with Technical Data Product Range

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1 with Technica Data Product Range 6

2 A technica detais may be subject to change without notice. We do not accept iabiity for printing mistakes or omissions. For the atest technica data og on to our website MKT was founded in 990 as a manufacturer of high quaity, internationay approved fastening systems. In the year 996 the Quaity Management system according to ISO 900 was certified and in the year 4 an Environmenta Management System according to ISO 0 and Energy management systems according to ISO 00 was estabished. Meanwhie, MKT products are being used wordwide. The consistent approach of the products and services offered to meet the needs of the market has resuted in growth significanty above the industry average. Pease note that MKT aso provides anchor sizes and designs beyond the standard product range, such as specia soutions for tunne projects as we as stainess stee anchors made from the materias.429,.47 and Besides the products with metric threads, some products can be offered with fractiona thread. MKT provides customer service on a technica questions. New: European Technica Assessments instead of approvas: On Juy 3, Reguation (EU) No. / (Construction Products Reguation) of 9 March went into effekt. From that time on, the previous European technica approvas have been superseded by European Technica Assessments. The first ETA was issued in 4. Whereas the approvas were vaid for a maximum period of five years, the Assessments have no time imit, provided that the product remains unchanged. Quaity Management System Environmenta Management System Energy Management System Occupationa Heath and Safety Management System Seismic oads: The new European Technica Assessments can incude characteristic vaues for seismic oading on the products. We have had our product groups VMZ, BZ pus, SZ, VMU pus, and VME tested for their compiance with the pertinent Directives. The findings are isted in the annexes to each Assessment. Wedge anchor pus: The wedge anchor BZ pus has been revised. Its suitabiity has now been verified for seismic action, performance categories C and C2. In addition to its previous effective anchorage depth, aso a second, smaer effective anchorage depth has been verified under oading. The usabe thread ength has been engthened consideraby. Standoff fastenigs are therefore aso possibe. Aso new are the short s variants, with ony the one effective anchorage depth. These provide a cost effective soution combined with the safety of an estabished fastening system suitabe for tension zones. For timber structures, the BZUH pus variant is aso avaiabe with the DIN EN ISO 94 (DIN 4) washer. Injection system VMU pus: The injection system VMU pus has now been approved for use under seismic oading, performance category C. In addition, the cartridge range has been suppemented with a jumbo size containing 8 m. Heavyduty anchor SZ: The heavyduty anchor SZ in stainess stee A4 has aso received ICC approva.... a soid connection Injection system VME: The ICC approva for the injection system VME has been revised and was reissued in October 4. Now it is aso approved for use in cracked concrete and under seismic oading.

3 Tabe of Contents Mechanica Heavy Duty Anchors Wedge Anchor BZ pus / BZU pus / BZUH pus 8 NEW Wedge Anchor BZ pus A4 / BZU pus A4 2 NEW Wedge Anchor BZ pus HCR / BZU pus HCR 68 NEW Wedge Anchor BZIG / BZIG A4 / BZIG HCR 924 Wedge Anchor B / BU / B A4 / B HCR / B hot dip gav Wedge Anchor BW 3 Wedge Anchor BIG / BIG A Nai Anchor N / NK / NM 384 Dropin Anchor E / ES / ED / E A4 / E HCR 4249 Hoow Core Anchor Easy Highoad Anchor SZ / SZ A4 7 Highoad Anchor SL / SL A4 89 Chemica Anchors Injection System VMZ / VMZ A4 / VMZ HCR 627 Injection System VMZIG / VMZIG A Injection System VMZ dynamic 779 Injection System VMU pus 89 Injection System VMU 9097 Injection System VME 98 Injection System VMK / VMPY / VMPoar 64 Accessories for Injection Systems 7 Chemica Anchor V / V A4 / V HCR 82 Chemica Anchor VIG / VIG A Liquid Pug 2Kfix Light Duty Anchors Nai Pug ND 28 Universa Pug UD 29 NyonStandardPug NSD Safety Nai TDN 3 Drywa Pug GKD 32 Service Design Software 6 PR MKT 24 Fire Resistance Reports MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach

4 Approvas and Certificates Certification according to ISO 900, ISO 0, ISO 00 and OHSAS 0. European Technica Approva/Assessment (ETA) with CE marking Approva by Deutsches Institut für Bautechnik in Berin, Germany ICC Evauation Service isting, USA. Shock approva by Bundesamt für Bevökerungsschutz in Bern, Switzerand. Factory Mutua (FM), U.S. approva for instaation of sprinker systems Suitabe for instaation of sprinker systems as per requirements of VdS Schadenverhütung GmbH, Germany VdS Schadenverhütung GmbH, Germany, approva for instaation of sprinker systems Test report stating residua oad bearing capacities after exposure of anchor to open fames to minutes according to DIN 422 (F/R, F/R, F90/R90, F/R). See aso page Tested according to ZTVtunne temperature curve. See aso page. Identifies anchors that are approved for fatigue oading Identifies anchors suitabe for use under seismic oading Materia sign for stainess stee (A4 grade 36 or HCR materia.429) NSF Internationa certification for use in drinking water and food systems.. Indicate the emissioncass after the French directive (No. 32 from /03/23) on the abeing of buiding products for their indoor air emissions. The emissions are rated on a scae of A+ (very ow emissions) to C (high emissions). Incuded in MKT DesignSoftware... a soid connection 4 6 PR MKT

5 Design Software avaiabe Stainess Stee HCR Stainess Stee A4/36 Stee, Hot Dip Gavanized Stee, Zinc Pated Swiss Shock Approva FM VdS Approved for seismic action Approved for fatigue oading ICC approva Fire Resistant DIBt Approva ETA Approva Drywa Soid Brick Mutipe Use in Concrete Prestressed Concrete Hoow Sabs Hoow Brick Noncracked Concrete Cracked Concrete Anchor Seection MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Mechanica Heavy Duty Anchors Wedge Anchor BZ pus Wedge Anchor BZ pus A4 Wedge Anchor BZ pus HCR Wedge Anchor BZIG Wedge Anchor BZIG A4 / HCR Wedge Anchor B Wedge Anchor B hot dip ga. Wedge Anchor B A4 Wedge Anchor B HCR Wedge Anchor BIG / BIG A4 Nai Anchor NM Dropin Anchor E A4 / E HCR Highoad Anchor SZ A4 Highoad Anchor SL Highoad Anchor SL A4 Dropin Anchor E, ES Highoad Anchor SZ Nai Anchor N, NK Hoow Core Anchor Easy Chemica Anchors Injection System VMZ Injection System VMZIG Injection System VMZ dyn Injection System VMU pus Injection System VMU Injection System VME Injection Adhesive VMPY Injection Adhesive VMK, Poar Chemica Anchor V Chemica Anchor VIG Liquid Pug 2kfix Nai Pug ND Universa Pug UD NyonStandardPug NSD Drywa Pug GKD Light Duty Anchors Safety Nai TDN

6 Mechanica Heavy Duty Anchors

7 Product Range 6 Light Duty Anchors Chemica Anchors Mechanica Heavy Duty Anchors

8 Wedge Anchor for cracked and noncracked concrete Wedge Anchor BZ pus neu Stee, zinc pated neu Wedge Anchor BZ pus s Wedge Anchor BZ pus Wedge Anchor BZU pus/ Wedge Anchor BZUH pus Approvas and Certificates Wedge Anchor BZ pus M24/M27 ) Range of Loading: 2,4 kn 96,8 kn Range of concrete quaity: C/ C/ approved ) M M6 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach ) RR There has been further improvement to the performance and appication range of the wedge anchor BZ pus. The new European Technica Assessment repaces the previous European technica approva. Now its suitabiity has been verified for seismic oading, performance categories C and C2. Variants incude a second effective anchorage depth, onger thread, and new sizes with a shorter overa ength and ony one effective anchorage depth. Suitabe for sprinker system instaations compying with VdS requirements FM approva for the instaation of sprinker systems (M to M6) Shock approva by the Swiss Federa Office for Civi Protection Appications Medium to heavy duty anchoring in cracked and noncracked concrete: Stee beams, base pates, channes, tracks, wood structures. For timber structures, the BZUH pus variant is aso avaiabe with the DIN EN ISO 94 (DIN 4) washer. Advantages Approved under the buiding reguations with a new European Technica Assessment (Option ) Approved for use in cracked and noncracked concrete Approved for seismic oads, performance categories C and C2 (M8 to M, maximum anchor ength 2 ) Suitabe for use in compression resistant natura stone (without approva) Two effective anchorage depths for greater fexibiity (M8 to M6, maximum anchor ength 2 ) Anchoring with shorter effective anchorage depth reduces driing and instaation time. Anchoring with the standard effective anchorage depth is suitabe for the highest oad imits Particuary cost effective: the short s versions with ony one effective anchorage depth in the sizes M8 to M6 Suitabe for surface, through, and standoff fastening Fire tested in compiance with DIN 422. Fire resistance ratings R R Exampe of Instaation hef red BZ pus s Anchoring at reduced effective anchorage depth and minimum thickness fastened. BZ pus hef red Anchoring at reduced effective anchorage depth and increased thickness fastened. BZ pus hef Anchoring at standard anchorage depth and minimum thickness fastened. Ony standard anchorage depth )... a soid connection 8 6 PR MKT

9 Mechanica Heavy Duty Anchors Wedge Anchor BZ pus Stee, zinc pated Approved for cracked and noncracked concrete NEW NEW BZ 86/ s 0 Fixture Dri Hoe thickness Ø x depth Reduced Anchorage Depth Settingdepth hnom Anchorage depth hef Seismic C / C2 / Fixture Dri Hoe thickness Ø x depth,red 6 8x49 Settingdepth hnom,red Anchorage depth hef,red Anchorength Thread P. 4 3 per p. M8x6 0 2,4 BZ 8/6 s 06 / 8x M8x22 0 2,69 BZ 82/7 0 8x x M8x32 0 2,99 BZ 826/ 06 8x x M8x37 0 3,4 BZ 84/ x x M8x2 0 3, BZ 86/ 06 8x x M8x72 0 4,24 BZ / x x M8x22 2,94 BZ / s 0 / x 48 Mx22 2,44 BZ / s 0 / x 48 Mx32 2,69 BZ / x7 68 x Mx42 2,94 BZ 3/9 06 x x 48 9 Mx47 3,06 BZ /0 062 x7 68 x 48 0 Mx2 3,8 BZ / 06 x7 68 x 48 Mx62 3,44 BZ / 062 x7 68 x 48 Mx82 3,9 BZ 79/ 0 7 x x 48 Mx7 4, BZ 0/ 06 0 x7 68 x 48 Mx32,6 BZ /2 06 x7 68 / 2 Mx 3,49 BZ 2/8 s 060 / 2x 8 M2x26 2, BZ 2/9 s 060 / 2x 9 M2x36 2,28 BZ 2/ x90 2x M2x46 2,49 BZ 23/ 06 2x90 3 2x M2x 2, BZ 2/ 060 2x90 2x M2x6 2,66 BZ 2/ 063 2x90 2x M2x66 2,84 BZ 2/ x90 2x 4 M2x86 3,23 BZ 268/ x90 8 2x M2x 3,49 BZ 28/ x90 2x M2x2 3,84 BZ / x90 2x 0 M2x4 4,2 BZ 2/ x90 / 2 M2x 4,93 BZ 24/ x90 / 2 M2x 4,32 BZ 2/ 060 2x90 / M2x 4,9 BZ 290/ x90 / 28 M2x 4,99 BZ 6/ s 0 / 6x M6x26 3,48 BZ 6/ s 0 / 6x M6x36 3,76 BZ x x M6x6 4,32 4, BZ 64/4 06 6x x M6x66 BZ 6/ x x M6x9,26 BZ /0 06 6x x M6x2 3, BZ / x 97 8 / 2 M6x 3, BZ 6/ x 97 8 / 2 M6x 4,2 4,74 BZ 6/ x 97 8 / 0 M6x BZ /6 066 x Mx 4,4 BZ /9 066 x Mx,0 BZ 0/ x 4 0 / 23 Mx 3,04 BZ / x 4 0 / 26 Mx 3,43 BZ / x 4 0 / 28 Mx 3,66 BZ 24/ x4 33 / 90 M24x 6,8 BZ 24/ x4 33 / 2 M24x8 3,93 BZ 247/ x4 33 / 23 M24x0 4, BZ 2/ x4 33 / 2 M24x 4,2 BZ 27/ x 46 / 2 M27x62, BZ 27/ x 46 / 2 M27x92, BZ 2/ x 46 / 2 M27x32 6, Other engths on demand. 6 PR MKT 9... a soid connection Mechanica Heavy Duty Anchors NEW NEW Standard Anchorage Depth

10 Wedge Anchor for cracked and noncracked concrete Wedge Anchor BZU pus Stee, zinc pated With arge washer DIN EN ISO 93 (DIN 902) Approved for cracked and noncracked concrete Standard anchorage depth Fixture Dri Hoe thickness Ø x depth Reduced anchorage depth Settingdepth hnom Anchorage depth hef Seismic C / C2 Fixture Dri Hoe thickness Ø x depth,red Settingdepth hnom,red Anchorage Anchordepth ength hef,red Thread Washer) P. per p. BZU 82/7 06 8x x M8x32 24x2 0 3,46 BZU 826/ 06 8x x M8x37 24x2 0 3,2 BZU 84/9 06 8x x M8x2 24x2 0 4,0 BZU / x7 68 x Mx42 x2, 3, BZU 3/9 062 x x 48 9 Mx47 x2, 3,4 BZU / 062 x7 68 x 48 Mx62 x2, 3,9 BZU / 0623 x7 68 x 48 Mx82 x2, 4,3 BZU 0/ x7 68 x 48 Mx32 x2, 6,02 BZU /2 062 x7 68 / 2 Mx x2, 3,73 BZU 23/ 063 2x90 3 2x M2x 37x3 2,86 BZU 2/ 063 2x90 2x M2x66 37x3 3,26 BZU 2/ x90 2x 4 M2x86 37x3 3,68 BZU / x90 2x 0 M2x4 37x3 4,2 BZU 2/ x90 / 2 M2x 37x3,47 BZU 24/ x90 / 2 M2x 37x3 4, BZU 2/ 063 2x90 / M2x 37x3 4,9 BZU 290/ x90 / 28 M2x 37x3, BZU 22/ x90 / 3 M2x 37x3 6,2 BZU 64/4 06 6x x M6x66 x3, BZU 6/ 06 6x x M6x9 x3,76 Washer) per p. ) Outer diameter x thickness Other engths on demand. Wedge Anchor BZUH pus Stee, zinc pated With arge washer DIN EN ISO 94 (DIN 4) Approved for cracked and noncracked concrete Standard anchorage depth Fixture Dri Hoe thickness Ø x depth Reduced anchorage depth P. BZUH / x90 2x 0 M2x4 44x4 4,9 BZUH 2/ x90 / 2 M2x 44x4,77 BZUH 24/ x90 / 2 M2x 44x4 4,97 BZUH 2/ 063 2x90 / M2x 44x4,23 BZUH 290/ x90 / 28 M2x 44x4, BZUH / x 97 8 / 2 M6x 6x 4,8 BZUH 6/2 06 6x 97 8 / 2 M6x 6x 4,79 BZUH 6/0 06 ) Outer diameter x thickness Other engths on demand. 6x 97 8 / 0 M6x 6x,39... a soid connection Settingdepth hnom Anchorage depth hef Seismic C / C2 Fixture Dri Hoe thickness Ø x depth,red Settingdepth hnom,red Anchorage Anchordepth ength hef,red Thread 6 PR MKT

11 BZ M8 A4 BZ BZ M8 BZ M Mechanica Heavy Duty Anchors Extract from Permissibe Service Conditions of European Technica Assessment ETA99/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor BZ pus M8 M M2 M6 M M24 M27 Standard anchorage depth hef [] Reduced anchorage depth hef, red [] 3 6 cracked concrete Mean utimate oads, tension C/ Num [kn], 4,9 28, 3, 4,3 79,8,0 Mean utimate oads, shear C/ Vum [kn] 6,4 24,2 38,4 6, 89,0 3,8 8,7 Approved oads, tension C/ appr. N [kn] 2,4 2,4 4,3 3,6 7,6 6,,9 9,0 7, 2, 24,0 C/ appr. N [kn] 2,6 2,6 4,7 3,9 8,3 6,6 3,0 9,8 8,8 23,2 26,2 C/37 appr. N [kn] 2,9 2,9,2 4,3 9,3 7,4 4,,9,9,7 29, C/ appr. N [kn] 3,4 3,4 6,,,8 8,6 6,8 2,7 24,2 29,9 33,9 C/ appr. N [kn] 3,7 3,7 6,6,,8 9,4 8,4 3,9 26,6 32,8 37, noncracked concrete Approved oads, tension C/ appr. N [kn],7 3,6 7,6 4,3,9 8, 6,7 2,6 24,0 29,7 33,6 C/ appr. N [kn] 6,3 3,9 8,3 4,7 3,0 9,3 8,3 3,8 26,3 32, 36,8 C/37 appr. N [kn] 7,0 4,3 9,3,2 4,,3,3,3 29,3 36,,9 C/ appr. N [kn] 7,,,8 6, 6,8 2,0 23,6 7,8 34,0 4,9 47, C/ appr. N [kn] 7,,,8 6,6 8,4 3,2,8 9, 37,3 4,9 2, cracked / noncracked concrete Approved oads, shear C/ appr. V [kn] 7,0 7,0,,4/, 7, 4,/7, 3,4 2,6/,2 37, 9,2/6, 67,/94, > C/ appr. V [kn] 7,0 7,0,,4/, 7,,9/7, 3,4 23,6/3,4 37, 64,8/6, 73,/96,8 Approved bending moments appr. M [Nm] 3, 3, 26,9 26,9 46,9 46,9 23,4 23,4 9,0 3, 7,9 Mechanica Heavy Duty Anchors Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 69 2, , 97, 72, 87, Minimum spacing and edge distance for standard thickness of concrete member cracked concrete Standard thickness of concrete sab hmin, [] Minimum spacing / for edge distance c smin / c [] / 4/ /0 /0 9/ 0/ /0 Minimum edge distance / for spacing s cmin / s [] / 4/90 / / 9/0 0/2 / noncracked concrete Minimum spacing / for edge distance c smin / c [] / 4/ / 6/ 90/ 0/ /0 Minimum edge distance / for spacing s cmin / s [] /0 /0 7/ / /2 0/2 / Minimum spacing and edge distance for minimum thickness of concrete member cracked concrete Minimum thickness of concrete sab hmin2 / hmin3 [] 0 0 Minimum spacing / for edge distanc e c smin / c [] / / 4/90 /0 /0 / / 6/ Minimum edge distance / for spacing s cmin / s [] / /8 / 6/ / 6/2 / 0/2 noncracked concrete Minimum spacing / for edge distance c smin / c [] / / / /0 / / / 6/ Minimum edge distance / for spacing s cmin / s [] /0 /8 90/ 6/ 7/ 0/8 90/0 /6 Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] Width across nut SW [] For anchor designing, an easy to operate CDROM is avaiabe hmin,/2 on request or can be downoaded at h hnom hef M Tinst Tinst Instaation hef,red hnom,red h,red hmin,3 Nm 90 6 PR MKT... a soid connection

12 Wedge Anchor for cracked and noncracked concrete Wedge Anchor BZ pus A4 Edestah A4 Wedge Anchor BZ pus s A4 Wedge Anchor BZ pus A4 Wedge Anchor BZU pus A4 Approvas and Certificates Wedge Anchor BZ pus A4 M24 Range of Loading: approved M M6 ) 2,4 kn,6 kn Range of concrete quaity: C/ C/ MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach RR ) ) Appications Medium to heavy duty anchoring in cracked and noncracked concrete: Stee beams, channes, facade substructures, stadium seating, wood structures. There has been further improvement to the performance and appication range of the wedge anchor BZ pus A4. The new European Technica Assessment repaces the previous European technica approva. Now its suitabiity has been verified for seismic oading, performance categories C and C2. Variants incude a second effective anchorage depth, onger thread, and new sizes with a shorter overa ength and ony the one effective anchorage depth. Advantages Approved under the buiding reguations with a new European Technica Assessment (Option ) Approved for use in cracked and noncracked concrete Approved for use under seismic oading, performance categories C and C2 (M8 to M, maximum anchor ength 2 ) Suitabe for use in compression resistant natura stone (without approva) Two effective anchorage depths for greater fexibiity (M8 to M6, maximum anchor ength 2 ) Anchoring with the smaer effective anchorage depth reduces driing and instaation time. Anchoring with the standard effective anchorage depth is suitabe for the highest oad imits Particuary cost effective: the short s versions with ony one effective anchorage depth in the sizes M8 to M6 Suitabe for surface, through, and standoff fastening Fire tested in compiance with DIN 422. Fire resistance ratings R R Suitabe for sprinker system instaations compying with VdS requirements FM approva for the instaation of sprinker systems (M to M6) Shock approva by the Swiss Federa Office for Civi Protection Exampe of Instaation BZ pus s A4 hef red Anchoring at reduced effective anchorage depth and minimum thickness fastened. BZ pus A4 hef red Anchoring at reduced effective anchorage depth and increased thickness fastened. BZ pus A4 hef Anchoring at standard anchorage depth and minimum thickness fastened. Ony standard anchorage depth )... a soid connection 2 6 PR MKT

13 Mechanica Heavy Duty Anchors Wedge Anchor BZ pus A4 Stainess stee A4/36 Approved for cracked and noncracked concrete BZ 86/ s A4 0 Fixture Dri Ho Ø thickness x dept Reduced Anchorage Depth Settingdepth hnom Anchorage depth hef Seismic C / C2 / Fixture Dri Ho Ø thickness x dept,red 6 8x49 Settingdepth hnom,red Anchorage depth hef,red Anchorength Thread P. 4 3 per p. M8x6 0 2,4 BZ 8/6 s A4 02 / 8x M8x22 0 2,69 BZ 82/7 A x x M8x32 0 2,99 BZ 826/ A4 02 8x x M8x37 0 3,4 BZ 84/9 A4 0 8x x M8x2 0 3, BZ 86/ A4 02 8x x M8x72 0 4,24 BZ /6 A x x M8x22 2,94 BZ / s A4 020 / x 48 Mx22 2,44 BZ / s A4 020 / x 48 Mx32 2,69 BZ /90 A x7 68 x Mx42 2,94 BZ 3/9 A4 02 x x 48 9 Mx47 3,06 BZ /0 A4 022 x7 68 x 48 0 Mx2 3,8 BZ / A4 02 x7 68 x 48 Mx62 3,44 BZ / A4 022 x7 68 x 48 Mx82 3,9 BZ 79/ A x x 48 Mx7 4, BZ 0/ A x7 68 x 48 Mx32,6 BZ /2 A4 02 x7 68 / 2 Mx 3,49 BZ 2/8 s A4 020 / 2x 8 M2x26 2, BZ 2/9 s A4 020 / 2x 9 M2x36 2,28 BZ 2/ A x90 2x M2x46 3,48 BZ 23/ A4 02 2x90 3 2x M2x 2, BZ 2/ A x90 2x M2x6 2,66 BZ 2/ A x90 2x M2x66 2,84 BZ 2/4 A x90 2x 4 M2x86 3,23 BZ 268/ A x90 8 2x7 M2x 3,48 BZ 28/ A x90 2x M2x2 3,84 BZ /0 A x90 2x 0 M2x4 4,2 BZ 2/2 A x90 / 2 M2x 4,93 BZ 2/ A x90 / M2x 4,9 BZ 290/28 A x90 / 28 M2x 4,99 BZ 22/3 A x90 / 3 M2x,84 BZ 6/ s A4 0 / 6x M6x36 3,76 BZ 6/ A4 00 6x x M6x46 4, BZ 6 A x x M6x6 4,32 BZ 64/4 A4 0 6x x M6x66 4,68 BZ 6/ A x x M6x9,36 BZ /0 A4 0 6x x M6x2 3, BZ /2 A x 97 8 / 2 M6x 3,9 BZ 6/2 A4 00 6x 97 8 / 2 M6x 4, BZ /6 A4 026 x Mx 4, BZ /9 A4 026 x Mx,4 BZ 0/23 A x 4 0 / 23 Mx 3,09 BZ /26 A x 4 0 / 26 Mx 3,48 BZ /28 A4 026 x 4 0 / 28 Mx 3,73 BZ 24/0 A x / 0 M24x8 7, BZ 24/2 A x / 2 M24x88 4,2 BZ 247/24 A Other engths on demand. 7 24x / 24 M24x3 4,34 6 PR MKT 3... a soid connection Mechanica Heavy Duty Anchors Standard Anchorage Depth

14 Wedge Anchor for cracked and noncracked concrete Wedge Anchor BZU pus A4 Stainess stee A4 With arge washer DIN EN ISO 93 (DIN 902) Approved for cracked and noncracked concrete Fixturethickness ) Outer diameter x thickness Other engths on demand. Standard Anchorage Depth Dri Hoe Ø x depth Settingdepth hnom Anchorage depth hef Seismic C / C2 Reduced Anchorage Depth Fixturethickness,red Dri Hoe Ø x depth Settingdepth hnom,red Anchorage depth hef,red BZU 82/7 A4 02 8x / 3 2 8x M8x32 24x2 0 3,46 BZU 826/ A4 02 8x / x M8x37 24x2 0 3,2 BZU 84/9 A4 02 8x / 3 4 8x M8x2 24x2 0 4,0 BZU 86/ A4 02 8x / 3 6 8x M8x72 24x2 0 4,63 BZU /90 A4 022 x / 3 x Mx42 x2, 3, BZU 3/9 A4 022 x / 3 3 x 48 9 Mx47 x2, 3,4 BZU / A4 022 x / 3 x 48 Mx62 x2, 3,9 BZU / A x / 3 x 48 Mx82 x2, 4,3 BZU 23/ A x90 3 / 3 3 2x M2x 37x3 2,86 BZU 2/ A x90 3 / 3 2x M2x6 37x3 3,06 BZU 2/ A x90 3 / 3 2x M2x66 37x3 3,26 BZU 2/4 A x90 3 / 3 2x 4 M2x86 37x3 3,68 BZU 64/4 A4 0 6x / 3 4 6x M6x66 x3, Anchorengt Thread Washer ) P. per p.... a soid connection 4 6 PR MKT

15 BZ M8 A4 BZ BZ M8 BZ M Mechanica Heavy Duty Anchors Extract from Permissibe Service Conditions of European Technica Assessment ETA99/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor BZ pus A4 M8 M M2 M6 M M24 Standard anchorage depth hef [] Reduced anchorage depth hef, red [] 3 6 cracked concrete Mean utimate oads, tension C/ [kn],8 6,7 27,,0 4,3 68,8 Mean utimate oads, shear C/ [kn] 9,0 28, 3,8,3 8,4 49, Approved oads, tension C/ appr. N [kn] 2,4 2,4 4,3 3,6 7,6 6,,9 9,0 7, 9,0 C/ appr. N [kn] 2,6 2,6 4,7 3,9 8,3 6,6 3,0 9,8 8,8,9 C/37 appr. N [kn] 2,9 2,9,2 4,3 9,3 7,4 4,,9,9 23,2 C/ appr. N [kn] 3,4 3,4 6,,,8 8,6 6,8 2,7 24,2 26,9 C/ appr. N [kn] 3,7 3,7 6,6,,8 9,4 8,4 3,9 26,6 29, noncracked concrete Approved oads, tension C/ appr. N [kn],7 3,6 7,6 4,3,9 8, 6,7 2,6 24,0 33,6 C/ appr. N [kn] 6,3 3,9 8,3 4,7 3,0 9,3 8,3 3,8 26,3 36,8 C/37 appr. N [kn] 7,0 4,3 9,3,2 4,,3,3,3 29,3,9 C/ appr. N [kn] 7,6,,8 6, 6,8 2,0 23,6 7,8 34,0 47, C/ appr. N [kn] 7,6,,8 6,6 8,4 3,2,8 9, 37,3 2, cracked / noncracked concrete Approved oads, shear C/ appr. V [kn] 7,4 7,4,4,4/,4 7, 4,/7, 3,4 2,6/,2 43,9 67,/,6 > C/ appr. V [kn] 7,4 7,4,4,4 7,,9/7, 3,4 23,6/3,4 43,9,6 Approved bending moments appr. M [Nm] 4,9 4,9 29,7 29,7 2,6 4,3 23,6 448,8 Mechanica Heavy Duty Anchors Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 69 2, , 97, 87, Minimum spacing and edge distance for standard thickness of concrete member cracked concrete Standard thickness of concrete sab hmin, [] Minimum spacing / for edge distance c smin / c [] / /7 /0 /0 9/ / Minimum edge distance / for spacing s cmin / s [] / /90 / / 9/0 / noncracked concrete Minimum spacing / for edge distance c smin / c [] / /7 / 6/ 90/ / Minimum edge distance / for spacing s cmin / s [] /0 / 7/ / /2 / Minimum spacing and edge distance for minimum thickness of concrete member cracked concrete Minimum thickness of concrete sab hmin/hmin2 [] 0 0 Minimum spacing / for edge distance c smin / c [] / / 4/90 /0 /0 / / 6/ Minimum edge distance / for spacing s cmin / s [] / /8 / 6/ / 6/2 / 0/2 noncracked concrete Minimum spacing / for edge distance c smin / c [] / / / /0 / / / 6/ Minimum edge distance / for spacing s cmin / s [] /0 /8 90/ 6/ 7/ 0/8 90/0 /6 Instaation parameters Dri hoe diameter do [] Depth of dri hoe df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] Width across nut SW [] For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at hmin,/2 h hnom hef M Tinst Tinst Instaation hef,red hnom,red h,red hmin,3 Nm 90 6 PR MKT... a soid connection

16 Wedge Anchor for cracked and noncracked concrete Wedge Anchor BZ pus HCR High corrosion resistant stee.429 (HCR) Wedge Anchor BZ pus s HCR Wedge Anchor BZ pus HCR Wedge Anchor BZU pus HCR Approvas and Certificates ) Range of Loading: 2,4 kn,6 kn Range of concrete quaity: C/ C/ RR approved ) M M6 ) ) MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Appications Medium to heavy duty anchorings which are exposed to highy corrosive atmospheres with high concentration of suphur dioxides, chorides, humidity: attaching brackets, ventiation systems, suspended ceiings, cabe trays, in road tunnes, indoor swiing poos, etc. There has been further improvement to the performance and appication range of the wedge anchor BZ pus HCR. The new European Technica Assessment repaces the previous European technica approva. Now its suitabiity has been verified for seismic oading, performance categories C and C2. Variants incude a second effective anchorage depth, onger thread, and new sizes with a shorter overa ength and ony the one effective anchorage depth. Advantages Approved under the buiding reguations with a new European Technica Assessment (Option ) Approved for use in cracked and noncracked concrete Approved for use under seismic oading, performance categories C and C2 (on demand for M8 to M, maximum anchor ength 2 ) Suitabe for use in compression resistant natura stone (without approva) Two effective anchorage depths for greater fexibiity (on demand for M8 to M6, maximum anchor ength 2 ) Anchoring with the smaer effective anchorage depth reduces driing and instaation time. Anchoring with the standard effective anchorage depth is suitabe for the highest oad imits Particuary cost effective: the short s versions with ony one effective anchorage depth in the sizes M8 to M6 Suitabe for surface, through, and standoff fastening Fire tested in compiance with DIN 422. Fire resistance ratings R R Suitabe for sprinker system instaations compying with VdS requirements FM approva for the instaation of sprinker systems (M to M6) Shock approva by the Swiss Federa Office for Civi Protection Exampe of Instaation hef red BZ pus s HCR Anchoring at reduced effective anchorage depth and minimum thickness fastened. BZ pus HCR hef red Anchoring at reduced effective anchorage depth and increased thickness fastened. BZ pus HCR hef Anchoring at standard anchorage depth and minimum thickness fastened. Ony standard anchorage depth )... a soid connection 6 6 PR MKT

17 Mechanica Heavy Duty Anchors Wedge Anchor BZ pus HCR High corrosion resistant stee.429 (HCR) Standard Anchorage Depth FixtureDri Ho thickness Ø x depth Reduced Anchorage Depth Settingdepth hnom Anchorage depth hef Seismic C / C2 FixtureDri Ho thickness Ø x depth,red Settingdepth hnom,red Anchorage Anchordepth ength hef,red Thread P. per p. BZ 8/6 s HCR) 07 / 8x M8x22 0 2,74 BZ 82/7 HCR 0 8x x M8x32 0 3,08 BZ 826/ HCR 07 8x x M8x37 0 3,22 BZ 84/9 HCR 00 8x x M8x2 0 3,72 BZ 86/ HCR 07 8x x M8x72 0 4,3 BZ / s HCR) 0 / x 48 Mx22 2,44 BZ /90 HCR 0720 x7 68 x Mx42 3,02 BZ 3/9 HCR 07 x x 48 9 Mx47 3,4 BZ / HCR 07 x7 68 x 48 Mx62 3,90 BZ / HCR 072 x7 68 x 48 Mx82 4,3 BZ 2/8 s HCR) 0 / 2x 8 M2x26 2, BZ 23/ HCR 07 2x90 3 2x M2x 2, BZ 2/ HCR 0 2x90 2x M2x6 2,66 BZ 2/ HCR 073 2x90 2x M2x66 2,88 BZ 2/4 HCR x90 2x 4 M2x86 3,23 BZ 64/4 HCR 07 6x x M6x66 4,90 BZ 6/ HCR 00 6x x M6x9, BZ /2 HCR x 97 8 / M6x 3, BZ /6 HCR 07 x Mx 4,9 Deivery time on request. Other engths on demand. BZ pus M24 HCR on demand. ) Wedge Anchor BZU pus HCR High corrosion resistant stee.429 (HCR) With arge washer DIN EN ISO 93 (DIN 902) Approved for cracked and noncracked concrete Standard Anchorage Depth FixtureDri Ho thickness Ø x depth Setting Anchorage depth depth hnom hef Reduced Anchorage Depth Seismic C / C2 FixtureDri Ho thickness Ø x depth,red Settingdepth hnom,red Anchorage depth hef,red Anchorength Thread Washer2) P. per p. BZU 82/7 HCR 07 8x 2 46 / 2 8x M8x32 24x2 0 3,46 BZU /90 HCR 072 x7 68 x Mx42 x2, 3, BZU 2/ HCR 073 2x90 2x M2x66 37x3 3,26 Outer diameter x thickness Other engths on demand. 2) 6 PR MKT 7... a soid connection MechanicaHeavy HeavyDuty DutyAnchors Anchors Mechanica Approved for cracked and noncracked concrete

18 BZ M8 A4 BZ BZ M8 BZ M Wedge Anchor for cracked and noncracked concrete Extract from Permissibe Service Conditions of European Technica Assessment ETA99/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor BZ pus HCR M8 M M2 M6 M M24 Standard anchorage depth hef [] Reduced anchorage depth hef, red [] 3 6 cracked concrete Mean utimate oads, tension C/ [kn],8 6,7 27,,0 4,3 68,8 Mean utimate oads, shear C/ [kn] 9,0 28, 3,8,3 8,4 49, Approved oads, tension C/ appr. N [kn] 2,4 2,4 4,3 3,6 7,6 6,,9 9,0 7, 9,0 C/ appr. N [kn] 2,6 2,6 4,7 3,9 8,3 6,6 3,0 9,8 8,8,9 C/37 appr. N [kn] 2,9 2,9,2 4,3 9,3 7,4 4,,9,9 23,2 C/ appr. N [kn] 3,4 3,4 6,,,8 8,6 6,8 2,7 24,2 26,9 C/ appr. N [kn] 3,7 3,7 6,6,,8 9,4 8,4 3,9 26,6 29, noncracked concrete Approved oads, tension C/ appr. N [kn],7 3,6 7,6 4,3,9 8, 6,7 2,6 24,0 33,6 C/ appr. N [kn] 6,3 3,9 8,3 4,7 3,0 9,3 8,3 3,8 26,3 36,8 C/37 appr. N [kn] 7,0 4,3 9,3,2 4,,3,3,3 29,3,9 C/ appr. N [kn] 7,6,,8 6, 6,8 2,0 23,6 7,8 34,0 47, C/ appr. N [kn] 7,6,,8 6,6 8,4 3,2,8 9, 37,3 2, cracked / noncracked concrete Approved oads, shear C/ appr. V [kn] 7,4 7,4,4,4/,4 7, 4,/7, 3,4 2,6/,2 43,9 67,/,6 > C/ appr. V [kn] 7,4 7,4,4,4 7,,9/7, 3,4 23,6/3,4 43,9,6 Approved bending moments appr. M [Nm] 4,9 4,9 29,7 29,7 2,6 4,3 23,6 448,8 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 69 2, , 97, 87, Minimum spacing and edge distance for standard thickness of concrete member cracked concrete Standard thickness of concrete sab hmin, [] Minimum spacing / for edge distance c smin / c [] / /7 /0 /0 9/ / Minimum edge distance / for spacing s cmin / s [] / /90 / / 9/0 / noncracked concrete Minimum spacing / for edge distance c smin / c [] / /7 / 6/ 90/ / Minimum edge distance / for spacing s cmin / s [] /0 / 7/ / /2 / Minimum spacing and edge distance for minimum thickness of concrete member cracked concrete Minimum thickness of concrete sab hmin/hmin2 [] 0 0 Minimum spacing / for edge distance c smin / c [] / / 4/90 /0 /0 / / 6/ Minimum edge distance / for spacing s cmin / s [] / /8 / 6/ / 6/2 / 0/2 noncracked concrete Minimum spacing / for edge distance c smin / c [] / / / /0 / / / 6/ Minimum edge distance / for spacing s cmin / s [] /0 /8 90/ 6/ 7/ 0/8 90/0 /6 Instaation parameters Dri hoe diameter do [] Depth of dri hoe df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] Width across nut SW [] For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at hmin,/2 h hnom hef M Tinst Tinst Instaation hef,red hnom,red h,red hmin,3 Nm a soid connection 8 6 PR MKT

19 Mechanica Heavy Duty Anchors Wedge Anchor BZIG Stee, zinc pated MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach RR The fastening system BZIG is the first approved (ETA99/00) wedge anchor for cracked concrete with interna thread. It combines the benefits of a mechanica anchor with an easy instaation and the fexibiity of an interna thread. For the first time it is possibe to fasten bacony and stair raiings or stadium seats using a countersunk head screw at favourabe costs. Since this anchor system is aso approved for use with hexagon head screws and standard threaded rods a wide range of appications is possibe. Compared to a drop in anchor the fastening system BZIG can carry significant higher oads, even in cracked concrete. The versatiity of the MKT Fastening System BZIG breaks new ground in design and appication. Appications: Medium to heavy duty fastenings in cracked and noncracked concrete: Raiings, suspended ceiings, adders, doors, sprinker systems, pipe hangers and a kinds of temporary fastenings. Range of Loading: Preinstaation: For preinstaation the anchor gets instaed beow the concrete surface. When the coated screw gets removed the anchor eaves fush with the concrete surface. So it s exceent for temporary fastenings. 2,0 kn 8, kn Range of concrete quaity: C/ C/ Through fastening: If throughfastening is used the fixture can be used as driing tempate. Afterwards the anchor can be instaed through the cearance hoe in the fixture. So it combines easy instaation with the aesthetics of a screw head. PreInstaation Wedge Anchor BZIG) Stee, zinc pated; PreInstaation Approved for cracked and noncracked concrete Dri Hoe Ø x depth Anchorength Thread Ø x ength p.. BZIG M 0 8 x BZIG M 036 x 7 BZIG M x 90 BZIG M x M6x 0,42 62 M8x22,3 Mx23,08 86 M2x27 2,03 Coated Screw DIN 933 with Washer DIN EN ISO 89 (DIN )) per p. Coated Hex Nut DIN 933 with Washer DIN EN ISO 89 (DIN )) Fixturethickn. P. per p. P. c ontent pcs per p. SIG 6x , MUIG ,32 SIG 8x ,79 MUIG 8 6 0,3 SIG x ,90 MUIG 6 0,36 SIG 2x ,3 MUIG 2 6 0,4 ) Screws (Strength cass 8.8) or hex nuts and washers to be ordered separatey. Other screw engths on demand. Threaded stud must have at east the strength of 8.8. Threaded studs with the certificate see page 82 6 PR MKT 9... a soid connection Mechanica Heavy Duty Anchors M 8 M 2

20 Wedge Anchor with interna thread for cracked and noncracked concrete Coated Countersunk Screw DIN 799 with Countersunk Washer Setting Too BZIG for PreInstaation Fixturethickn. P. Wght. per p. per SKIG 6x2) ,78 BZIGS M 6V 40 0,43 SKIG 8x2) 2 9 0,9 BZIGS M 8V 4 0,44 SKIG x 2 8 0,48 BZIGS M V 4 0,46 SKIG 2x ,64 BZIGS M 2V 430 0,6 Screws (Strength cass 8.8) or hex nuts and washers to be ordered separatey. Screw simiar to DIN 799 with Torx drive. Size see page 2. Other screw engths according to DIN 933 on demand. Threaded stud must have at east the strength of 8.8. Threaded studs with the certificate see page 82 ) 2) Through Fastening Wedge Anchor BZIG) Stee, zinc pated; Through Fastening Approved for cracked and noncracked concrete Dri Hoe Ø x depth Fixturethickness Typ SIG Anchorength Thread Ø x ength p. pcs per p. Typ SKIG BZIG M x 4 M6 x 0, BZIG M x 24 M6 x 0 2, BZIG M x 34 M6 x 0 2, BZIG M x 7 72 M8 x 22,6 BZIG M x 7 82 M8 x 22,9 BZIG M x M8 x 22 2, BZIG M x 90 6 M x 23,32 BZIG M x M x 23,48 BZIG M x M x 23,76 BZIG M x 7 96 M2 x 27 2,34 BZIG M x 27 6 M2 x 27 2,66 BZIG M x 37 6 M2 x 27 2,97 Coated Screw DIN 933 with Washer DIN EN ISO 89 (DIN )) Coated Countersunk Screw DIN 799 with Countersunk Washer) per P. pcs 0 0,64 SKIG 6x6 0 0,64 0,68 SKIG 8x 0, P. pcs SIG 6x6 SIG 8x8 4 per SIG x 42 0,64 SKIG x 2 0,62 SIG 2x 43 0,67 SKIG 2x 3 0, ) Screw simiar to DIN 799 with Torx drive. Size see page 2. 2) Screws (Strength cass 8.8) to be ordered separatey. Setting Too BZIG for Through Fastening per BZIGS M 6D 40 0,32 BZIGS M 8D 4 0,33 BZIGS M D 4 0,33 BZIGS M 2D 430 0,3... a soid connection 6 PR MKT

21 BZ BZ BZ BZ BZ M8 BZ M8 BZ BZ BZ Mechanica Heavy Duty Anchors Extract from Permissibe Service Conditions of European Technica Assessment ETA99/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor BZIG M 6 M 8 M M 2 cracked concrete Mean utimate oads, tension C/ Num [kn] 4, 9,8 28,3 4,9 Mean utimate oads, shear C/ Vum [kn] 8,7,4 4,8 33,9 Approved oads, tension C/ appr. N [kn] 2,0 3,6 4,8 7,9 C/ appr. N [kn] 2,2 3,9,2 8,7 C/37 appr. N [kn] 2,4 4,4,8 9,7 C/ appr. N [kn] 2,8,0 6,7,2 C/ appr. N [kn] 3,, 7,4 2,3 noncracked concrete Approved oads, tension C/ appr. N [kn] 4,8 6,3 7,9,9 C/ appr. N [kn],2 7,0 8,7 3, C/37 appr. N [kn],8 7,7 9,7 4, C/ appr. N [kn] 6,7 9,0,2 6,8 C/ appr. N [kn] 7,4 9,8 2,3 8, cracked and noncracked concrete Approved oads, shear (PreInstaation) > C/ appr. V [kn] 3,3 3,9,9 4,7 Approved oads, shear (Through Fastening) > C/ appr. V [kn] 2,9 4,3 6,2 3,9 Approved bending moments (PreInstaation) appr. M [Nm] 7,0 7, 34,2 9,8 Approved bending moments (Through Fastening) appr. M [Nm],6,4 43,4 8,3 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 67, 87 97, cracked concrete Minimum spacing / for edge distance c smin / c [] / / / 0 / Minimum edge distance / for spacing s cmin / s [] / 7 / 0 / 0 / noncracked concrete Minimum spacing / for edge distance c smin / c [] / / 0 6 / / Minimum edge distance / for spacing s cmin / s [] / / / 0 / 2 Minimum thickness of concrete sab hmin [] 0 Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture PreInstaation df [] Diameter of cearance hoe in the fixture Through Fastening df [] Depth of dri hoe h [] 7 90 Instaation torque Screw DIN 933 Tinst [Nm] Countersunk screw Tinst [Nm] Threaded rod Tinst [Nm] 8 4 Width across nut Screw DIN 933 SW [] Interna hexagon size Countersunk screw SW [] 6 8 Torx size Countersunk screw T T4 Min. thickness of fixture Screw DIN 933 or Threaded rod > [] / ) / 7 ) / 8 ) / 9 ) Min. thickness of fixture Countersunk screw > [] / 9 ) 7 / 2 ) 8 / 4 ) 9 / 6 ) ) PreInstaation / Through Instaation. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at Mechanica Heavy Duty Anchors Preinstaation: h m hmin hef Through fastening: h m hmin hef Tinst Tinst d0 d0 L L Instaation (Preinstaation) Dimension countersunk washer[] Countersunk head 90 Nm d d2 h SK M 6 6, 9, 3,9 SK M 8,,,0 SK M 24, 4,,7 SK M 2 29, 7, 6,7 h d d2 4 Instaation (Through fastening) Nm 90 6 PR MKT 2... a soid connection

22 Wedge Anchor with interna thread for cracked and noncracked concrete Wedge Anchor BZIG A4 Stainess Stee A4/36 M8 M2 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach RR The fastening system BZIG A4 is the first approved (ETA99/00) wedge anchor for cracked concrete with interna thread. It combines the benefits of a mechanica anchor with an easy instaation and the fexibiity of an interna thread. For the first time it is possibe to fasten bacony and stair raiings or stadium seats using a countersunk head screw at favourabe costs. Since this anchor system is aso approved for use with hexagon head screws and standard threaded rods a wide range of appications is possibe. Compared to a drop in anchor the fastening system BZIG A4 can carry significant higher oads, even in cracked concrete. The versatiity of the MKT Fastening System BZIG breaks new ground in design and appication. Appications Medium to heavy duty fastenings in cracked and noncracked concrete: Raiings, chairs in sports arenas, facade substructures, suspended ceiings, adders, doors, sprinker systems, pipe hangers and a kinds of temporary fastenings. Preinstaation: For preinstaation the Anchor gets instaed beow the concrete surface. When the coated screw gets removed the anchor eaves fush with the concrete surface. So it s exceent for temporary fastenings. Range of Loading: 2,0 kn 8, kn Range of concrete quaity: C/ C/ Through fastening: If throughfastening is used the fixture can be used as driing tempate. Afterwards the Anchor can be instaed through the cearance hoe in the fixture. So it combines easy instaation with the aesthetics of a screw head. PreInstaation Wedge Anchor BZIG A4) Stainess stee A4/36; PreInstaation Approved for cracked and noncracked concrete Dri Hoe Ø x depth Anchorength Thread Ø x ength p.. BZIG M A4 0 8 x BZIG M A4 036 x 7 BZIG M 0 A x 90 BZIG M A x M6x 0,42 62 M8x22,3 Mx23,08 86 M2x27 2,03 Coated Screw DIN 933 with Washer DIN EN ISO 89 (DIN )) per p. Coated Hex Nut DIN 933 with Washer DIN EN ISO 89 (DIN )) Fixturethickn. P. per p. P. c ontent pcs per p. SIG 6x A , MUIG 6 A ,32 SIG 8x A ,79 MUIG 8 A4 6 0,3 SIG x A ,90 MUIG A4 6 0,36 SIG 2x4 A ,3 MUIG 2 A4 6 0,4 ) Screws or hex nuts and washers to be ordered separatey.... a soid connection 22 6 PR MKT

23 Mechanica Heavy Duty Anchors Coated Countersunk Screw DIN 799 with Countersunk Washer) Setting Too BZIG for PreInstaation Fixturethickn. P. Wght. per p. per SKIG 6x A42) ,3 BZIGS M 6V 40 0,43 SKIG 8x A42) 2 9 0,9 BZIGS M 8V 4 0,44 SKIG x A ,48 BZIGS M V 4 0,46 SKIG 2x3 A ,64 BZIGS M 2V 430 0,6 Screws or hex nuts and washers to be ordered separatey. Screw simiar to DIN 799 with Torx drive. Size see page 24. Anchor system in high corossion restistant stee grade.429 on demand. Other screw engths according to DIN 933 on demand. ) 2) Through Fastening Wedge Anchor BZIG A4) Stainess stee A4/36; Through Fastening Approved for cracked and noncracked concrete Dri Hoe Ø x depth Fixturethickness Typ SIG Anchorength Thread Ø x ength p. pcs per p. Typ SKIG BZIG M 6 A x 4 M6 x 0, BZIG M 6 A x 24 M6 x 0 2, BZIG M 6 A x 34 M6 x 0 2, BZIG M 8 A4 036 x 7 72 M8 x 22,6 BZIG M 8 A x 7 82 M8 x 22,9 BZIG M 8 A x M8 x 22 2, BZIG M A x 90 6 M x 23,32 BZIG M A x M x 23,48 BZIG M A x M x 23,76 BZIG M 2 A x 7 96 M2 x 27 2,34 BZIG M 2 A x 27 6 M2 x 27 2,66 BZIG M 2 A x 37 6 M2 x 27 2,97 Coated Screw DIN 933 with Washer DIN EN ISO 89 (DIN )) Coated Countersunk Screw DIN 799 with Countersunk Washer) P. pcs SKIG 6x6 A42) 0 0,64 SKIG 8x A42) 0, 0,64 SKIG x A4 2 0,67 SKIG 2x A4 3 ) Screws or hex nuts and washers to be ordered separatey. 2) Screw simiar to DIN 799 with Torx drive. Size see page 24. Anchor system in high corossion restistant stee grade.429 on demand. Other screw engths according to DIN 933 on demand. P. pcs per SIG 6x6 A4 0 0,64 SIG 8x8 A4 4 0,68 SIG x A4 42 SIG 2x A4 43 ) Screws to be ordered separatey. Anchor system in high corossion restistant stee grade.429 on demand. per 0,62 0, Setting Too BZIG for Through Fastening per BZIGS M 6D 40 0,32 BZIGS M 8D 4 0,33 BZIGS M D 4 0,33 BZIGS M 2D 430 0,3 6 PR MKT a soid connection

24 BZ BZ BZ BZ BZ M8 BZ M8 BZ BZ BZ Wedge Anchor with interna thread for cracked and noncracked concrete Extract from Permissibe Service Conditions of European Technica Assessment ETA99/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor BZIG A4 M 6 M 8 M M 2 cracked concrete Mean utimate oads, tension C/ Num [kn] 4, 9,8 28,3 4,9 Mean utimate oads, shear C/ Vum [kn] 2,0 2,2 4,9 4,4 Approved oads, tension C/ appr. N [kn] 2,0 3,6 4,8 7,9 C/ appr. N [kn] 2,2 3,9,2 8,7 C/37 appr. N [kn] 2,4 4,4,8 9,7 C/ appr. N [kn] 2,8,0 6,7,2 C/ appr. N [kn] 3,, 7,4 2,3 noncracked concrete Approved oads, tension C/ appr. N [kn] 4,8 6,3 7,9,9 C/ appr. N [kn],2 7,0 8,7 3, C/37 appr. N [kn],4 7,7 9,7 4, C/ appr. N [kn],4 9,0,2 6,8 C/ appr. N [kn],4 9,8 2,3 8, cracked and noncracked concrete Approved oads, shear (PreInstaation) > C/ appr. V [kn] 3,3,3 6, 3, Approved oads, shear (Through Fastening) > C/ appr. V [kn] 4,2 4,3, 6,9 Approved bending moments (PreInstaation) appr. M [Nm] 4,9 2,0 23,9 4,9 Approved bending moments (Through Fastening) appr. M [Nm] 6,,3 39,9 9,3 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 67, 87 97, cracked concrete Minimum spacing / for edge distance c smin / c [] / / / 0 / Minimum edge distance / for spacing s cmin / s [] / 7 / 0 / 0 / noncracked concrete Minimum spacing / for edge distance c smin / c [] / / 0 6 / / Minimum edge distance / for spacing s cmin / s [] / / / 0 / 2 Minimum thickness of concrete sab hmin [] 0 Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture PreInstaation df [] Diameter of cearance hoe in the fixture Through Fastening df [] Depth of dri hoe h [] 7 90 Instaation torque Screw DIN 933 Tinst [Nm] 0 Countersunk screw Tinst [Nm] 2 4 Threaded rod Tinst [Nm] 8 Width across nut Screw DIN 933 SW [] Interna hexagon size Countersunk screw SW [] 6 8 Torx size Countersunk screw T T Min. thickness of fixture Screw DIN 933 or Threaded rod > [] / ) / 7 ) / 8 ) / 9 ) Min. thickness of fixture Countersunk screw > [] / 9 ) 7 / 2 ) 8 / 4 ) 9 / 6 ) ) PreInstaation / Through Instaation. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at Preinstaation: h m hmin hef Through fastening: h m hmin hef Tinst Tinst d0 d0 Instaation (Preinstaation) L L Dimension countersunk washer[] Countersunk head 90 Nm d d2 h SK M 6 6, 9, 3,9 SK M 8,,,0 SK M 24, 4,,7 SK M 2 29, 7, 6,7 h d d2 4 Instaation (Through fastening) Nm a soid connection 24 6 PR MKT

25 Mechanica Heavy Duty Anchors Mechanica Heavy Duty Anchors 6 PR MKT... a soid connection

26 Wedge Anchor for noncracked concrete Wedge Anchor B Stee, zinc pated Range of oading: 2,9 kn 37,2 kn Range of concrete quaity: C/ C/ Approvas and Certificates The tried and tested wedge anchor B with European technica approva, Option 7, is idea for timesaving through fastenings in noncracked concrete. approved M M 6 Its two effective anchorage depths make it very fexibe, reducing contacts with reinforcements when hoes are dried. The ong thread aso makes standoff fastenings possibe. The hot dip gavanised version is aso incuded in the approva, ike the BU version with the extra arge washer for timber structures. FF MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Advantages Approved for use in noncracked concrete Very high oad imits and sma spacings and edge distances Two effective anchorage depths for greater fexibiity The smaer effective anchorage depth heps to reduce driing and instaation time The standard effective anchorage depth is suitabe for fastenings under the highest oad imits and sma spacings and edge distances Particuary cost effective: shorter engths with ony one (smaer) anchorage depth Suitabe for surface, through and standoff fastenings A sizes covered by the approva are assembed with a stainess stee expansion cip Fire tested in compiance with DIN 422. Fire resistance ratings F F US approva (FM) for the instaation of sprinker systems (M to M6) An impact head protects the thread from damage when it is driven into the dried hoe Appications Meta constructions, channes, brackets, supports, hand rais, cabe trays, ducts, shef bases.... a soid connection 26 6 PR MKT

27 Mechanica Heavy Duty Anchors Wedge Anchor B Stee zinc pated Approved for noncracked concrete Standard Anchorage Depth Reduced Anchorage Depth Fixturethickness Dri Hoe Ø Setting Anchorage Fixture Dri Ho Ø Setting Anchorage Anchor Thread P. per x Depth Depth Depth thickness x Depth Depth Depth ength p. hnom hef,red hnom,red hef,red B 6/ ) 00 6x M6x6 0,0 B 6/ x M6x 0,26 B 6/67 0 6x 49 6x M6x 0, B 6/ x 49 6x M6x3 0,63 B 63/82 0 6x x M6x3 0,8 B 6/97 0 6x 49 6x M6x3 0 2,07 B 8/ ) 0 8x M8x22 0 2,32 B 84/ 0 4 8x 47 3 M8x 0 2,62 B 89/7 0 8x x M8x 0 3, B 824/ 0 8x x 47 3 M8x4 0 3,26 B 829/8 0 8x x M8x 0 3, B 834/90 0 8x x M8x 0 3,9 B 839/9 03 8x x M8x 0 3,72 B 8344/ x x M8x6 0 3,89 B 844/ x x 47 3 M8x7 0 4,22 B 864/ 0 8x x 47 3 M8x8 0 4,4 B 9/ x x M8x8 2,99 B / ) 0 x Mx 2,29 B 6/8 02 x x Mx 2,83 B 2/90 02 x x Mx4 2,94 B 26/9 02 x x Mx 3,06 B 36/ 02 x x Mx 3,32 B 4/ 02 4 x x Mx7 3,72 B 6/ 023 x x Mx 3,8 B 76/4 02 x x Mx 4,3 B 06/ x x Mx, B 46/2 02 x x Mx 3,06 B /7 ) 0 2x M2x,98 B 23/ x M2x 2,33 B 2/ 032 2x x7 67 M2x 2, B 2/ 03 2x x7 67 M2x6 2, B 23/ 03 2x x7 67 M2x 2, B 24/ 03 2x x7 67 M2x 2,88 B 26/4 03 2x x M2x0 3,26 B 26/ x x7 67 M2x0 3,49 B 28/ x x7 67 M2x0 3,90 B / x x M2x0 4,22 B 2/2 03 2x x M2x,04 B 24/ x x M2x 4,38 B 27/ 036 2x x7 67 M2x 4,68 B 290/ x x M2x,2 B 2224/ x x M2x,90 B 2227/ x x M2x 6,3 B 6/90 ) 0 6x M6x3 3,32 B 63/ 0 3 6x M6x 3,98 B 628/ 02 6x x M6x 4, B 648/ 0 6x x M6x90 4,87 B 678/ 0 6x x M6x,66 B 698/0 0 6x x M6x 3,2 B 8/ x 2 8 6x M6x 3,64 B 648/2 03 6x x M6x 4, B 6683/ x x M6x 4,68 B 28/ x x M6x,23 B / ) 04 x Mx 3,7 B 27/ 0 x x Mx 3,78 B 42/6 07 x x Mx 4,2 B 37/ 06 3 x x Mx 4,44 B 82/ 062 x x Mx 4,94 B 97/ x x Mx 6, B 42/ x x Mx 6,6 ) Not part of approva, expansion cip stee, zinc pated. Mechanica Heavy Duty Anchors 6 PR MKT a soid connection

28 Wedge Anchor for noncracked concrete Wedge Anchor BU Stee, zinc pated; Large washer DIN EN ISO 94 (formery DIN 4) Approved for noncracked concrete Standard Anchorage Depth Reduced Anchorage Depth Fixturethickness Dri Ho Ø x Depth Settingdepth hnom BU 28/) x BU /0) 034 2x BU 2/2) 03 2x BU 24/2) x90 82 BU 27/) 036 2x90 82 BU 290/28) x90 BU 2224/3) BU 2227/3) 03 BU 209) Anchorage FixtureDepth thickness hef,red Dri Ho Ø x Depth Anchorage Depth hef,red Anchorength Thread P. Settingdepth hnom,red per p. 2x7 67 M2x0 4,74 2x M2x0,0 2x M2x,90 6 2x M2x, x7 67 M2x, x M2x,88 2x x M2x 6,6 2 2x x M2x 3, x x M2x 7, BU 2333/4) x x M2x 8,00 BU 698/02) 0 6x x M6x 3,7 BU 8/22) 0 0 6x x M6x 4, BU 648/22) 03 6x x M6x 4,72 BU 6683/282) 0 6 6x x M6x,32 BU 28/32) x x M6x,9 BU 62238/32) 0 2 6x x M6x 6,6 BU 62278/32) x x M6x 6,7 BU 6038/42) 0 0 6x x M6x 7,3 Ø washer M2 DIN EN ISO 94 = 44, thickness 4 2) Ø washer M6 DIN EN ISO 94 = 6, thickness )... a soid connection 28 6 PR MKT

29 M82 B M82 B Mechanica Heavy Duty Anchors Extract from Permissibe Service Condition of ETA0/003. Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor B M 6 M 8 M M 2 M 6 M Standard anchorage depth hef [] Reduced anchorage depth hef, red [] ) 3 ) noncracked concrete Mean utimate oads, tension C/ Num [kn] 2 9,6 8,7 2,3 23,6 9,2 34, 26,,4 43,6,0 3,6 Mean utimate oads, shear C/ Vum [kn] 7,3 7,3 9,3 9,3 28, 28, 4,3 4,3 73,0 73,0 3,6 3,6 noncracked concrete Approved oads, tension C/ appr. N [kn] 4, 2,9,7,0 7,6 6, 2,6 8, 7,8 2,3 24,0 6, C/ appr. N [kn] 4, 3, 6,3, 8,4 7,2 3,8 9,3 9,6 3, 26,4 8,2 C/37 appr. N [kn] 4, 3, 7,0 6, 9,3 8,0,3,4 2,7,0 29,3,2 C/ appr. N [kn] 4, 4,0 7,3 7,0,7 9,2 6,7 2,0, 7,3 33,8 23,3 C/ appr. N [kn] 4, 4, 7,3 7,3,8, 6,7 3,2 27,6 9,0 37,2,6 Approved oads, shear C/ appr. V [kn] 2,9 2,9 6,3,0 8,0 6, 4,3 8, 23,6 23,6 37, 33, > C/ appr. V [kn] 2,9 2,9 6,3, 8,8 7,2 4,3 9,3 23,6 23,6 37, 36,4 Approved bending moments appr. M [Nm],, 3, 3,,7,7 44,6 44,6 99,9 99,9 9,0 9,0 Spacing and edge distance Effective anchorage depth hef [] ) 44 3 ) Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] , , noncracked concrete Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Mechanica Heavy Duty Anchors Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] Width across nut SW [] ) Appication imited to staticay indeterminated systems. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at hmin h hnom hef Tinst Tinst hef,red hmin hnom,red h,red Instaation Nm 90 6 PR MKT a soid connection

30 Wedge Anchor for noncracked concrete Wedge Anchor B A4 / B HCR Stainess stee A4/36 and Stainess stee.429 Range of oading: 2,9 kn 43,9 kn Range of concrete quaity: C/ C/ The tried and tested wedge anchor B with European technica approva, Option 7, is idea for timesaving through fastenings in noncracked concrete. Its two effective anchorage depths make it very fexibe, reducing contacts with reinforcements when hoes are dried. The ong thread aso makes standoff fastenings possibe. Approvas and Certificates M6 approved M M 6 FF MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach The wedge anchor B M6 and HCR is aso approved for mutipe use for nonstructura appications and simiar fixtures in cracked and noncracked concrete. Appications Medium to heavy duty indoor and outdoor use, meta structures, brackets, machines. Advantages Approved for use in noncracked concrete Very high oad imits and sma spacings and edge distances Two effective anchorage depths for greater fexibiity The smaer effective anchorage depth heps to reduce driing and instaation time The standard effective anchorage depth is suitabe for fastenings under the highest oad imits and sma spacings and edge distances Particuary cost effective: shorter engths with ony one (smaer) anchorage depth Suitabe for surface, through, and standoff fastenings Fire tested in compiance with DIN 422. Fire resistance ratings F F US approva (FM) for the instaation of sprinker systems (M to M6) An impact head protects the thread from damage when it is driven into the dried hoe... a soid connection Wedge Anchor B M6 A4 and HCR: Mutipe use for nonstructura appications and simiar fixtures in tunnes and or externa atmospheric exposures. 6 PR MKT

31 Mechanica Heavy Duty Anchors Wedge Anchor B A4 Stainess stee A4/36 ETA approva for cracked and noncracked concrete Fixturethicknes ) Not part of approva. HCR on demand. Standard Anchorage Depth Dri Hoe Ø x Dept Setting Dept hnom Anchorage Depth hef Fixturethicknes,red Reduced Anchorage Depth Dri Hoe Ø x dept Setting Dept hnom,red Anchorage Depth hef,red Anchorength B 6/ A4 ) 00 6x M6x6 0,06 B 6/2 A x M6x 0,27 B 6/67 A4 0 6x 49 6x M6x 0,6 B 63/82 A4 0 6x x M6x3 0, B 6/97 A4 0 6x 49 6x M6x3 0 2,08 B 8/ A4 ) 0 8x M8x22 0 2,34 B 84/ A x 47 3 M8x 0 2,64 B 89/7 A4 0 8x x M8x 0 3, B 824/ A4 0 8x x 47 3 M8x4 0 3,28 B 829/8 A4 0 8x x M8x 0 3,42 B 839/9 A4 03 8x x M8x 0 3,73 B 844/ A x x 47 3 M8x7 0 4, B 864/ A4 0 8x x 47 3 M8x8 0 4,7 B / A4 ) 0 x Mx 2, B 6/8 A4 02 x x Mx 2,8 B 2/90 A4 02 x x Mx4 2,97 B 26/9 A4 02 x x Mx 3, B 36/ A4 02 x x Mx 3,33 B 4/ A x x Mx7 3,7 B 6/ A4 023 x x Mx 3,87 B 76/4 A4 02 x x Mx 4,38 B 06/7 A x x Mx, B 46/2 A4 02 x x Mx 3, B /7 A4 ) 0 2x M2x,96 B 24/9 A x M2x 2,33 B 2/ A x x7 66 M2x 2,3 B 2/ A4 03 2x x7 66 M2x6 2,62 B 23/ A4 03 2x x7 66 M2x 2, B 24/ A4 03 2x x7 66 M2x 2,88 B 26/4 A4 03 2x x M2x0 3,28 B 26/ A x x7 66 M2x0 3, B 28/ A x x7 66 M2x0 3,90 B /0 A x x M2x0 4,28 B 24/2 A x x M2x 4,39 B 6/90 A4 ) 0 6x M6x3 3,37 B 64/ A x M6x 3,98 B 626/ A4 02 6x x M6x 4,34 B 646/ A4 0 6x x M6x90 4,87 B 676/ A4 0 6x x M6x,66 B 696/0 A4 0 6x x M6x 3,26 B 6/2 A x x M6x 3,9 B 646/2 A4 03 6x x M6x 3,99 B 26/3 A x x M6x,6 B 27/ A4 0 x x Mx 3,86 B 37/ A x x Mx 4,47 B 82/ A4 062 x x Mx,03 B 97/2 A x x Mx 6,26 Thread P. per p. Mechanica Heavy Duty Anchors Wedge Anchor B HCR High corrosion resistant stee.429 (HCR) Approved for mutipe use for nonstructura appications Standard Anchorage Depth Reduced Anchorage Depth Fixturethicknes Dri Hoe Ø Setting Anchorage Fixture Dri Hoe Ø Setting Anchorage Anchor Thread P. per x Dept Dept Depth thicknes x Dept Dept Depth ength p. hnom hef,red hnom,red hef,red B /7 HCR x 49 6x M6x 0,8 B 6/67 HCR 06 6x 49 6x M6x 0,78 B 63/82 HCR 06 6x x M6x 0 2,3 B 6/97 HCR 06 6x 49 6x M6x 0 2,3 Other ength on demand. 6 PR MKT 3... a soid connection

32 Wedge Anchor for noncracked concrete Extract from Permissibe Service Conditions of ETA0/003 and ETA06/0. Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γm and γf). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor B A4 / HCR M6 M8 M M 2 M 6 M Standard anchorage depth hef, [] Reduced anchorage depth hef, red [] ) 3) , noncracked concrete Mean utimate oads, tension C/ Num [kn],0,2 9,6 2,4 23, 7, 36,4 22,6 3, 39,7 73,0 Mean utimate oads, shear C/ Vum [kn] 9,7 9,7 9, 9, 3,9 3,9 42,6 42,6 76,9 76,9,4,4 [kn] 2,4,6 cracked concrete (mutipe use ony) Approved oads 3) (any direction) C/ to C/ appr. F noncracked concrete Approved oads, tension Approved oads, shear C/ appr. N [kn] 3,6 2,9,7 4,3 7,6,7,9 8, 7,2 2,3 24,0 6, C/ appr. N [kn] 3,9 3, 6,3 4,7 8,4 6,3 3, 9,3 8,9 3, 26,4 8,2 C/37 appr. N [kn] 4,4 3, 7,0,2 9,3 7,0 4,,4 2,0,0 29,3,2 C/ appr. N [kn] 4,8 4,0 8, 6,0,7 8, 6,8 2,0 24,2 7,3 33,8 23,3 C/ appr. N [kn] 4,8 4,4 8,6 6,6,8 8,9 8, 3,2 26,6 9,0 37,2,6 C/ appr. V [kn] 4,0 3,9 6,9,0 8,0 6,,4 8, 28,6 24,6 43,9 33, > C/ appr. V [kn] 4,0 4,0 6,9, 8,8 7,2,4 9,3 28,6 27,0 43,9 36,4 appr. M [Nm],7,7 3,7 3,7 28,0 28,0 48,6 48,6 ) 44 Approved bending moments 3,7 3,7 23,6 23,6 Spacing and edge distance Effective anchorage depth hef [] 3) Characteristic spacing scr, N []/32) 90/22) Characteristic edge distance ccr, N [] /82) 4/2) 66 2, , cracked concrete (mutipe use ony) Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] noncracked concrete Minimum spacing smin / c [] 3/ 3/ 3/6 / 4/ Minimum edge distance cmin / s [] 3/ /3 4/ / / Minimum thickness of concrete sab hmin [] Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] /6 /0 0/0 / / 0/ / 6/ /0 0/0 / / 0/ / Instaation parameters Instaation torque Tinst [Nm] 6/82) 6/82) Width across nut SW [] Appication imited to staticay indeterminated systems. 2) For appications according to ETA0/003. / For appications according to ETA06/0. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at 3) The maximum oad per fixing point for mutipe use for nonstructura appications may, depending on nationa reguations, are beow the approved oad of the anchor. The approved oads per fixing point are reguated for their respective countries in the ETAG 00, Part 6. ) hmin h hnom hef Tinst Tinst hef,red hnom,red h,red hmin B M82 B M82 Nm Instaation a soid connection 32 6 PR MKT

33 Mechanica Heavy Duty Anchors Wedge Anchor B The Wedge Anchor B hot dip gavanized, with ETAApprova Option 7, offers a the advantages of the zinc pated version with a better corrosion protection. A sizes covered by the approva are assembed with a stainess stee expansion cip. Pease see aso page 26. Appications Indoor medium to heavy duty appications: meta constructions, channes, brackets, supports, cadding systems, hand rais, cabe trays, ducts. M 8 M Range of oading: 2,9 kn 37,2 kn Range of concrete quaity: C/ C/ Wedge Anchor B fvz MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach FF Stee, hot dip gavanized (> µm, EN ISO 46) Improved corrosion protection Standard Anchorage Depth Fixturethickness Dri Ho Ø x Depth B 6/ fvz) 00 B 6/67 fvz) 0 B 63/82 fvz) 0 B 6/97 fvz) Reduced Anchorage Depth Anchorage Depth hef Fixturethickness,red Dri Ho Ø x Depth Settingdepth hnom Anchorage Depth hef,red Anchorength Settingdepth hnom,red Thread P. 6x x 49 6x 49 6x x x 49 6x4 B 8/ fvz) 0 B 84/ fvz 0 4 per p. M6x6 0,06 67 M6x 0,7 82 M6x3 0, M6x3 0 2,09 8x4 3 3 M8x22 0 2,36 8x 47 3 M8x 0 2,76 B 89/7 fvz 0 8x x M8x 0 3,7 B 824/ fvz 0 8x x 47 3 M8x4 0 3,36 B 829/8 fvz 0 8x x M8x 0 3, B 839/9 fvz 03 8x x M8x 0 3,83 B 844/ fvz x x 47 3 M8x7 0 4,29 B 864/ fvz 0 8x x 47 3 M8x8 0 4,9 B / fvz) 0 x 24 Mx 2,32 B 6/8 fvz 02 x x Mx 2,90 B 2/90 fvz 02 x x Mx4 3,0 B 26/9 fvz 02 x x Mx 3, B 36/ fvz 02 x x Mx 3,3 B 4/ fvz 02 4 x x Mx7 3,77 B 6/ fvz 023 x x Mx 3,93 B 76/4 fvz 02 x x Mx 4, B 06/7 fvz x x Mx 4,93 3, B 46/2 fvz 02 x x Mx B /7 fvz) 0 2x6 7 M2x,99 B 23/9 fvz x M2x 2,38 B 2/ fvz 03 2x x7 67 M2x6 2,66 B 23/ fvz 03 2x x7 67 M2x 2,7 B 24/ fvz 03 2x x7 67 M2x 2,92 B 26/4 fvz 03 2x x M2x0 3, B 26/ fvz x x7 67 M2x0 3,4 B 28/ fvz x x7 67 M2x0 3,8 B /0 fvz 034 2x x M2x0 4,28 B 63/ fvz 0 3 6x M6x 3,96 B 628/ fvz 02 6x x M6x 4,4 B 648/ fvz 0 6x x M6x90 4,92 B 27/ fvz 0 x x Mx 3,84 B 37/ fvz 06 3 x x Mx 4,44 B 82/ fvz 062 x x Mx,00 B 97/2 fvz 06 9 x x Mx 6,26 ) Not part of approva. 6 PR MKT a soid connection Mechanica Heavy Duty Anchors Hot dip gavanized

34 M82 B M82 B Wedge Anchor for noncracked concrete Extract from Permissibe Service Conditions of ETA0/003 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Wedge Anchor B M 6 ) M 8 M M 2 M 6 M Standard anchorage depth hef, [] Reduced anchorage depth hef, red [] 2) 3 2) noncracked concrete Mean utimate oads, tension C/ Num [kn] 2,0 9,6 8,7 2,3 23,6 9,2 34, 26,,4 43,6,0 3,6 Mean utimate oads, shear C/ Vum [kn] 7,3 7,3 9,3 9,3 28, 28, 4,3 4,3 73,0 73,0 3,6 3,6 noncracked concrete Approved oads, tension C/ appr. N [kn] 4, 2,9,7,0 7,6 6, 2,6 8, 7,8 2,3 24,0 6, C/ appr. N [kn] 4, 3, 6,3, 8,4 7,2 3,8 9,3 9,6 3, 26,4 8,2 C/37 appr. N [kn] 4, 3, 7,0 6, 9,3 8,0,3,4 2,7,0 29,3,2 C/ appr. N [kn] 4, 4,0 7,3 7,0,7 9,2 6,7 2,0, 7,3 33,8 23,3 C/ appr. N [kn] 4, 4, 7,3 7,3,8, 6,7 3,2 27,6 9,0 37,2,6 Approved oads, shear C/ appr. V [kn] 2,9 2,9 6,3,0 8,0 6, 4,3 8, 23,6 23,6 37, 33, > C/ appr. V [kn] 2,9 2,9 6,3, 8,8 7,2 4,3 9,3 23,6 23,6 37, 36,4 Approved bending moments appr. M [Nm],, 3, 3,,7,7 44,6 44,6 99,9 99,9 9,0 9,0 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] , , noncracked concrete Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] Width across nut SW [] ) Not part of approva. 2) Appication imited to staticay indeterminated systems. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at hmin h hnom hef Tinst Tinst hef,red hmin hnom,red h,red Instaation Nm a soid connection 34 6 PR MKT

35 Mechanica Heavy Duty Anchors L Anchor BW Mechanica Heavy Duty Anchors Stee, zinc pated The Wedge Anchor BW is a sef expanding haerin anchor, designed to attach stee reinforcing mats to existing concrete. The non threaded end is bent to hod the reinforcement mat in pace. Appications Safe and fast fastening of reinforcing mats for sprayed concrete. LAnchor BW h Stee, zinc pated hs For attaching stee reinforcing mats Setting FixtureDri depth thickness hoe Ø x hs depth Bend ength b Package per pck. pieces BW 8xx x ,4 BW 8xx x , BW 8xx x 6 3 0, b d0 Other engths and stainess stee A4/36 on demand. 6 PR MKT 3... a soid connection

36 Wedge Anchor with interna thread for noncracked concrete Wedge Anchor BIG Stee, zinc pated / Stainess stee A4/36 Wedge Anchor BIG Wedge Anchor BIG A4 The Wedge Anchor BIG is the internay threaded version of the European approved Wedge Anchor B. It can be instaed in norma dri hoes without a setting too. Expansion is achieved by tightening the screw. The fixture can easiy be removed. Coser anchor spacing and edge distances than with dropin anchors. Appications Medium duty anchorings where the use of an interna thread is required and/or anchor spacing and edge distances are coser than those needed for dropin anchors: suspended ceiings, fastening of fat stee structures, ducts, ventiation systems, raiings. MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Range of oading: 2,9 kn,9 kn Range of concrete quaity: C/ C/ Wedge Anchor BIG Stee, zinc pated With interna thread Dri hoe Øxdepth Settingdepth) Anchorength Length of screw Thread Package per package BIG M 6 x x 4 + M6x 0,39 BIG M 8 x 03 x M8x 0 2, BIG M x 03 2x7 7 + Mx,9 BIG M 2 x x M2x26 2,29 Dri hoe Øxdepth Settingdepth) Anchorength Length of screw Thread Package per package Insta Anchor beow concrete surface. ) Wedge Anchor BIG A4 Stainess stee A4/36 With interna thread BIG M 6 x 4 A4 00 8x 4 + M6x 0,4 BIG M 8 x A4 03 x M8x 0 2,4 BIG M x A4 03 2x7 7 + Mx,98 BIG M 2 x 7 A4 03 6x M2x26 2,23 Insta Anchor beow concrete surface. )... a soid connection 36 6 PR MKT

37 M82 M82 B B M82 M82 B B M82 B Mechanica Heavy Duty Anchors Recoended oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG incuded (γ M and γ F ) Loads and performance data Wedge Anchor BIG M 6x4 M 8x M x M 2x7 noncracked concrete stee.8 A4 stee.8 A4 stee.8 A4 stee.8 A4 Mean utimate oads, tension C/ Num [kn], 4, 8,3 9,6 24,0,3 36,3 37,8 Mean utimate oads, shear C/ Vum [kn],0 7,0 6,9 2,8 7,2,3 2, 29, Recoended oads, tension C/ rec. N [kn] 4,3 4,8,6,6 7, 7,,2,2 C/ rec. N [kn] 4,3,2 6,2 6,2 8,2 8,2,3,3 C/37 rec. N [kn] 4,3,3 6,9 6,9 9, 9, 2, 2, C/ rec. N [kn] 4,3,3 8,0 8,0,6,6 4,4 4,4 C/ rec. N [kn] 4,3,3 8, 8,7,4,,9,9 Recoended oads, shear > C/ rec. V [kn] 2,9 3,2 3,9,3 4, 6,7 4,2,8 Recoended bending moments rec. M [Nm] 4,2 4,9,9 2,0 28,0 23,9 4,6 4,9 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 8, 64, Minimum spacing smin [] 7 90 Minimum edge distance cmin [] 6 90 Minimum thickness of concrete sab hmin [] 0 0 Mechanica Heavy Duty Anchors Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] 6 For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at h m hmin hef Tinst d0 hnom Instaation Nm 90 6 PR MKT a soid connection

38 Nai Anchor for mutipe use in cracked concrete Nai Anchor N Stee, zinc pated / Stainess stee A4 / HCR Nai Anchor NK Nai Anchor N Nai Anchor NM ETA Range of oading: 0,7 kn 2,8 kn Range of concrete quaity: C2/ C/ European Technica Approva ETAG 006 ETA/02 The Nai Anchor N combines the advantages of a wedge anchor with an even easier instaation. The Nai Anchor is simpy haered through the fixture into the concrete. Appying torque is not necessary in the threaded versions. When the oad is appied the Nai Anchor expands automaticay and anchors to the concrete. There is a nai head (NK) version, a M6 externa thread (N) version and a dua threaded seeve M8/M (NM). RR A4 / HCR Advantages ETA approva for redundant fastenings in cracked concrete Fast and simpe mounting Reduced anchorage depth ( ) for reduced driing costs Very sma edge distances and spacings Loads up to 2,8 kn ony one product for two appications: dua thread M8/M (NM) The Nai anchor in stainess Stee A4/36 and stainess Stee HCR is aso tested according to ZTV tunne temperature curve in cracked concrete. Load capacities see Page. Nai Anchor N NM Appications Ceiing constructions, piping, cadding etc. Stee, zinc pated / Stainess stee A4 / HCR With thread M6 Standard Anchorage Depth Reduced Anchorage Depth Dri Ho Ø Fixturethickness Dri Hoe depth h Anchoragedepth hef Fixturethickness,red Dri Hoe depthe h,red Anchoragedepth hef,red Anchorength P. N / , per p. N 6/ , N 6/ , N 6/49 A , N 6/49 HCR ,... a soid connection 38 6 PR MKT

39 Mechanica Heavy Duty Anchors Nai Anchor NK Stee, zinc pated / Stainess stee A4 / HCR Standard Anchorage Depth Reduced Anchorage Depth Dri Ho Ø Fixturethickness Dri Hoe depth h Anchoragedepth hef Fixturethickness,red Dri Hoe depthe h,red Anchoragedepth hef,red Anchorength P. NK / ,0 per p. NK 6/ ,27 NK 6/ ,0 NK 6/ ,73 NK 63/ , NK 6/ , NK /39 A ) ,0 NK 6/44 A ) ,27 NK 6/49 A ) ,0 NK 6/4 A ) 4 0 3,79 NK 6/9 A ) 9 0 4,4 NK 6/69 A ) , NK 6/89 A ) , NK 6/44 HCR ) ,27 NK 6/4 HCR ) 4 0 3,79 NK 6/69 HCR ) , NK 6/89 HCR ) , According to ETAG 00, Part 6 reduced anchorage depth is ony permitted for indoor use. ) Nai Anchor NM Stee, zinc pated Connecting thread M8 and M Dri Hoe Ø Dri Hoe depth h Anchorage Depth hef Anchorength P. per p. pcs NM 6 M8/ ,7 NM 6 M8/ ,8 Setting Too Setting Too for Nai Anchor NK With SDS pus connection P. pcs per p ,0 NK SWZ SDS 6 PR MKT a soid connection Mechanica Heavy Duty Anchors With Naihead

40 Nai Anchor for cracked and noncracked concrete ETA European Technica Approva ETAG 006 ETA/02 Extract from Permissibe Service Conditions of ETA/02 Mutipe use for nonstructura appications. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. The maximum oad per fixing point for mutipe use for nonstructura appications may, depending on nationa reguations, are beow the approved oad of the anchor. The approved oads per fixing point are reguated for their respective countries in the ETAG 00, Part 6. Loads and performance data Nai Anchor stee zinc pated, stainess stee A4, HCR N 6 NK NM cracked / noncracked concrete Effective anchorage depth hef [] Approved oads (Picture ) C2/ appr. F [kn],43,90,43,90,43 ),90 ) C/ C/ appr. F [kn] 2,4 2,8 2,4 2,8 2,4 ) 2,8 ) Approved oads (Picture 2) C2/ appr. F [kn] 0,7 0,9 0,7 0,9 0,7 ) 0,9 ) C/ C/ appr. F [kn] 0,9,9 0,9,9 0,9 ),9 ) Approved bending moments appr. M [Nm],3,3 7,3 7,3/7,7 2) 7,3 7,3 Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Diameter naihead [] 3 3 Depth of dri hoe h [] Instaation torque < Tinst [Nm] 4 4 ) When appying a shear oad to anchor version NM, shear oad with ever arm must be proven. 2) Stee zinc pated / stainess stee A4, HCR hef h hmin Dimensions threaded seeve NM: M M8 3 Usabe ength: 7 7 Instaation a soid connection 6 PR MKT

41 Mechanica Heavy Duty Anchors Respective spacing and edge distances []: The approved oad F is for one fixing point. One fixing point can be: Singe anchor, Pair of anchors with spacing s > or Group of four anchors with s > If the spacing in a fixing point is greater than or equa to the respective spacing between the fixing points, the characteristic resistances appy to every singe anchor. Picture : maximum oads 0 0 F F F F F 0 F 0 Mechanica Heavy Duty Anchors Picture 2: minimum spacing and edge distance 0 F F 0 F F F F PR MKT 4... a soid connection

42 Dropin Anchor for noncracked concrete and mutipe use in cracked and noncracked concrete Dropin Anchor E / ES Stee, zinc pated Dropin Anchor E Dropin Anchor ES (ipped) Range of oading:,2 kn 28,6 kn Range of concrete quaity: C/ C/ M6 M M6 M6 approved M M M8 M6 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach RR M6 M Appications Attaching suspended ceiings, ventiation and sprinker systems, structura stee, brackets, threaded rods. European approved Dropin Anchor E (ETA, Option 7 and mutipe use for nonstructura appications): Deformabe expansion cone adjusts to strength of concrete as we as to size of hoe within the variation range of a dri bit from new to worn. The anchor assures easy and safe fastening. The shouder of the setting too contacts the anchor in any case. The marking setting too eaves four significant marks on each anchor as proof of correct expansion. Deformabe expansion cone Hoe dried with a new dri bit in concrete C/: Cone is not deformed during instaation sma dri hoe concrete C/ Cone is deformed during instaation Marking The setting too EMSW and EMSH eaves four significant marks on each anchor as proof of correct expansion. Dropin Anchor E Stee, zinc pated Approved for concrete Dri hoe Ø x depth Thread Ø x ength Package per package E M x ) x M x 0 0,74 E M 6 x 00 8 x M6 x 3 0 0,84 E M 8 x 0 x M8 x 3 0,7 E M 8 x 0 x M8 x 0,49 E M x 00 2 x M x,07 E M 2 x 00 x M2 x 8 2,8 E M 2 x 0 x M2 x 4 3, E M 6 x 6 00 x 6 M6 x 23 2, E M 6 x 0 x M6 x 38 2,9 E M x 00 x M x 34 4,4 ) not part of approva... a soid connection 42 6 PR MKT

43 Mechanica Heavy Duty Anchors Dropin Anchor ES Stee, zinc pated, approved for concrete Dri hoe Ø x depth Thread Ø x ength Package per package ES M 8 x 0 x M8 x 3 0, ES M 8 x 0 x M8 x 0,3 ES M x 02 2 x M x 2 0,89 ES M x 02 2 x M x, ES M 2 x 03 x M2 x 8 2, ES M 6 x 6 0 x 6 M6 x 23 2,3 Safety Setting Too Standard Setting Too For Dropin Anchor E and ES For Dropin Anchor E, ED and ES per piece per piece EMSH 8 x 090 0,42 ESW x ,08 EMSH 8 x 09 0,38 ESW 6 x ,09 EMSH x 09 0, ESW 8 x 090 0,4 EMSH x 090 0,4 ESW 8 x 09 0,4 EMSH 2 x 090 0,47 ESW x 09 0, EMSH 2 x 09 0, ESW x 090 0, EMSH 6 x , ESW 2 x 090 0, EMSH 6 x 09 0, ESW 2 x 09 0,22 EMSH x 090 0,62 ESW 6 x 6 ESW 6 x /DW ESW x ,4 0,42 0,68 per piece ESW 8 x SDS ,07 ESW 8 x SDS 099 0,07 ESW x SDS ,08 ESW x SDS ,08 ESW 2 x SDS , SDS Setting Too For Dropin Anchor E and ES. With SDS pus connection. h m hmin hef=h0 Tinst d0 E M2 x E M2 x E M2 x Nm Instaation 90 6 PR MKT a soid connection Mechanica Heavy Duty Anchors Lipped Dropin for instaations in a bottomess hoe

44 Dropin Anchor for noncracked concrete and mutipe use in cracked and noncracked concrete Extract from Permissibe Service Conditions of ETA02/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Dropin Anchor E/ES Mx,2) M6x ) M8x ) M8x Mx Mx ) M2x M2x noncracked concrete M6x6 M6x Mean utimate oads, tension (Screw 8.8) C/ Num [kn] 8,0,0, 3, 6,9,6 24, 36,4, Mean utimate oads, shear (Screw 8.8) C/ Vum [kn],7 6,9,, 3, 3, 29,,4 76,4 Approved oads, tension (Screw.6 to 8.8) C/ appr. N [kn],4 3,3 3,3 3,6, 3,3 7,, 4,3 C/ appr. N [kn], 3,6 3,6 3,8,6 3,6 7,8,,7 C/37 appr. N [kn],7 3,6 4,0 4,0 6,2 4,0 8,6 2,8 7,4 C/ appr. N [kn],9 3,6 4,7 4,4 7,2 4,7,0 4,8,3 C/ appr. N [kn] 2, 3,6, 4,6 7,9,,0 6,3 22,2 Approved oads, shear (Screw.6) > C/ appr. V [kn], 2, 3,9 3,9 4, 4,0 9,0 6,8 26,2 Approved oads, shear (Screw.8) > C/ appr. V [kn] 2,0 2,9 3,9 3,9 4, 4,0, 8,0 28,6 Approved oads, shear (Screw 8.8) > C/ appr. V [kn] 2,0 2,9 3,9 3,9 4, 4,0, 8,0 28,6 Approved bending moments (Screw.6) appr. M [Nm] 3,3 8, 8,,8,8 27,8 7,0 38,6 Approved bending moments (Screw.8) appr. M [Nm] 4,3,9,9 2, 2, 37, 94,9 8, Approved bending moments (Screw 8.8) appr. M [Nm] 6,9 7, 7, 34,3 33,7,0 2,0 296,6 Spacing and edge distance Effective anchorage depth hef [] 6 Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 37, , Minimum spacing smin [] 0 0 Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h0 [] / 3) 6/ 4) Instaation torque < Tinst [Nm] Minimum screwing depth Lsd [] Maximum screwing depth Lth [] /4 3) 28 4) 34 ) Vaid ony for staticay indeterminate systems. 2) Not part of approva. 3) E/ES M2 / E M2x 4) E M6 / E M6x Mx Extract from Permissibe Service Conditions of ETA0/06 Mutipe use for nonstructura appications. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). The maximum oad per fixing point for mutipe use for nonstructura appications may, depending on nationa reguations, are beow the approved oad of the anchor. The approved oads per fixing point are reguated for their respective countries in the ETAG 00, Part 6. Loads and performance data Dropin Anchor E / ES M6x M8x M8x Mx Mx M2x M6x6 cracked and noncracked concrete Approved oads (C/ to C/) appr. F [kn],2,7 2,0 2,0 2,0 2,4 6,3 Approved bending moments (Stee 4.6) appr. M [Nm] 2,6 6,4 6,4 2,8 2,8 22,2 6,9 Approved bending moments (Stee.6) appr. M [Nm] 3,3 8, 8,,8,8 27,8 7,0 Approved bending moments (Stee.8) appr. M [Nm] 4,3,9,9 2, 2, 37, 94,9 Approved bending moments (Stee 8.8) appr. M [Nm] 6,9 7, 7, 33,7 34,3,0 2,0 Spacing and edge distance Effective anchorage depth hef [] 6 Characteristic spacing scr [] Characteristic edge distance ccr [] Minimum spacing smin [] 0 0 Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h0 [] 6 Instaation torque < Tinst [Nm] Minimum screwing depth Lsd [] Maximum screwing depth Lth [] Loads under fire exposure (Screw.6 to 8.8) Approved oads R appr. F [kn] 0,8 0,9, 0,9,, 4,0 Approved oads R appr. F [kn] 0,8 0,9, 0,9,, 4,0 Approved oads R90 appr. F [kn] 0,4 0,9 0,9 0,9,, 3,7 Approved oads R appr. F [kn] 0,3 0, 0, 0,7,0,2 2,4 Characteristic spacing scr,fi [] Characteristic edge distance ccr,fi [] Minimum spacing smin [] 0 0 Minimum edge distance cmin [] For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at a soid connection 44 6 PR MKT

45 Mechanica Heavy Duty Anchors Dropin Anchor ED Mechanica Heavy Duty Anchors Stee, zinc pated The Dropin Anchor ED is designed for temporary mounting or fastenings of machines that are to be moved at a ater time.the ED M2 D version with reinforced anchor she is especiay designed for the fastening of core driing machines. Appications Fastening of concrete processing toos such as coredris and concrete saws. Base Materia: concrete C/ C / Dropin Anchor ED Stee, zinc pated Standard Setting Too Suitabe for diamond driing equipment for Dropin Anchor ED Dri hoe Ø x depth Thread Ø x ength Package per package ED M 2 x 0 x M2 x 8 2,39 ED M 2 x D x M2 x 8 2,8 ED M 6 x 6 0 x 6 M6 x 23 2,72 ESW 2 x 090 ESW 6 x Recoended oads for Dropin Anchor ED. Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data Dropin Anchor M 2x M 2x D M 6x6 noncracked concrete Recoen. oads, tension (Screw.6 bis 8.8) C/ rec. N [kn] 7, 7,, Recoen. oads, shear (Screw.6) > C/ rec. V [kn] 9,0 9,0 6,8 Recoen. oads, shear (Screw.8/8.8) > C/ rec. V [kn] 2,0 2,0 8,0 7,0 Recoen. bending moments (Screw.6) rec. M [Nm] 27,8 27,8 Recoen. bending moments (Screw.8) rec. M [Nm] 37, 37, 94,9 Recoen. bending moments (Screw 8.8) rec. M [Nm],0,0 2,0 Effective anchorage depth hef [] 6 Characteristic spacing scr, N [] 9 Characteristic edge distance ccr, N [] , Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Dri hoe diameter do [] 6 Diameter of cearance hoe in the fixture df [] Depth of dri hoe h0 [] 6 Instaation torque Tinst [Nm] 3 3 Minimum screwing depth Lsd [] Maximum screwing depth Lth [] Spacing and edge distance Instaation parameters E M2 x E M2 x E M2 x Nm Instaation 90 6 PR MKT 4... a soid connection

46 Dropin Anchor for noncracked concrete Dropin Anchor EDDW Stee, zinc pated Dropin Anchor with DYWIDAG interna thread ) DW for post instaed threadbar (DYWIDAG ) connections. Suitabe for concrete C2/C/ or hard natura stone. Safe instaation if debris makes the thread impassibe. The Dropin Anchor does not protrude out of the concrete after removing the threadbar. Appications Mutifunctiona Anchor for concrete formwork. Cost efficient, quick fixing into existing concrete. Idea for fixing onesided formwork or temporary guardrais. Base Materia: concrete C 2/ C / or hard natura stone Dropin Anchor EDDW Stee, zinc pated For fixing threadbars in formwork Standard Setting Too for Dropin Anchor EDDW Dri hoe Ø x depth Thread Ø x ength Package per package EDDW x x DW x 3 3,76 ESW 6 x / DW x 9 Recoended oads for EDDW. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Appied oad ange noncracked concrete Recoended oads C2/ rec. F [kn] 7,3 6,9 6,8 7,4 8,7,6 22,6 > C/ rec. F [kn] 9,3 8,7 8,3 8,6 9, 2, 22,6 Spacing and edge distance Effective anchorage depth hef [] Minimum spacing smin [] 0 Minimum edge distance cmin [] 0 Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] 22 Depth of dri hoe h0 [] Length of thread Lth [] 3 Bar/Screw DW minimum instaation depth [] 28 hef = h 0 = Ø d 0 L th Instaation ) DYWIDAG interna thread (DYWIDAG is a registered trademark of Water Bau AG) E M2 x E M2 x a soid connection 46 6 PR MKT

47 Dropin Anchor Mechanica for noncracked Heavy Dutyconcrete Anchors Dropin Anchor E A4 / E HCR Mechanica Heavy Duty Anchors Stainess stee A4/36 / High corrosion resistant stee.429 (HCR) Dropin Anchor E A4 Dropin Anchor ES A4 Range of oading:,2 kn,4 kn Range of concrete quaity: C/ C/ M6 M European approved Dropin Anchor E A4 and E HCR (ETA, Option 7 and mutipe use for nonstructura appications): Deformabe expansion cone adjusts to strength of concrete as we as to size of hoe within the variation range of a dri bit from new to worn. The anchor assures easy and safe fastening. The shouder of the setting too contacts the anchor in any case. The marking setting too eaves four significant marks on each anchor as proof of correct expansion. approved MM A4 M8M6 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach RR M6M A4 Deformabe expansion cone Hoe dried with a new dri bit in concrete C/: Cone is not deformed during instaation sma dri hoe concrete C/ Cone is deformed during instaation Appications Attaching suspended ceiings, ventiation and sprinker systems, structura stee, brackets, threaded rods. Dropin Anchor E A4 M6 M6 Marking The setting too EMSW and EMSH eaves four significant marks on each anchor as proof of correct expansion. Stainess stee A4/36 Approved for concrete Dri hoe Ø x depth Thread Ø x ength Package per package E M x A4) x M x 0 0,7 E M 6 x A x M6 x 3 0 0,83 E M 8 x A4 0 x M8 x 3 0,6 E M 8 x A4 0 x M8 x 0,49 E M x A x M x,08 E M 2 x A4 00 x M2 x 8 2,9 E M 6 x 6 A4 00 x 6 M6 x 23 2,7 E M x A4 00 x M x 34 4,63 ) Not part of approva. High corrosion resistant stee.429 (HCR) on demand. 6 PR MKT a soid connection

48 Dropin Anchor for noncracked concrete and mutipe use in cracked and noncracked concrete Dropin Anchor ES A4 Stainess stee, approved for concrete Lipped Dropin for instaations in a bottomess hoe Dri hoe Ø x depth Thread Ø x ength Package per package ES M 8 x A4 0 ES M x A4 02 x M8 x 3 0, 2 x M x ES M 2 x A4 03, x M2 x 8 2, Safety Setting Too Standard Setting Too For Dropin Anchor E and ES For Dropin Anchor E, ED and ES per piece per piece EMSH 8 x 090 0,42 ESW x ,08 EMSH 8 x 09 0,38 ESW 6 x ,09 EMSH x 09 0, ESW 8 x 090 0,4 EMSH x 090 0,4 ESW 8 x 09 0,4 EMSH 2 x 090 0,47 ESW x 09 0, EMSH 2 x 09 0, ESW x 090 0, EMSH 6 x , ESW 2 x 090 0, EMSH 6 x 09 0, ESW 2 x 09 0,22 EMSH x 090 0,62 ESW 6 x 6 ESW 6 x /DW ESW x ,4 0,42 0,68 per piece ESW 8 x SDS ,07 ESW 8 x SDS 099 0,07 ESW x SDS ,08 ESW x SDS ,08 ESW 2 x SDS , SDS Setting Too For Dropin Anchor E and ES. With SDS pus connection. h m hmin hef=h0 Tinst d0 E M2 x E M2 x E M2 x Nm Instaation a soid connection 48 6 PR MKT

49 Mechanica Heavy Duty Anchors Extract from Permissibe Service Conditions of ETA02/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 38. Loads and performance data Dropin Anchor E A4 / E HCR Mx ) M6x ) M8x ) M8x Mx M2x M2x M6x6 M6x noncracked concrete Mean utimate oads, tension C/ Num [kn] 8,0 2,2 4,2 6, 9,8 27,7 4,0 62,7 Mean utimate oads, shear C/ Vum [kn],7 8, 4, 4,8,3 37,3 64,9 94,6 Approved oads, tension C/ appr. N [kn],6 4,0 4,0 4,3 6, 8, 2,6 7,2 C/ appr. N [kn],7 4,2 4,3 4,7 6,7 9,3 3,8 8,8 C/37 appr. N [kn],9 4,4 4,8,2 7,4,3,3,9 C/ appr. N [kn] 2,2 4,9,6 6, 8,6 2,0 7,8 24,3 C/ appr. N [kn] 2,, 6, 6,6 9,4 3,2 9, 26,7 Approved oads, shear > C/ appr. V [kn] 2,3 3,2 4,9 4,9 6,, 9,2,4 Approved bending moments (Screw A4) appr. M [Nm],0,9,9 23,8 42, 6,7 7,9 Spacing and edge distance Effective anchorage depth hef [] 6 Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 37, , Minimum spacing smin [] 0 Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Mx Mechanica Heavy Duty Anchors Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h0 [] / 2) 6/ 3) Instaation torque < Tinst [Nm] Minimum screwing depth Lsd [] Maximum screwing depth Lth [] 3 3 8/4 2) 28 3) 34 ) Vaid ony for staticay indeterminate systems. Size M not part of approva. 2) E/ES M 2x/E M 2x 3) E M 6x6/E M 6x For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at Extract from Permissibe Service Conditions of ETA0/06 Mutipe use for nonstructura appications. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). The maximum oad per fixing point for mutipe use for nonstructura appications may, depending on nationa reguations, are beow the approved oad of the anchor. The approved oads per fixing point are reguated for their respective countries in the ETAG 00, Part 6 Loads and performance data Dropin Anchor E A4 / E HCR M6x M8x M8x Mx M2x M6x6 cracked and noncracked concrete Approved oads (C/ to C/) appr. F [kn],2,7 2,0 2,0 2,4 6,3 Approved bending moments (A4) appr. M [Nm],0,9,9 23,8 42, 6,7 Spacing and edge distance Effective anchorage depth hef [] 6 Characteristic spacing scr [] 2 0 Characteristic edge distance ccr [] Minimum spacing smin [] 0 Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] 8 2 Diameter of cearance hoe in the fixture df [] Depth of dri hoe h0 [] 6 Instaation torque < Tinst [Nm] Minimum screwing depth Lsd [] Maximum screwing depth Lth [] Loads under fire exposure Approved oads R appr. F [kn] 0,8 0,9,,, 4,0 Approved oads R appr. F [kn] 0,8 0,9,,, 4,0 Approved oads R90 appr. F [kn] 0,4 0,9 0,9,, 3,7 Approved oads R appr. F [kn] 0,3 0, 0,,0,2 2,4 Characteristic spacing scr,fi [] Characteristic edge distance ccr,fi [] Minimum spacing smin [] 0 Minimum edge distance cmin [] For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at 6 PR MKT a soid connection

50 Anchor for prestressed hoow concrete sabs Hoow Core Anchor Easy Stee, zinc pated Range of oading: Concrete quaity: 0,7 kn 4,3 kn > C4/ respectivey B; prestressed hoow concrete sabs G 09 M8 M2 The HoowCore Anchor Easy is a one piece unit, speciay designed for anchoring in prestressed hoow concrete sabs. Tightening the screw or nut pus the expansion cone inside the anchor seeve which keys into in the cavity or provides strong expansion in soid concrete. The approva Z2.78 aows the anchor to be instaed even if the dri hoe does not hit the cavity. RR Advantages: Simpe and fexibe to use Even approved if the dri hoe does not hit the cavity To be used with standard screws or threaded rods Appications Suspension of ventiation, sprinker system, fase ceiings, brackets with threaded studs or screws, ducts, anchoring prefabricated panes on hoow concrete foors/ceiings. Hoow Core Anchor Easy Note on the used screws: The screws must have a sufficienty ong thread in order to expand the anchor safey. Recoended screws to be used DIN 933 / DIN EN ISO 898 The required screw ength is determined by the minimum ength of screw (see tabe page ) + the thickness of the fixture () screws M6 at east have the strength 8.8 M8 M2 at east.8 Stee, zinc pated For prestressed hoow concrete sabs Dri hoe Ø Thread Ø Package pieces per package Easy M 6 M6 0,2 Easy M M8 0,72 Easy M 0 6 M,66 Easy M M 2,08 Note to the threaded stud and nuts used: The minimum required stud ength is determined by the minimum ength of stud (see tabe page ) + the thickness of the fixture (), if exist M6 threaded stud must have at east the strength of 8.8, M6 nut must have strength cass 8 M8M2 threaded stud must have at east the strength of.8, M8M2 nut must have strength cass Instaation Nm... a soid connection 6 PR MKT

51 Extract from Permissibe Service Conditions of Z2.78 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 39. Mechanica Heavy Duty Anchors Loads and performance data Easy M 6 M 8 M M 2 Prestressed hoow concrete sabs > C4/ Web thickness du [] m Mean utimate oads, tension C4/ Num [kn] 6,6 8,6 8,6 8,6 7,0 9,3,7,7 9, 2,0 8,4 8,4 9,4 2,3 9,0 22,7 Mean utimate oads, shear C4/ Vum [kn] 6,9 3) 8, 3) 8, 3) 8, 3) 7,3 8,7 9,2 9,2 8,0 9,4 2,2 4, 8,3 9,8 2,7, Singe anchor Approved oads ) (for c > ccr) F ) [kn] 0,7 0,9 2,0 2,9 0,7 0,9 2,0 3,6 0,9,2 3,0 3,6,0,2 3,0 4,3 Edge distance ccr [] Approved oads ) (for cmin) F ) [kn] 0,3 0,8,8 2,4 0,3 0,8,8 3,0 0,8,0 2,7 3,0 0,8,0 2,7 3,6 Minimum edge distance cmin [] Spacing scr [] Pair of anchors 2) Approved oads ) (for c > ccr) F ) [kn] 0,7,4 2,6 3,9 0,7,4 2,6 4,8, 2,0 4,8 4,8,2 2,0 4,8,7 Minimum spacing smin [] Edge distance ccr [] Approved oads ) (for cmin) F ) [kn] 0,3, 2,3 3,2 0,3, 2,3 4,0 0,9,8 4,3 4,3,0,8 4,3 4,8 Minimum spacing smin [] Minimum edge distance cmin [] Approved bending moments Stud / Screw, stee.8 [Nm],7 2,4 37,4 Stud / Screw, stee 8.8 [Nm] 4,4 7, 34,2 9,8 Instaation parameters Length of seeve (without cone) L [] 3 4 Minimum ength of screw min s [] Minimum ength of stud min b [] Minimum strength of stud / screw Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe h0 [] Instaation torque Tinst [Nm] ) For edge distance cmin < c < ccr can be determined by inear interpoation. 2) Approved oads vaid for doube anchorage. Recoended oad of the most stressed anchor may not exceed the recoended oad of a singe anchor. On doube anchorages with spacing smin < s < scr the recoended oad my be determined by inear interpoation, assuming the imiting vaue s = scr for the doube anchorage exposed to tension is twice the recoended oad of a singe anchor. 3) Screw 8.8 Instaation with a threaded stud Instaation with a screw Hoow Condition: bh [ 4,2 x bst bst bh Mechanica Heavy Duty Anchors du web thickness csp c du csp c Soid d0 Arrangement of the anchors L h0 Tinst Tinst Joint b s = Fixture thickness du = Web thickness bh = Width of hoow bst = Width of web csp = Spacing to tension wire c = Edge distance 6 PR MKT... a soid connection

52 Highoad Anchor for cracked and noncracked concrete Highoad Anchor SZ Stee, zinc pated Highoad Anchor SZS Highoad Anchor SZB Highoad Anchor SZSK ESR 337 M6 M Range of oading: 2,4 kn 73,8 kn Range of concrete quaity: C/ C/ M8 M M8M C+C2 RR MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach The ETA (Option ) approved Highoad Anchor SZ is a highperformance through fastening Anchor System with three part expansion seeve This aows for smaer spacings and edge distances with high oads. The pastic compression ring ensures the camping of the mounted piece to the work surface. Three different modes of the Highoad Anchor SZ are avaiabe: Screw/washer SZS, Bothead SZB and for fush surface mounting SZSK. A modes have been shocktested by the federa office for popuation protection in Bern/ Switzerand. Advantages High tension and shear oads Screw/washer (SZB) mode and fat head (SZSK) mode for finished surfaces Can be dismanted with a fush surface resut (ony the cone and expansion seeve remain in the drihoe) Smaer spacings and edge distances Fire protection approved (See Page 39) Approved to use under seismic action according to the performance category C+C2 (M8M) Appications Medium to highoad anchoring in cracked and noncracked concrete, e.g. trusses, raiings, machines, scaffoding and consoes.... a soid connection 2 6 PR MKT

53 Mechanica Heavy Duty Anchors Highoad Anchor SZ Stee, zinc pated SZB SZS ETA approva for cracked and noncracked concrete Type SZS Type SZB Dri hoe Ø x depth Typ S Anchorength Typ B Fixture thickness t fix SZ x M 6 0 3, SZ x M 6,94 SZ x M 6 2,47 SZ x6 7 M 6 2,94 SZ 0 4 x M 6 2,0 SZ 4 6 2x 7 0 M 8 2,93 SZ x 8 90 M 8 3,3 SZ x M 8 4, SZ x M 8 2,47 SZ 64 2x 0 M 8 3,22 SZ 4 6 x M 2,8 SZ x9 8 M 3,3 SZ x M 3,9 SZ x M 4, SZ x M, SZ 4 6 8x M 2 3,84 SZ x M 2 4,8 SZ x M 2 4,3 SZ x M 2,2 SZ x M 2 6,26 SZ 63 8x M 2 3, SZ x 37 0 M 6 4, SZ x 7 M 6 4,7 SZ x 87 M 6,8 SZ x M 6 3,49 SZ 2 L x M 6 4, SZ 24 L x M 6,7 SZ 24 L x M 6 6, SZ x 72 8 M 7,76 SZ x 92 M 4,3 SZ x M,02 SZ x M,88 Thread P. cont. per p. Mechanica Heavy Duty Anchors Highoad Anchor SZSK Stee, zinc pated; with countersunk head ETA approva for cracked and noncracked concrete Dri hoe Ø x depth Settingdepth Settingdepth Anchorength Fixture thickness t fix SZSK x 6 M 6,69 SZSK 2 x 6 8 M 6 2, SZSK 3 x 6 0 M 6 2,8 SZSK x M 8 3,0 SZSK x 9 M 8 3,6 SZSK x M 8 2,33 SZSK 42 x M 2,9 SZSK 422 x 9 8 M 3,29 SZSK x M 3, SZSK 423 x M 3,96 SZSK x 9 M 2 3,99 SZSK x 9 3 M 2 4,62 Other engths and specia assembies on demand. Thread P. cont. per p. 6 PR MKT 3... a soid connection

54 SZ M8 SZ M8 Highoad Anchor for cracked and noncracked concrete Extract from Permissibe Service Conditions of ETA02/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 39. Loads and performance data Highoad Anchor SZ SZ M 6 cracked concrete Mean utimate oads, tension C/ Num [kn] 6, 2, 32,8 42,,8 79,8,0 Mean utimate oads, shear C/ Vum [kn] 8,0/9,0 ) 28,3,4 ) 42,0/8,6 ) 7,3/83,7 ) 6,0/43,7 ) 6,0/43,7 ),4/98, ) Approved oads, tension C/ appr. N [kn] 2,4,7 7,6 2,3 7, 2, 24,0 C/ appr. N [kn] 2,6 6,3 8,3 3,4 8,8 23,2 26,2 C/37 appr. N [kn] 2,9 7,0 9,3 4,9,9,7 29, C/ appr. N [kn] 3,4 8,,8 7,3 24,2 29,9 33,9 C/ appr. N [kn] 3,7 8,9,8 9,0 26,6 32,8 37, Approved oads, tension noncracked concrete C/ appr. N [kn] 7,6 9, 4,3 7,2 24,0 29,7 33,6 C/ appr. N [kn] 7,6,4,6 8,8 26,3 32, 36,8 C/37 appr. N [kn] 7,6,6 7,4,9 29,3 36,,9 C/ appr. N [kn] 7,6 3,,2 24,3 34,0 4,9 47, C/ appr. N [kn] 7,6 3,8 2,9 26,7 37,3 4,9 2,0 cracked concrete Approved oads, shear SZS and SZSK C/ appr. V [kn],3,9, 24, 34,3 42,3 47,9 > C/ appr. V [kn],3 7, 22, 26,9 37,6 46,3 2, Approved oads, shear SZB C/ appr. V [kn] 9, 4,3, 24, 34,3 42,3 47,9 > C/ appr. V [kn] 9, 4,3,6 26,9 37,6 46,3 2, noncracked concrete Approved oads, shear SZS and SZSK C/ appr. V [kn],3 7, 27,4 34,4 48, 9,3 67,2 > C/ appr. V [kn],3 7, 27,4 37,7 2,7 6,0 73,6 Approved oads, shear SZB C/ appr. V [kn] 9, 4,3,6 34,4 48, 2,0 67,2 > C/ appr. V [kn] 9, 4,3,6 36,0 2,0 2,0 69,7 cracked concrete / noncracked concrete Approved bending moments appr. M [Nm] 6,9 7, 34,3,0 2,0 2,0 296,6 Spacing and edge distance Effective anchorage depth hef [] 7 0 Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] , 72, 87, Minimum spacing / for edge distance c smin /c [] / /0 / / 0/ 0/ /0 Minimum edge distance / for spacing s cmin /s [] /0 / /7 /0 0/2 0/2 / Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque Tinst [Nm] / 2) / 2) / 2) / 2) 2 Width across nut SZ (S, B) SW [] Interna hexagon size SZSK SWHex [] Minimum thickness of fixture for SZSK > [] 8/4 3) / 3) 4/6 3) 8/7 3) ) SZB / SZS, SZSK 2) Instaation torque for type SZSK (with countersunk head). 3) fu shear oad/without shear oad For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at SZ 2 M 8 SZ M SZ 8 M 2 SZ 24 M 6 SZ 24L M 6 SZ 28 M d0 h m hmin hef Tinst Dimensions countersunk head SZSK [] d d2 h SZSK M 6 6, 9, 3,9 SZSK 2 M 8,,,0 SZSK M 24, 4,,7 SZSK 8 M 2 29, 7, 6,7 Countersunk head (type SZSK). d 4 h Instaation L d2 90 Nm... a soid connection 4 6 PR MKT

55 Mechanica Heavy Duty Anchors Highoad Anchor SZ A4 Mechanica Heavy Duty Anchors Stainess stee A4/36 Highoad Anchor SZS A4 Highoad Anchor SZB A4 Highoad Anchor SZSK A4 Loads: Concrete quaity: 4,3 kn 2,6 kn C/ C/ ESR 337 M8 M6 RR MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach C+C2 Appications Medium to highoad mounting in cracked and noncracked concrete, e.g. trusses, raiings, machines, scaffoding and consoes. Even in damp rooms and outdoors. The SZ A4/36 is the stainessstee version of the tried and tested Highoad anchor SZ. It aso posesses ETA (Option ) approva. Highoad Anchor SZ is a highperformance through fastening Anchor System with three part expansion seeve. This aows for smaer spacings and edge distances with high oads. The pastic compression ring ensures the camping of the mounted piece to the work surface. Three different modes of The Highoad Anchor SZ are avaiabe: screw/washer SZS, Bothead SZB and for a fush surface mounting SZSK. A modes habe been shocktested by the federa office for popuation protection in Bern/Switzerand. Advantages High tension and shear oads Screw/washer (SZS) mode and fat head (SZSK) mode for finished surfaces Can be dismanted with a fush surface resut (ony the cone and expansion seeve remain in the drihoe) smaer spacings and edge distances Fire protection approved (See Page 39) Approved to use under seismic action according to the performance category C+C2 6 PR MKT... a soid connection

56 Highoad Anchor for cracked and noncracked concrete Highoad Anchor SZ A4 Stainess stee A4/36 Approva for cracked and noncracked concrete SZB SZS Typ SZS Typ SZB Dri hoe Ø x depth Settingdepth Typ S Typ B SZ A x M8 SZ 2 A x 8 89 M8 3,3 SZ 2 A x 9 M8 4, SZ 2 A x 29 M8 2,47 SZ A4 64 2x 79 0 M8 3,22 SZ A4 4 6 x M 2,8 SZ A x9 8 6 M 3,3 SZ A x9 8 6 M 3,9 SZ 4 A x M 4, SZ 9 A x M, SZ A x M 2 3,84 SZ 8 A x M 2 4,8 SZ 8 A x M 2 4,3 SZ 8 A x 9 48 M 2,2 SZ 8 A x M 2 6,26 SZ A4 63 8x M 2 3, SZ 2 A x 37 0 M 6 4, SZ 24 A x 7 M 6 4,7 SZ 24 A x 87 M 6,8 SZ 2 A4 6 24x M 6 3,49 Highoad Anchor SZSK A4 Anchorength Fixturethickness Thread P. cont. per p. 2,93 Stainess stee A4/36 Approva for cracked and noncracked concrete SZSK 2 A4 Dri hoe Ø xdepth Settingdepth Anchorength Fixturem thickness Thread P. cont. per p. 2 x M8 3,0 43 SZSK 2 A x 9 M8 3,6 SZSK 2 A x M8 2,33 SZSK A x M 3,07 SZSK A x 9 8 M 3,29 SZSK 3 A x M 3, SZSK A x M 3,96 SZSK 8 A x 9 M 2 3,99 SZSK 8 A x 9 3 M 2 4,62 Other engths and specia assembies on demand.... a soid connection 6 6 PR MKT

57 SZ M8 SZ M8 Mechanica Heavy Duty Anchors Extract from Permissibe Service Conditions of ETA02/00 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 39. Loads and performance data Highoad Anchor SZ A4/36 cracked concrete Mean utimate oads, tension C/ Num [kn] 9,8 3,6 37,2 68,8 Mean utimate oads, shear C/ Vum [kn] 32,4 47,9 72,9, Approved oads, tension C/ appr. N [kn] 4,3 7,6 2,3 7, C/ appr. N [kn] 4,7 8,3 3,4 8,8 C/37 appr. N [kn],2 9,3 4,9,9 C/ appr. N [kn] 6,,8 7,3 24,2 C/ appr. N [kn] 6,6,8 9,0 26,6 noncracked concrete Approved oads, tension SZS, SZSK / SZB C/ appr N [kn] 7,6,9 6,7 24,0 C/ appr. N [kn] 8,3 3,0 8,3 26,3 C/37 appr. N [kn] 9,3 4,,3 29,3 C/ appr N [kn] 9,9 /,8,7 / 6,8 22,9 / 23,6 34,0 C/ appr. N [kn] 9,9 /,8,7 / 8,4 22,9 /,8 37,3 cracked concrete Approved oads, shear SZS, SZSK C/ appr. V [kn] 2,6 9,4 24, 34,3 > C/ appr. V [kn] 2,6 9,4 26,9 37,6 Approved oads, shear SZB C/ appr. V [kn] 3,7, 24, 34,3 > C/ appr. V [kn] 3,7 2, 26,9 37,6 noncracked concrete Approved oads, shear SZS, SZSK C/ appr. V [kn] 2,6 9,4 32,6 48, > C/ appr V [kn] 2,6 9,4 32,6 48,3 Approved oads, shear SZB C/ appr. V [kn] 3,7 2, 34,4 48, > C/ appr. V [kn] 3,7 2, 3,4 2,6 cracked concrete / noncracked concrete Approved bending moments SZS, SZSK / SZB appr. M [Nm],9 / 4,9 23,8 / 29,7 42, / 2,6 6,2 / 32,6 SZ 2 M 8 SZ M SZ 8 M 2 SZ 24 M 6 Mechanica Heavy Duty Anchors Spacing and edge distance Effective anchorage depth hef [] 7 0 Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 90 6, cracked concrete Minimum spacing / for edge distance c smin /c [] / / / / Minimum edge distance / for spacing s cmin /s [] / / / /0 noncracked concrete smin /c [] / / / / cmin /s [] / 8/8 / / Minimum thickness of concrete sab hmin [] 0 Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture < df [] Depth of dri hoe h [] 9 Instaation torque SZS / SZSK / SZB Tinst [Nm] / 7, / 3 / 42, / / / 90 / / Width across nut SZS / SZB SW [] Interna hexagon size SZSK SWHex [] 6 8 Minimum thickness of fixture for SZSK > [] / ) 4 / 6 ) 8 / 7 ) ) fu shear oad/without shear oad. For anchor designing, an easy to operate CDROM is avaiabe on request or can be downoaded at h m hmin hef Tinst Dimensions countersunk head SZSK A4 [] d d2 h SZSK 2 M 8,,,0 SZSK M 24, 4,,7 SZSK 8 M 2 29, 7, 6,7 d0 Countersunk head SZSK A4. d Instaation L h 4 d2 90 Nm 6 PR MKT 7... a soid connection

58 Highoad Anchor for noncracked concrete Highoad Anchor SL Stee, zinc pated / Stainess stee A4/36 Highoad Anchor SL Highoad Anchor SL A4 Range of oading:,4 kn 66,8 kn Range of concrete quaity: C2/ C/ The Highoad Anchor SL is a torque controed seeve anchor for through fastenings in noncracked concrete. Three versions are avaiabe: SLS with hexagon head screw, SLB with hexagon nut and SLSK with countersunk head screw. New: European technica approva, Option 7 for anchor size M stee gavanized. German approva in concrete strength cass C2/. Appications Medium to heavy duty anchorings of base pates, supports, paet racks, brackets, raiings in noncracked concrete. Highoad Anchor SL MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach M zinc pated M zinc pated Stee, zinc pated For noncracked concrete SLB SLS Type SLS Type SLB Dri hoe Ø x depth Settingdepth Anchorength Fixturethickness Thread P. cont. per p. Typ S Typ B SL 4x M 2,38 SL x M 2,7 SL x M 3,08 SL x M 3,73 SL x M 4,43 SL x M,8 SL x M,32 SL x M 4,96 Other ength and specia assembies on demand. Highoad Anchor SL A4) Stainess stee A4/36 For noncracked concrete SLB SLS Type SLS Type SLB Dri hoe Ø x depth Settingdepth Anchorength Fixturethickness Thread Typ S Typ B SL A4 0 x SL A4 0 x M6 2, SL A4 0 x M6 2,69 SL 4 A x M 2, SL 4 A x M 3,02 SL 4 A x M 3,68 SL 28 A x M 4, SL 28 A x M,02 M6 P. cont. per p. pcs,73 Other ength and specia assembies on demand. ) Not part of approvas.... a soid connection 8 6 PR MKT

59 Mechanica Heavy Duty Anchors Highoad Anchor SLSK A4) Stainess stee A4/36 For noncracked concrete Type SLSK SL A4 Dri hoe Ø x depth Settingdepth Anchorength Fixturethickness 03 x Other ength and specia assembies on demand. ) M zinc pated M6 Highoad Anchor SL SL SL 4 M SL ) M6 stee, zinc ptd. A4 approved vaues noncracked concrete Mean utimate oads, tension per p. 2,32 Recoended oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γm and γf). Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data P. cont. Not part of approvas. Extract from Permissibe Service Conditions of ETA08/02 and Z M zinc pated Thread SL 4) M SL 28) M A4 A4 recoended vaues noncracked concrete C/ Num [kn] 43,3,9,8,8 C/ Num [kn] 3,6,8 4,3 8,7 C2/ N [kn] 7,6 C/ N [kn] 9,,4 2,6 33, C/37 N [kn],6,4 3,8 36,9 C/ N [kn] 3,4,4, 47,3 C/ N [kn] 4,8,4, 2,0 C2/ V [kn] 3,3 > C/ V [kn] 3,3 6,7 4, 66,8 M [Nm] 34,3 4,9 23,9 8, Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 97, 67, 97, 87, Minimum spacing smin [] 0 90 Minimum edge distance cmin [] 90 2 Minimum thickness of concrete sab hmin [] Loads, tension Loads, shear Bending moments Spacing and edge distance Instaation parameters Dri hoe diameter do [] 4 4 Diameter of cearance hoe in the fixture df [] Depth of dri hoe h [] 8 8 Instaation torque Tinst [Nm] 0 Width across nut SW [] 7 7 For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at ) Not part of approvas. h m hmin hef Tinst d0 Dimensions countersunk head SLSK [] d d2 h SLSK M 6,0,0 6,0 L Countersunk head version SLSK. d Instaation 4 Nm h SZ M8 SZ M8 90 d2 6 PR MKT 9... a soid connection Mechanica Heavy Duty Anchors SLSK

60 Chemica Anchors... a soid connection 6 PR MKT

61 Product Range 6 Light Duty Anchors Chemica Anchors Mechanica Heavy Duty Anchors 6 PR MKT 6... a soid connection

62 Injection System for cracked and noncracked concrete Injection System VMZ Conica Stud VMZA Cartridge VMZ for siicone guns Content: m NEW Cartridge VMZ 2 for siicone guns Content: 2m, ink. 2 Static mixer on Cartridge MM24 from VMZ M8 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach MM24 HCR Advantages: sma thickness of concrete sab no oad reduction for wet or waterfied dri hoes for dri hoes d0=4 and arger approved from C to+ C temperature of base materia whie instaing approved to use under seismic action according to the performance category C and C2 (MM24) through fastening instaation possibe for M and bigger (no additiona accessories required) VMZ 7 M 2: dri hoe ike M but connection thread M2 (ideay suited for through fastening instaation) with fire test report (oads see page 39) arge variety of different diameters, anchorage depths and engths very economic fixings, optimized to the requirements of the fixing opened cartridges can be reused with a new mixer nozze Tested according to ZTV tunne temperature curve (MM24 HCR). Load capacities see page. Cartridge VMZ 34 Sidebyside Cartridge Content: 34m Cartridge VMZ 4 Coaxia Cartridge Content: 4m Appications: Heavy duty fastenings in cracked and noncracked concrete, e.g. stee beams, stee supports, raiings, brackets, facade substructures, cabe trays, fixing of bridge raiings according to GEL 4 (VMZ 7 M2/3 A4) and GEL 33 (VMZ 90 M6/7 A4). Cartridge VMZ 34 express Sidebyside Cartridge Content: 34m Range of oading: 4,3 kn,7 kn Range of concrete quaity: C/ C/ Materia: Stee, zinc pated, Stainess stee A4, Stainess stee HCR on demand: hot dip gavanized or sheradized The Injection System VMZ consists of an anchor rod with conica expansion eements and a 2 component injection adhesive. This combination provides extremey high oad bearing capacity even at minimum edge distance and spacing. The VMZ system combines the benefits of bonded anchors and expansion anchors in a European technica approved fastening system for both cracked and noncracked concrete.... a soid connection FF 62 Injection Cartridge VMZ Two component cartridge, styrenefree Various cartridge systems Approved for cracked and noncracked concrete Con Content tent of master box m per master box per piece Cartridge VMZ ,32 0,36 Cartridge VMZ 2) , 0,6 Cartridge VMZ ,28 0,69 Cartridge VMZ ,84 0,83 Cartridge VMZ 34 express ,00 0,6 Static mixer VMX (for a cartridge) ,2 0,0 Mixer extension VMXE /0 (0) ,0 Mixer extension VMXE /0 (0) 89 0,02 Instaation wedge VMZMK ,0 One static mixer as we as one screwon cap comes with each cartridge. Usabe ength of static mixer see page 66. ) Cartridge VMZ 2 comes with 2 mixers. 6 PR MKT

63 Chemica Anchors Conica Stud VMZA May be used in structures subject to dry interna conditions Stee, zinc pated Version LG: with thread to concrete surface Dri hoe depth from 42 Dri hoe Ø x depth from VMZ M8 Setting depth FF Fixture thickness MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Anchorength Thread P. cont. per p. VMZA M8/6 32 x M8x22 0, VMZA M8/ 32 x 2 M8x22 0,36 VMZA M8/9 323 x 2 9 M8x3 0,4 VMZA M84/ 324 x 2 4 M8x3 0,47 VMZA M/8 3 2x Mx8 0,6 VMZA M/ x Mx27 0,66 VMZA M/ 322 2x6 63 Mx27 0,72 VMZA M/ x Mx47 0,87 VMZA M0/ x Mx7, VMZA 7 M/ 32 2x 78 Mx27 0,7 VMZA 7 M2/ x 78 M2x37 0,8 VMZA 7 M2/ x 78 3 M2x2 0,9 VMZA 7 M2/ x 78 M2x72,0 VMZA 7 M2/ x 78 7 M2x87, VMZA M2/ x7 74 M2x36, VMZA M2/ 32 4x8 84 M2x2,7 VMZA M2/ 323 4x8 84 M2x36,28 VMZA M2/ 323 4x8 84 M2x46,49 VMZA M/ x M2x7,93 VMZA M2/ x M2x7 2,7 VMZA M26/ x M2x7 2,7 VMZA 9 M2/ x0 99 M2x36, VMZA 0 M2/ x 4 4 M2x36,46 VMZA 0 M2/ x 4 M2x6,7 VMZA 0 M/ x M2x84 2,2 VMZA M2/ x 4 M2x36, VMZA M2/ x 29 M2x36,7 VMZA 90 M6/4 3 8 x M6x44 2, VMZA M6/ 3 8x3 9 M6x44 2,4 VMZA M6/ 3 8x33 M6x44 2,78 VMZA M6/2 3 8x33 2 M6x 3, VMZA M/2 3 8x M6x6 4,23 VMZA M66/3 3 8x M6x90, VMZA 4 M6/0 3 8x3 0 M6x44 3, VMZA M6/ x M6x44 3,4 VMZA M6/ x M6x 3,98 VMZA M/ x M6x6 4,62 VMZA M/ x 7 Mx46 2, VMZA M/2 LG x 2 Mx4 3, VMZA M/ x 2 Mx33 3,2 VMZA M/ x Mx46 3,83 VMZA M0/ x 0 Mx7 4,46 VMZA 90 M/ x Mx46 4, VMZA M24/ x M24x 4,8 VMZA M2/ x M24x7,46 VMZA 0 M24/290 LG x M24x7, VMZA 0 M24/ x M24x, VMZA 0 M2/ x M24x7 6,0 VMZA 2 M24/ x M24x,73 Other engths or threads on demand. Dispenser and accessories for dri hoe ceaning see page PR MKT a soid connection Chemica Anchors MM24

64 Injection System for cracked and noncracked concrete Conica Stud VMZA A4 Stainess stee A4 / 36 May be used in structures subject to dry interna conditions or externa atmospheric exposure Version LG: with thread to concrete surface Dri hoe depth from 42 MM24 Dri hoe Ø x depth from VMZ M8 Setting depth MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach FF Fixture thickness Anchorength Thread P. cont. per p. VMZA M8/6 A4 32 x M8x22 0, VMZA M8/ A4 32 x 2 M8x22 0,36 VMZA M8/9 A4 323 x 2 9 M8x3 0,4 VMZA M84/ A4 324 x 2 4 M8x3 0,47 VMZA M/8 A4 3 2x Mx8 0,6 VMZA M/9 A x Mx27 0,66 VMZA M/ A x6 63 Mx27 0,72 VMZA M/3 A x Mx47 0,87 VMZA M0/7 A x Mx7, VMZA 7 M/ A4 32 2x 78 Mx27 0,7 VMZA 7 M/ A x 78 Mx47 0,86 VMZA 7 M2/ A x 78 M2x37 0,8 VMZA 7 M2/3 A x 78 3 M2x2 0,9 VMZA 7 M2/ A x 78 M2x72,0 VMZA 7 M2/7 A x 78 7 M2x92, VMZA M2/ A x7 74 M2x36, VMZA M2/ A x7 74 M2x36,33 VMZA M2/ A4 32 4x8 84 M2x2,7 VMZA M2/ A x8 84 M2x36,28 VMZA M2/ A x8 84 M2x46,49 VMZA M/0 A x M2x7,93 VMZA M2/2 A x M2x7 2,7 VMZA M26/26 A x M2x7 2,7 VMZA 9 M2/ A x0 99 M2x36, VMZA 0 M2/4 A x 4 4 M2x36,46 VMZA 0 M2/ A x 4 M2x6,7 VMZA 0 M/2 A x M2x84 2,2 VMZA M2/ A x 4 M2x36, VMZA M2/ A x 29 M2x36,7 VMZA 90 M6/4 A4 3 8x M6x44 2, VMZA 90 M64/ A4 38 8x M6x9 2,78 VMZA 90 M6/7 A x M6x74 3,08 VMZA M6/ A4 3 8x3 9 M6x44 2,4 VMZA M6/ A4 3 8x33 M6x44 2,78 VMZA M6/2 A4 3 8x33 2 M6x 3, VMZA M/2 A4 3 8x M6x6 4,23 VMZA M66/3 A4 3 8x M6x90, VMZA 4 M6/0 A4 3 8x3 0 M6x44 3, VMZA M6/2 A x M6x44 3,4 VMZA M6/24 A x M6x 3,98 VMZA M/28 A x M6x6 4,62 VMZA M/7 A x 7 Mx46 2, VMZA M/2 LG A x 2 Mx4 3, VMZA M/2 A x 2 Mx33 3,2 VMZA M/ A x Mx46 3,83 VMZA M0/ A x 0 Mx7 4,46 VMZA 90 M/27 A x Mx46 4, VMZA M24/2 A x M24x 4,8 VMZA M2/3 A x M24x7,46 VMZA 0 M24/290 LG A x M24x7, VMZA 0 M24/290 A x M24x, VMZA 0 M2/3 A x M24x7 6,0 VMZA 2 M24/3 A x M24x,73 Other engths or threads on demand.... a soid connection 64 6 PR MKT

65 Chemica Anchors Conica Stud VMZA HCR For use in particuary corrosive environments Stainess stee HCR High Corrosion Resistant Stee grade.429 Version LG: with thread to concrete surface FF MM24 MM24 Dri hoe Ø xd epth MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Setting depth Fixture thickness Anchorength Thread P. cont. per p. VMZA M8/6 HCR 326 x M8x22 0, VMZA M8/ HCR 326 x 2 M8x22 0,36 VMZA M8/9 HCR 3236 x 2 9 M8x3 0,4 VMZA M84/ HCR 3246 x 2 4 M8x3 0,47 VMZA M/8 HCR 36 2x Mx8 0,6 VMZA M/9 HCR x Mx27 0,66 VMZA M/ HCR x6 63 Mx27 0,72 VMZA M/3 HCR x Mx47 0,87 VMZA M0/7 HCR x Mx7, VMZA 7 M/ HCR 326 2x 78 Mx27 0,7 VMZA 7 M2/ HCR x 78 M2x37 0,8 VMZA M2/ HCR x7 74 M2x36, VMZA M2/ HCR 326 4x8 84 M2x2,7 VMZA M2/ HCR x8 84 M2x36,28 VMZA M2/ HCR x8 84 M2x46,49 VMZA M/0 HCR x M2x7,93 VMZA M2/2 HCR x M2x7 2,7 VMZA M26/26 HCR x M2x7 2,7 VMZA 9 M2/ HCR x0 99 M2x36, VMZA 0 M2/4 HCR x 4 4 M2x36,46 VMZA 0 M2/ HCR x 4 M2x6,7 VMZA 0 M/2 HCR x M2x84 2,2 VMZA M2/ HCR x 4 M2x36, VMZA M2/ HCR x 29 M2x36,7 VMZA 90 M6/4 HCR 36 8x M6x44 2, VMZA M6/ HCR 36 8x3 9 M6x44 2,4 VMZA M6/ HCR 36 8x33 M6x44 2,78 VMZA M6/2 HCR 36 8x33 2 M6x 3, VMZA M/2 HCR 36 8x M6x6 4,23 VMZA M66/3 HCR 36 8x M6x90, VMZA 4 M6/0 HCR 36 8x3 0 M6x44 3, VMZA M6/2 HCR x M6x44 3,4 VMZA M/7 HCR x 7 Mx46 2, VMZA M/2 LG HCR x 2 Mx4 3, VMZA M/2 HCR x 2 Mx33 3,2 VMZA M/ HCR x Mx46 3,83 VMZA M0/ HCR x 0 Mx7 4,46 VMZA 90 M/27 HCR x Mx46 4, VMZA M24/2 HCR x M24x 4,8 VMZA 0 M24/290 LG HCR x M24x7, VMZA 0 M24/290 HCR x M24x, VMZA 0 M2/3 HCR x M24x7 6,0 VMZA 2 M24/3 HCR x M24x,73 Other engths or threads on demand. 6 PR MKT 6... a soid connection Chemica Anchors MKT Software 3. HCR

66 Injection System for cracked and noncracked concrete Usabe ength Static mixer VMX/VMXP Dri hoes must aways be fied from the bottom of the hoe to ensure no air pockets are trapped in the mortar. This is ony possibe when the tip of the mixing nozze reaches the very bottom of the dri hoe before injecting the mortar. If the mixing nozze does not reach the bottom of the dri hoe, a mixer extension tube must be used. Outer diameter mixer: ø 9, ø 2 ø 4 ø 6 ø 8 ø 22 ø Curing Time Injection Adhesive VMZ Temperature ( C) of the base materia Ge time Cartridge temperature when instaing min. + C dry base materia Curing time wet base materia C : h 6:00 h 2:00 h) 4 C to C 4 min 6:00 h 2:00 h) 0 C to +4 C min 3:00 h 6:00 h + C to +9 C 2 min 2:00 h 4:00 h + C to +9 C 6 min : h 2: h + C to +29 C 4 min 4 min : h + C to +34 C 2 min min min +3 C to +39 C,4 min min min + C,4 min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be dried and ceaned directy prior to the instaation of the anchor. Curing Time Injection Adhesive VMZ express Cartridge temperature when instaing min. + C Temperature ( C) of the base Ge time Curing time materia dry base materia wet base materia C min 4:00 h 8:00 h) 4 C to C min 4:00 h 8:00 h) 0 C to +4 C min 2:00 h 4:00 h + C to +9 C 6 min :00 h 2:00 h + C to +9 C 3 min min min + C to +29 C min min min + C min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be dried and ceaned directy prior to the instaation of the anchor.... a soid connection 66 6 PR MKT

67 Chemica Anchors Ceaning Brush RB M6 With connection thread M6 extension for arge depths of dri hoe and/or for throughsetting instaation For driing machines with keyed chuck or with SDS adaptor for SDS pus dris RBL M6, with interna and externa thread M6 RBL M6 SDS, with interna thread M6 Bowout pump VMAP Suitabe for VMZA VMZA dyn VMZIG P. cont. per piece 33 M8 M6 0,0 RB 2 M M, 7 M2 M8 0,0 RB 4 M M2 M2 M 0,0 RB 8 M M6 M6 M2 0,0 RB 22 M M M6 0,0 RB 24 M M M M6 0,06 RB 26 M M24 M 0,06 RBL M Brush extention with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter with interna thread M6 0,06 Dri hoe ceaning for VMZA M8M6, VMZA dyn M2M6 and VMZIG M6M2 VMAP 3, bowout pump Max. depth of dri hoe or max. depth of dri hoe with fixture (through fastening) P. cont. per piece 3 3 0,27 Dri hoe ceaning with compressed air for VMZA MM24, VMZA dyn M and VMZIG M6M Dispenser VMP Profi Tota ength of brush RB M6 Air gun VMABP Suitabe for dri hoe Ø Nozze ø Max. depth of dri hoe or max. depth of dri hoe with fixture (through fastening) For dri hoe Ø P. cont. per piece VMABP ,00 VMABP , Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reease for minimum mortar overrun Dispenser VMP Standard Suitabe for cartridge VMP 34 Profi 283 m, 2m, 0m, 34m VMP 3 Profi 283 P. cont. per piece,00 3m, 4m, 4m, Suitabe for cartridge P. cont. per piece,00, P. cont. per piece aso suitabe for siicone cartridges For occasiona use, meta version Piston rod with adjusting screw Dispenser VMP Pneumatic VMP 34 Standard 283 m, 2m, 0m, 34m VMP 3 Standard 2830 aso suitabe for siicone cartridges 3m, 4m, 4m Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed 6 PR MKT Suitabe for cartridge VMP 34 Pneumatic m max. working pressure 8bar, /min 2,4 VMP 3 Pneumatic m, 4m, 4m max. working pressure 8bar, /min 2, a soid connection Chemica Anchors RB M6, with connection thread M6

68 Injection System for cracked and noncracked concrete Extract from Permissibe Service Conditions of ETA04/0092 (M 8 M 2) Approved oads (static or quasistatic) for singe anchor without infuence of spacing and edge distance for temperature range C to + C) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data Injection System VMZ, stee zinc pated M8M2 M8 M8 M 7 M 7 M2 M2 M2 9 M2 0 M2 M2 M2 cracked concrete Mean utimate oads, tension C/ Num [kn] 2,3 9, 28,0 29, 34,9 4,0 48,2,6 67,2 67,2 67,2 Mean utimate oads, shear C/ Vum [kn] 4,6 4,6 23,2 23,2 33,7 33,7 33,7 33,7 33,7 33,7 33,7 Approved oads, tension C/appr. N [kn] 4,3 6, 8,0,,,0 2,3,9 7, 9,8 24,0 C/appr. N [kn] 4,8 6,6 8,7,9 2,2,0 3,4 7,4 8,8 2,7 26,2 C/37appr. N [kn],3 7,4 9,7,9 3, 2,2 4,9 9,3,9 24, 27, C/appr. N [kn] 6, 8,6,3,9,7 4,2 7,3 22,4 24,2 27, 27, C/appr. N [kn] 6,7 8,6,9,9 6,7,6 9,0 24,6 26,6 27, 27, noncracked concrete Approved oads, tension C/appr. N [kn] 4,3 8,,2,9,6 4, 7,2 9,0 24,0 23,8 23,8 C/appr. N [kn] 4,7 8,6,9,9 6,7,4 8,9,9 26,3 26, 26, C/37appr. N [kn],2 8,6,9,9 6,7 7,,9 23,2 27, 27, 27, C/appr. N [kn] 6, 8,6,9,9 6,7 9,9 24,3,7 27, 27, 27, C/appr. N [kn] 6,6 8,6,9,9 6,7 2,8,7,7 27, 27, 27, cracked and noncracked concrete Approved oads, shear > C/appr. V [kn] 8,0 8,0 2,0 2,0 9,4 9,4 9,4 9,4 9,4 9,4 9,4 Approved oads, shear Type LG > C/appr. V [kn] 8,0 8,0 2,0 2,0 9,4 9,4 9,4 9,4 9,4 9,4 9,4 appr. M [Nm] 7, 7, 34,3 34,3,0,0,0,0,0,0,0 Approved bending moments Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] , 2, 42, 6 87, cracked concrete > hmin [] 0 Minimum spacing Minimum thickness of concrete sab smin [] Minimum edge distance cmin [] noncracked concrete > hmin [] 0 Minimum spacing Minimum thickness of concrete sab smin [] ) ) ) Minimum edge distance cmin [] ) ) ) Dri hoe diameter do [] Diameter of cearance hoe in the fixture Preinstaation df [] Diameter of cearance hoe in the fixture Through fastening2) df [] 4) 4) Instaation parameters Depth of dri hoe ho [] Instaation torque <Tinst [Nm] SW [] Amount of mortar per dri hoe3) [m] 3,4 4, 6, 7,0 7,0 6,8 8,6 9,0 9,2 9,4 9,6 Add. amount of mortar per dri hoe for Through fastening per of fixture thickness [m/ ],0,0 0,7,2,2,2,2,2,2 Dri hoes per cartridge VMZ / VMZ 2 [Quan.] 3/ 26/8 8/39 /34 /34 6/3 2/27 2/26 /26 / /24 Dri hoes per cartridge3) VMZ 34 / VMZ 4 [Quan.] 88/ 73/92 49/62 43/4 43/4 44/ 34/44 33/42 32/4 32/ 9 Width across nut 3) Not for use in through fastening appications. ) max. ong term temperature + C / max. short term temperature + C For edge distance c >, minima spacing distance smin = 2) The annuar gap of the cearance hoe must be competey fied with mortar after fixing. 3) Vaues shown are for preinstaation. For through fastening additiona mortar is required to competey fi the cearance hoe in the fixture. 4) ) Instaation (Preinstaation) + C Tinst VMZ Nm VMZ VMZ 90 4 min. Instaation (Through fastening) + C Tinst Nm VMZ VMZ VMZ 90 4 min.... a soid connection 68 6 PR MKT

69 Chemica Anchors Extract from Permissibe Service Conditions of ETA04/0092 (M 6 M 24) Approved oads (static or quasistatic) for singe anchor without infuence of spacing and edge distance for temperature range C to + C4) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data Injection System VMZ, stee zinc pated M6M24 90 M6 M6 M6 4 M6 M6 M M M LG 90 M 90 M LG M24 M24 LG 0 M24 0 M24 LG 2 M24 2 M24 LG 49,6 46,2 0,9 0,9 cracked concrete Mean utimate oads, tension C/ Num [kn] 49,0 74,8 8,7 8,7 4,7 3,3 Mean utimate oads, shear C/ Vum [kn] 62,8 62,8 62,8 62,8 62,8 68,6 Approved oads, tension 49,6,7(98,03)),7(98,03)) 79,(,83)) 79,(,83)) 79,(,83)) C/appr. N [kn] 4,6 8,4 24,0 29,9 34,7 2, 38,0 44,9 38,0 48, 7,9 C/appr. N [kn] 6,0,2 26,2 32,8 38,0 23,2 4,6 49,2 4,6 3, 63,4 C/37appr. N [kn] 7,8 22,4 29, 36,4 42,2,7 46,2 4,6 46,2 9,0,4 C/appr. N [kn],7 26, 33,9 42,3 46,2 29,9 3,7 63, 3,7 68,6 8,8 C/appr. N [kn] 22,7 28,6 37, 46,4 46,2 32,8 8,9 69,6 8,9 7, 89,6 noncracked concrete Approved oads, tension C/appr. N [kn],,8 33, 3,7 42,9 29,6 3,2 62,9 3,2 67,9 8,0 C/appr. N [kn] 22,4 28,3 36,7 39, 46,2 32,4 8,3 68,9 8,3 74,4 88,7 C/37appr. N [kn] 24,9 3,4,8 43,4 46,2 36,0 64,7 76, 64,7 82,6 98, C/appr. N [kn] 29,0 36, 47,4, 46,2,8 7,2 88,9 7,2 96,0,7 C/appr. N [kn] 3,7,0 2,0 2,9 46,2,8 82,4 89, 82,4,2,7,7 Approved oads, shear > C/appr. V [kn] 29,3 36,0 36,0 36,0 36,0 3,7 76,0 8, 76,0 97,0 Approved oads, shear Type LG > C/appr. V [kn] 29,3 36,0 36,0 36,0 36,0 3,7 6,0 6,0 76,0,6,6 2,0 2,0 2,0 2,0 2,0 0,0 296,6 296,6 2,0 2,0 2,0 Approved bending moments appr. M [Nm] Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 3 7, 87, 27, 2 72, , cracked concrete > hmin [] Minimum spacing Minimum thickness of concrete sab smin [] Minimum edge distance cmin [] noncracked concrete > hmin [] Minimum spacing Minimum thickness of concrete sab smin [] Minimum edge distance cmin [] Dri hoe diameter do [] Diameter of cearance hoe in the fixture Preinstaation df [] (223)) 24 (223) ) Diameter of cearance hoe in the fixture Through fastening) df [] Depth of dri hoe ho [] Instaation torque <Tinst [Nm] 0 SW [] Amount of mortar per dri hoe2) [m], 2,6 4,,8 7,4,8, 32,2 33,3 36,6 4,3 Add. amount of mortar per dri hoe for Through fastening per of fixture thickness [m/ ],6,6,6,6,6 2, 2,9 2,9 2,6 2,6 2,6 Dri hoes per cartridge VMZ / VMZ 2 [Quan.] 9/2 8/9 7/6 6/ 6/3 / 3/7 3/7 3/7 3/6 2/ Dri hoes per cartridge2) VMZ 34 / VMZ 4 [Quan.] 27/34 23/ /26 9/24 7/2 4/8 /2 9/ 9/ 8/ 7/9 Instaation parameters Width across nut 2) ) 2) vaues in brackets are for Type LG 4) max. ong term temperature + C / max. short term temperature + C 3) The annuar gap of the cearance hoe must be competey fied with mortar after fixing. Vaues shown are for preinstaation. For through fastening additiona mortar is required to competey fi the cearance hoe in the fixture. For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at Preinstaation Through fastening hef hef df Tinst d0 h0 df Tinst M h m hmin 6 PR MKT df Tinst d0 M h m hmin Type LG 69 Tinst M h0 df M Type LG... a soid connection Chemica Anchors cracked and noncracked concrete

70 Injection System for cracked and noncracked concrete Extract from Permissibe Service Conditions of ETA04/0092 (M 8 M 2) Approved oads (static or quasistatic) for singe anchor without infuence of spacing and edge distance for temperature range C to + C) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data Injection System VMZ Stainess stee A4 / HCR M8M2 M8 M8 M 7 M 7 M2 M2 M2 9 M2 0 M2 M2 M2 67,2 cracked concrete Mean utimate oads, tension C/ Num [kn] 2,3 9, 28,0 29, 34,9 4,0 48,2,6 67,2 67,2 Mean utimate oads, shear C/ Vum [kn] 7,6 7,6 27,8 27,8,,,,,,, Approved oads, tension C/appr. N [kn] 4,3 6, 8,0,,,0 2,3,9 7, 9,8 24,0 C/appr. N [kn] 4,8 6,6 8,8,9 2,2,0 3,4 7,4 8,8 2,7 26,2 C/37appr. N [kn],3 7,4 9,7,9 3, 2,2 4,9 9,3,9 24, 27, C/appr. N [kn] 6, 8,6,3,9,7 4,2 7,3 22,4 24,2 27, 27, C/appr. N [kn] 6,7 8,6,9,9 6,7,6 9,0 24,6 26,6 27, 27, noncracked concrete Approved oads, tension C/appr. N [kn] 4,3 8,,2,9,6 4, 7,2 9,0 24,0 23,8 23,8 C/appr. N [kn] 4,7 8,6,9,9 6,7,4 8,8,9 26,3 26, 26, C/37appr. N [kn],2 8,6,9,9 6,7 7,,9 23,2 27, 27, 27, C/appr. N [kn] 6, 8,6,9,9 6,7 9,9 24,3,7 27, 27, 27, C/appr. N [kn] 6,6 8,6,9,9 6,7 2,8,7,7 27, 27, 27, 9,4 cracked and noncracked concrete Approved oads, shear > C/appr. V [kn] 8,6 8,6 3, 3, 9,4 9,4 9,4 9,4 9,4 9,4 Approved oads, shear Type LG > C/appr. V [kn] 8,6 8,6 3, 3, 9,4 9,4 9,4 9,4 9,4 9,4 9,4 7, 7, 34,3 34,,0,0,0,0,0,0,0 Approved bending moments appr. M [Nm] Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] , 2, 42, 6 87, > hmin [] 0 Minimum spacing smin [] Minimum edge distance cmin [] cracked concrete Minimum thickness of concrete sab noncracked concrete > hmin [] 0 MMinimum spacing Minimum thickness of concrete sab smin [] ) ) ) Minimum edge distance cmin [] ) ) ) Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture Preinstaation df [] Diameter of cearance hoe in the fixture Through fastening2) df [] 4) 4) Depth of dri hoe ho [] Instaation torque <Tinst [Nm] SW [] Amount of mortar per dri hoe3) [m] 3,4 4, 6, 7,0 7,0 6,8 8,6 9,0 9,2 9,4 9,6 Add. amount of mortar per dri hoe for Through fastening per of fixture thickness [m/ ],0,0 0,7,2,2,2,2,2,2 Dri hoes per cartridge3) VMZ /VMZ 2 [Quan.] 3/ 26/8 8/39 /34 /34 6/3 2/27 2/26 /26 / /24 Dri hoes per cartridge3)) VMZ 34/VMZ 4 [Quan.] 88/ 73/92 49/62 43/4 43/4 44/ 34/44 33/42 32/4 32/ 9 Width across nut For edge distance c >, minima spacing distance smin = 2) The annuar gap of the cearance hoe must be competey fied with mortar after fixing. 3) Vaues shown are for preinstaation. For through fastening additiona mortar is required to competey fi the cearance hoe in the fixture. Not for use in through fastening appications. ) max. ong term temperature + C / max. short term temperature + C ) 4) Instaation (Preinstaation) + C Tinst Nm VMZ VMZ VMZ 90 4 min. Instaation (Through fastening) + C Tinst Nm VMZ VMZ VMZ 90 4 min.... a soid connection 6 PR MKT

71 Chemica Anchors Extract from Permissibe Service Conditions of ETA04/0092 (M 6 M 24) Approved oads (static or quasistatic) for singe anchor without infuence of spacing and edge distance for temperature range C to + C4) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γm and γf). Loads and performance data Injection System VMZ Stainess stee A4 / HCR M6M24 90 M6 M6 M6 4 M6 M6 M M M LG 90 M 90 M LG M24 M24 LG 0 M 24 0 M 24 LG 2 M24 2 M24 LG 49,6 46,2 0,9 0,9 cracked concrete Mean utimate oads, tension C/ Num [kn] 49,0 74,8 8,7 8,7 4,7 3,3 Mean utimate oads, shear C/ Vum [kn] 7,4 7,4 7,4 7,4 7,4 2,9 Approved oads, tension 49,6 8,2(2,93)) 8,2(2,93)) 88,4(47,83)) 88,4(47,83)) 88,4(47,83)) C/appr. N [kn] 4,6 8,4 24,0 29,9 34,7 2, 38,0 44,9 38,0 48, 7,9 C/appr. N [kn] 6,0,2 26,2 32,8 38,0 23,2 4,6 49,2 4,6 3, 63,4 C/37appr. N [kn] 7,8 22,4 29, 36,4 42,2,7 46,2 4,6 46,2 9,0,4 C/appr. N [kn],7 26, 33,9 42,3 46,2 29,9 3,7 63, 3,7 68,6 8,8 C/appr. N [kn] 22,7 28,6 37, 46,4 46,2 32,8 8,9 69,6 8,9 7, 89,6 noncracked concrete Approved oads, tension C/appr. N [kn],,8 33, 3,7 42,9 29,6 3,2 62,9 3,2 67,9 8,0 C/appr. N [kn] 22,4 28,3 36,7 39, 46,2 32,4 8,3 68,9 8,3 74,7 88,7 C/37appr. N [kn] 24,9 3,4,8 43,4 46,2 36,0 64,7 76, 64,7 82,6 92,4 C/appr. N [kn] 29,0 36, 47,4, 46,2 4,9 7,2 78,6 7,2 92,4 92,4 C/appr. N [kn] 3,7,0 2,0 2,9 46,2 4,9 78,6 78,6 82,4 92,4 92,4 89, Approved oads, shear > C/appr. V [kn] 29,3 36,0 36,0 36,0 36,0 42,3 74,9 74,9 76,0 89, Approved oads, shear Type LG > C/appr. V [kn] 29,3 36,0 36,0 36,0 36,0 42,3 49, 49,,3,3,3 2,0 2,0 2,0 2,0 2,0 23,6 9,4 9,4 448,0 448,0 448,0 2 Approved bending moments appr. M [Nm] Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 3 7, 87, 27, 2 72, , > hmin [] Minimum spacing smin [] Minimum edge distance cmin [] > hmin [] Minimum spacing smin [] Minimum edge distance cmin [] cracked concrete Minimum thickness of concrete sab noncracked concrete Minimum thickness of concrete sab Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture Preinstaation df [] (223)) 24 (223)) Diameter of cearance hoe in the fixture Through fastening) df [] Depth of dri hoe ho [] Instaation torque <Tinst [Nm] 0 SW [] Amount of mortar per dri hoe2) [m], 2,6 4,,8 7,4,8, 32,2 33,3 36,6 4,3 Add. amount of mortar per dri hoe for Through fastening per of fixture thickness [m/ ],6,6,6,6,6 2, 2,9 2,9 2,6 2,6 2,6 Dri hoes per cartridge VMZ /VMZ 2 [Quan.] 9/2 8/9 7/6 6/ 6/3 / 3/7 3/7 3/7 3/6 2/ Dri hoes per cartridge2) VMZ 34/ VMZ 4 [Quan.] 27/34 23/ /26 9/24 7/2 4/8 /2 9/ 9/ 8/ 7/9 Width across nut 2) The annuar gap of the cearance hoe must be competey fied with mortar after fixing. 2) Vaues shown are for preinstaation. For through fastening additiona mortar is required to competey fi the cearance hoe in the fixture. vaues in brackets are for Type LG 4) max. ong term temperature + C / max. short term temperature + C ) 3) For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at Preinstaation Through fastening hef hef df Tinst d0 h0 h m hmin 6 PR MKT df df Tinst M Tinst d0 M h0 h m hmin Type LG 7 df Tinst M M Type LG... a soid connection Chemica Anchors cracked and noncracked concrete

72 Injection System for cracked and noncracked concrete Injection System VMZIG Conica Stud VMZIG with interna thread Cartridge VMZ for siicone guns Content: m Cartridge VMZ 34 Sidebyside Cartridge Content: 34m MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach M8M HCR Cartridge VMZ 4 Coaxia Cartridge Content: 4m Appications: Heavy duty fastenings in cracked and noncracked concrete with standards screws or threaded studs: Stee structures, brackets, raiings, posts, coumns, adders, gates Range of oading: 4,3 kn 3,2 kn Range of concrete quaity: C/ C/ Materia: Stee, zinc pated, Stainess stee A4, Stainess stee HCR Injection Cartridge VMZ Two component cartridge, styrenefree Various cartridge systems The Injection System VMZIG consists of an internay threaded seeve with conica expansion eements and a 2 component injection adhesive. This combination provides extremey high oad bearing capacity even at minimum edge distance and spacing. The VMZ system combines the benefits of bonded anchors and expansion anchors in a European technica approved fastening system for both cracked and noncracked concrete. Advantages: sma thickness of concrete sab no oad reduction for wet or waterfied (M and arger) dri hoes approved from C to + C temperature of base materia whie instaation seaed dri hoe no projection parts after deinstaation of fixture opened cartridges can be reused with a new mixer nozze... a soid connection 72 Approved for cracked and noncracked concrete Content Content of master box per master box Cartridge VMZ ,32 Cartridge VMZ 2) 0, , 0,6 Cartridge VMZ ,28 0,69 Cartridge VMZ ,84 0,83 Cartridge VMZ 34 express ,00 0,6 Static mixer VMX (for a cartridge) ,2 0,0 Mixer extension VMXE /0 (0) ,0 Instaation wedge VMZMK ,0 m per piece One static mixer VMX as we as one screwon cap comes with each cartridge. Usabe ength of static mixer see page 66. ) Cartridge VMZ 2 comes with 2 mixers. Dispenser and Accessories for dri hoe ceaning see page 67 or PR MKT

73 Chemica Anchors Conica Stud VMZIG Stee, zinc pated May be used in structures subject to dry interna conditions With interna thread, to be used with standard screws or threaded studs (stee strength 8.8) Dri hoe Ø x depth Effective anchorage depth Anchorength Thread P. cont. per p. VMZIG M6 322 x42 4 M6x2 0, VMZIG M6 324 x 2 M6x 0,8 VMZIG M x6 63 M8x6 0,28 VMZIG 7 M x 7 78 M8x9 0,47 VMZIG M x 74 Mx 0,7 VMZIG M x8 84 Mx23 0,63 VMZIG 90 M x M2x24,26 VMZIG M x3 9 M2x27,4 VMZIG M x33 M2x,69 VMZIG M x M6x32,2 VMZIG M x M6x32 2,22 VMZIG M x8 82 Mx 2,44 Conica Stud VMZIG A4 Edestah A4 / 36 Dri hoe Ø x depth May be used in structures subject to dry interna conditions or externa atmospheric exposure With interna thread, to be used with standard screws or threaded studs (stee strength ) Effective anchorage depth Anchorength Thread P. cont. VMZIG M6 A4 322 x42 4 M6x2 0, VMZIG M6 A4 324 x 2 M6x 0,8 VMZIG M8 A x6 63 M8x6 0,28 VMZIG 7 M8 A x 7 78 M8x9 0,47 VMZIG M A x 74 Mx 0,7 VMZIG M A x8 84 Mx23 0,63 VMZIG 90 M2 A x M2x24,26 VMZIG M2 A x3 9 M2x27,4 VMZIG M2 A x33 M2x,69 VMZIG M6 A x M6x32,2 VMZIG M6 A x M6x32 2,22 VMZIG M A x8 82 Mx 2,44 HCR on demand. per p. Chemica Anchors Curing Time Injection Adhesive VMZ Temperature ( C) of the base materia Ge time Cartridge temperature when instaing min. + C dry base materia Curing time wet base materia C : h 6:00 h 2:00 h ) 4 C to C 4 min 6:00 h 2:00 h ) 0 C to +4 C min 3:00 h 6:00 h + C to +9 C 2 min 2:00 h 4:00 h + C to +9 C 6 min : h 2: h + C to +29 C 4 min 4 min : h + C to +34 C 2 min min min +3 C to +39 C,4 min min min + C,4 min min min Curing time VMZ express see page 66. ) It must be ensured that icin does not occur in the dri hoe 6 PR MKT a soid connection

74 Injection System for cracked and noncracked concrete Extract from Permissibe Service Conditions of ETA04/0092 Approved oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C 4) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection System VMZIG, stee zinc pated and stainess stee A4 / HCR VMZIG, stee zinc pated M6 M6 M8 7 M8 M M 90 M2 cracked concrete Approved oads, tension C/ appr. N [kn] 4,3 6, 8,0,,0 2,3 4,6 8,4 24,0 2, 38,0 38,0 noncracked concrete Approved oads, tension C/ appr. N [kn] 4,3 7,6 9,0 3,8 4, 6,7,,8 3,9 24,8 3,2,4 M2 cracked and noncracked concrete Approved oads, shear > C/ appr. V [kn] 4,6 4,6,4 8,6,3,3 9,4 9,4 9,4 4,9 36,0,9 Approved bending moments appr. M [Nm] 6,9 6,9 7, 7, 34,3 34,3,0,0,0 2, 2,0 296,6 M2 M6 M6 M VMZIG, stainess stee A4 /HCR cracked concrete Approved oads, tension C/ appr. N [kn] 4,3,2 8,0,0,0 2,3 4,6 8,4 22,4 2, 38,0 38,0 noncracked concrete Approved oads, tension C/ appr. N [kn] 4,3,2 9,0,0 4,,7, 22,4 22,4 29,6 4,9 44,8 cracked and noncracked concrete Approved oads, shear > C/ appr. V [kn] 3, 3,,4,7 9, 9, 3,7 3,7 3,7 8,3, 26,9 Approved bending moments appr. M [Nm] 4,9 4,9 2,0 2,0 24,0 24,0 42,3 42,3 42,3 6,9 6,9 8,6 Spacing and edge distance Effective anchorage depth hef [] 7 90 Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] , 3 7, 87, 72, cracked concrete Minimum thickness of concrete sab > hmin [] Minimum spacing smin [] Minimum edge distance cmin [] noncracked concrete Minimum thickness of concrete sab > hmin [] Minimum spacing smin [] Minimum edge distance cmin [] Instaation parameters Dri hoe diameter do [] Diameter of cearance hoe in the fixture df [] Depth of dri hoe ho [] Instaation torque < Tinst [Nm] 8 8 Minimum screwing depth Lsdmin [] Maximum screwing depth Lth [] Amount of mortar per dri hoe [m] 3,4 4, 6, 7,0 6,8 8,6, 2,6 4,,8, 33,3 Dri hoes per cartridge VMZ /VMZ 2 [Quan.] 3/ 26/8 8/39 /34 6/3 2/27 9/2 8/9 7/6 / 3/7 3/7 Dri hoes per cartridge VMZ 34 [Quan.] Dri hoes per cartridge VMZ 4 [Quan.] ) max. ong term temperature + C / max. short term temperature + For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at Instaation + C Tinst 90 Nm VMZ VMZ VMZ 4 min.... a soid connection 74 6 PR MKT

75 Chemica Anchors Injection System VMZ dynamic Conica Stud VMZA dynamic Through Fastening Conica Stud VMZAV dynamic PreInstaation Cartridge VMZ for siicone guns Content: m Cartridge VMZ 34 Cartridge VMZ 4 Coaxia Cartridge Content: 4m FF Range of oading: 4,7 kn 3,9 kn Range of concrete quaity: C/ C/ Materia: Stee, zinc pated, Stainess stee HCR Appications Heavy duty fastenings with aternating oads and unimited oad cyces in cracked and noncracked concrete: Cranes, industria robots, antenna towers, noise barriers, eevators The Injection System VMZ dynamic consists of an anchor rod with conica expansion eements and a 2 component injection adhesive. This combination provides extremey high oad bearing capacity even at minimum edge distance and spacing. The VMZ system combines the benefits of bonded anchors and expansion anchors in an approved fastening system for both cracked and noncracked concrete. Injection Cartridge VMZ Two component cartridge, styrenefree Various cartridge systems Approved for cracked and noncracked concrete Advantages: sma thickness of concrete sab no oad reduction for wet or waterfied dri hoes approved from C to+ C temperature of base materia whie instaing throughsetting instaation or preinstaation specia nut and washer to account for anguar misaignment opened cartridges can be reused with a new mixer nozze preassembed anchor, additiona ocknut incuded very high oads in axia and obique tension higher oads, if the number of oad cyces is imited static and aternating oads may be taken into account in the design of the anchorage 6 PR MKT MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach M2M6 HCR Content Content of master box per master box Cartridge VMZ ,32 Cartridge VMZ 2) 0, , 0,6 Cartridge VMZ ,28 0,69 Cartridge VMZ ,84 0,83 Static mixer VMX (for a cartridge) ,2 0,0 Mixer extension VMXE /0 (0) ,0 Instaation wedge VMZMK ,0 m per piece One static mixer as we as one screwon cap comes with each cartridge. Usabe ength of static mixer see page 66. ) Cartridge VMZ 2 comes with 2 mixers. Dispenser and Accessories for dri hoe ceaning see page a soid connection Chemica Anchors Sidebyside Cartridge Content: 34m

76 Injection System for cracked and noncracked concrete Throughfastening instaation Conica Stud VMZA dynamic Stee zinc pated, Through Fastening Throughsetting instaation: Preassembed set of conica Stud, concave washer, ba nut, ock nut and a pastic seeve as a thread protector. May be used in structures subject to dry interna conditions Dri hoe Ø do Dri hoe depth Fixture thickness Dri hoe depth through fixture hd P. cont. per p. Amount of mortar per anchor m Anchors per cartridge ho m 2 m 34 m 4 m min max min max VMZA 0 M2/ dyn ,22 2, VMZA 0 M2/8 dyn ,46,2 7 VMZA M6/0 dyn , 9,3 2 9 VMZA M6/2 dyn ,4 22, VMZA M/2 dyn ,64 44, Conica Stud VMZA dynamic A4 Stainess stee A4, Through Fastening Throughsetting instaation: Preassembed set of conica Stud, concave washer, ba nut, ock nut and a pastic seeve as a thread protector. May be used in structures subject to externa atmospheric exposure. Conica stud: Stainess stee HCR; concave washer, ba nut, ock nut: Stainess stee A4/36 Dri hoe Ø do Dri hoe depth Fixture thickness Dri hoe depth through fixture hd Anchorength Anchorength P. cont. per p. Amount of mortar per anchor m Anchors per cartridge ho m 2 m 34 m 4 m min max min max VMZA 0 M2/3 dyn A ,22 2, VMZA 0 M2/78 dyn A ,46,2 7 VMZA M6/8 dyn A ,02 8, VMZA M6/2 dyn A ,44 22, Conica Stud VMZA dynamic HCR Stainess stee HCR, Through Fastening Throughsetting instaation: Preassembed set of conica Stud, concave washer, ba nut, ock nut and a pastic seeve as a thread protector. May be used in structures subject to externa atmospheric exposure and in particuary corrosive environments Dri hoe Ø do Dri hoe depth Fixture thickness Dri hoe depth through fixture hd VMZA 0 M2/78 dyn HCR ,46,2 7 VMZA M6/8 dyn HCR ,02 8, VMZA M6/2 dyn HCR ,44 22, Other engths on demand. Anchorength P. cont. per p. Amount of mortar per anchor m Anchors per cartridge ho m 2 m 34 m 4 m min max min max VMZA 0 M2/3 dyn HCR ,22 2, Instaation + C Tinst 90 Nm 4 min.... a soid connection 76 6 PR MKT

77 Chemica Anchors PreInstaation Conica Stud VMZAV dynamic Stee zinc pated, PreInstaation Preinstaation: Set of conica Stud, concave washer with diagona fi hoe, ba nut, ock nut and mixer tips to fi the annuar gap in the fixture. Each pack of anchors incude mixer tips, each pack of anchors incude 3 mixer tips. May be used in structures subject to dry interna conditions Conica Stud VMZAV dynamic A4 Stainess stee A4, PreInstaation Preinstaation: Set of conica Stud, concave washer with diagona fi hoe, ba nut, ock nut and mixer tips to fi the annuar gap in the fixture. Each pack of anchors incude mixer tips, each pack of anchors incude 3 mixer tips. May be used in structures subject to externa atmospheric exposure and in particuary corrosive environments Dri hoe Fixture thickness Dri hoe depth ) Anchorength P. Amount of Anchors per cartridge Ø hd cont. per mortar per anchor do p. m m 2 m 34 m 4 m min max VMZAV 0 M2/3 dyn HCR ,22 2, VMZAV 0 M2/78 dyn HCR ,46,2 7 VMZAV M6/8 dyn HCR ,02 8, VMZAV M6/2 dyn HCR ,44 22, ) The optimum dri hoe depth must be cacuated with the actua fixture thickness () Dri hoe Fixture thickness Dri hoe depth ) Anchorength P. Amount of Anchors per cartridge Ø hd cont. per mortar per anchor do p. m m 2 m 34 m 4 m min max VMZAV 0 M2/3 dyn A ,22 2, VMZAV 0 M2/78 dyn A ,46,2 7 VMZAV M6/8 dyn A ,02 8, VMZAV M6/2 dyn A ,44 22, Chemica Anchors Conica Stud VMZAV dynamic HCR Stainess stee HCR, PreInstaation Preinstaation: Set of conica Stud, concave washer with diagona fi hoe, ba nut, ock nut and mixer tips to fi the annuar gap in the fixture. Each pack of anchors incude mixer tips, each pack of anchors incude 3 mixer tips. May be used in structures subject to externa atmospheric exposure and in particuary corrosive environments Dri hoe Fixture thickness Dri hoe depth ) Anchorength P. Amount of Anchors per cartridge Ø hd cont. per mortar per anchor do p. m m 2 m 34 m 4 m min max VMZAV 0 M2/ dyn ,22 2, VMZAV 0 M2/8 dyn ,46,2 7 VMZAV M6/0 dyn , 9,3 2 9 VMZAV M6/2 dyn ,4 22, VMZAV M/2 dyn ,64 44, Instaation 90 hp. 2. Tinst + C 3. 4 min. 6 PR MKT a soid connection

78 Injection System for cracked and noncracked concrete Extract from Permissibe Service Conditions of approva Z Approved oads from not static oading for singe anchor without infuence of spacing and edge distance for temperature range C to + C 4) (Approved oads for temperature range C to + C see ETA04/0092). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection System VMZ dynamic 0 M 2 stee zinc pated M 6 stee zinc pated M stee zinc pated 0 M 2 A4/HCR M 6 A4/HCR Effective anchorage depth hef [] 0 0 Singe fixing cracked and noncracked concrete Approved oads, tension C/ DNZUL [kn] 4,8, 3,9,7 22,4 Approved oads, shear C/ DNZUL [kn] 6,,,6 6,, Mutipe use (per anchor) cracked and noncracked concrete Approved oads, tension C/ DNZUL [kn],4 9,4 24, 2,7 2, Approved oads, shear C/ DNZUL [kn] 4,7 8, 2,0 4,7 8, Spacing and edge distance Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 87, 87, Minimum spacing smin [] () 2) () 2) Minimum edge distance cmin [] (7) 2) (7) 2) Minimum thickness of concrete sab hmin [] 2 Instaation parameters Dri hoe diameter do [] Depth of dri hoe3) ho [] Diameter of cearance hoe in the fixture df [] 9 9 Instaation torque Tinst [Nm] Width across nut SW [] Minimum thickness of fixture > [] Diameter of concave washer d [] Thickness of concave washer h [] ) max. ong term temperature + C / max. short term temperature + C. 2) vaues in brackets are for noncracked concrete. 3) If the maximum fixture thickness is not competey used, the depth of dri hoe and the setting depth of the anchor have to be increased accordingy. For anchor designing, an easy to operate Software is avaiabe on request or can be downoaded at Amount of mortar per anchor see page 76/77. Curing Time Injection Adhesive VMZ Cartridge temperature when instaing min. + C Temperature ( C) of the base Ge time Curing time Materia dry base materia wet base materia C : h 6:00 h 2:00 h ) 4 C bis C 4 min 6:00 h 2:00 h ) 0 C bis +4 C min 3:00 h 6:00 h + C bis +9 C 2 min 2:00 h 4:00 h + C bis +9 C 6 min : h 2: h + C bis +29 C 4 min 4 min : h + C bis +34 C 2 min min min +3 C bis +39 C,4 min min min + C,4 min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be ceaned directy prior to the instaation of the anchor. Curing Time Injection Adhesive VMZ express Cartridge temperature when instaing min. + C Temperature ( C) of the base Ge time Curing time Materia dry base materia wet base materia C min 4:00 h 8:00 h ) 4 C bis C min 4:00 h 8:00 h ) 0 C bis +4 C min 2:00 h 4:00 h + C bis +9 C 6 min :00 h 2:00 h + C bis +9 C 3 min min min + C bis +29 C min min min + C min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be ceaned directy prior to the instaation of the anchor. Instaation + C Tinst 90 Nm 4 min.... a soid connection 78 6 PR MKT

79 Chemica Anchors Ceaning Brush RB M6 With connection thread M6 extension for arge depths of dri hoe and/or for throughsetting instaation For driing machines with keyed chuck or with SDS adaptor for SDS pus dris RBL M6, with interna and externa thread M6 RBL M6 SDS, with interna thread M6 Bowout pump VMAP Suitabe for VMZA VMZA dyn VMZIG P. cont. per piece 33 M8 M6 0,0 RB 2 M M, 7 M2 M8 0,0 RB 4 M M2 M2 M 0,0 RB 8 M M6 M6 M2 0,0 RB 22 M M M6 0,0 RB 24 M M M M6 0,06 RB 26 M M24 M 0,06 RBL M Brush extention with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter with interna thread M6 0,06 Dri hoe ceaning for VMZA M8M6, VMZA dyn M2M6 and VMZIG M6M2 VMAP 3, bowout pump Max. depth of dri hoe or max. depth of dri hoe with fixture (through fastening) P. cont. per piece 3 3 0,27 Dri hoe ceaning with compressed air for VMZA MM24, VMZA dyn M and VMZIG M6M Dispenser VMP Profi Tota ength of brush RB M6 Air gun VMABP Suitabe for dri hoe Ø Nozze Ø Max. depth of dri hoe or max. depth of dri hoe with fixture (through fastening) For dri hoe Ø P. cont. per piece VMABP ,00 VMABP , Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reease for minimum mortar overrun Dispenser VMP Standard Suitabe for cartridge VMP 34 Profi 283 m, 2m, 0m, 34m VMP 3 Profi 283 P. cont. per piece,00 3m, 4m, 4m, Suitabe for cartridge P. cont. per piece,00, P. cont. per piece aso suitabe for siicone cartridges For occasiona use, meta version Piston rod with adjusting screw Dispenser VMP Pneumatic VMP 34 Standard 283 m, 2m, 0m, 34m VMP 3 Standard 2830 aso suitabe for siicone cartridges 3m, 4m, 4m Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed 6 PR MKT Suitabe for cartridge VMP 34 Pneumatic m max. working pressure 8bar, /min 2,4 VMP 3 Pneumatic m, 4m, 4m max. working pressure 8bar, /min 2, a soid connection Chemica Anchors RB M6, with connection thread M6

80 Injection System for cracked concrete, noncracked concrete and Brickwork Injection System VMU pus Threaded Stud VMUA for concrete and brickwork Threaded Stud VMA meter ength, to be cut to the required ength for concrete and brickwork Threaded Stud VMUAMH for perforated brick with perfo seeve Perfo Seeve VMUSH for perforated brick Cartridge VMU pus Z2.823 suitabe for siicone guns Content: m FF Cartridge VMU pus 2 suitabe for siicone guns Content: 2m, incuding 2 mixers, attached to the cartridge C M8M ø8ø Range of oading: 0,3 kn 2,0 kn Concrete quaity: C/ C/ Brickwork: Soid and perforated brick Materia: Stee zinc pated, hot dip gavanized, Stainess stee A4/36 On request: Stainess stee HCR The injection system VMU pus is a new universa injection system for amost a appications and materias. Besides the use in noncracked concrete and masonry, VMU pus is aso approved for fixings in cracked concrete and for post instaed rebar connections. To compete the fastening, various anchor rods or interna seeves can be used from the existing MKTrange (VMUA, VMA and VA), as we as standard threaded rods or reinforcing bars. In perforated brick, a perfo seeve is required. Cartridge VMU pus 34 Sidebyside cartridge Content: 34m Advantages Ony one mortar for amost a appications, more fexibiity, Cartridge ess inventory, greater appication security VMU pus 4 approved for cracked (M8M) and noncracked concrete Coaxia cartridge (M8M) Content: 4m approved for postinstaed rebar connections (Ø8Ø32) approved for soid and perforated brickwork approved with standard threaded studs (strength test required) base materia temperature during instaation C (concrete) to + C environmenta temperature when competey cured C to + C (concrete) Cartridge variabe anchorage depth for ess driing eff orts VMU pus 8 fire test report Sidebyside cartridge Content: 8 m opened cartridges can be reused with a new mixer nozze With big mixer VMXL and styrenefree viny ester resin reducer / extension tube for Approved appication in wet or waterfied dri hoes (M8M6) dri hoes down to 2 Approved to use under seismic action according to the performance diameter category C... a soid connection 6 PR MKT

81 Chemica Anchors Appications Fastenings in cracked and noncracked concrete: Base pates, supports, mounting of joint tapes, sheves, brackets, raiings, facade substructures, wooden structures, cabe trays, etc. Fastenings with rebars in cracked and noncracked concrete with shear forces: Shear connectors, wa connecting reinforcement, concrete overay Postinstaed rebar connections: Ceiing and wa connections, structura reinforcement, structura compement buiding extensions, connection of baconies and canopies, subsequent attaching of forgotten or mispaced reinforcing bars Fastenings in Brickwork: Canopies, door and window frames, facade substructures, battens, gates etc. Injection Cartridge VMU pus Content m Two component cartridge, styrenefree Approved for noncracked concrete and brickwork Cont. of master box pcs per master box per piece Cartridge VMU pus , 0,34 Cartridge VMU pus 2 ) , 0,6 Cartridge VMU pus ,00 0,6 Cartridge VMU pus , 0,83 Cartridge VMU pus ,0,63 Static mixer VMX ,2 0,0 Static mixer VMXL 2) 28 0,28 0,03 Mixer extension VMXE /0 (0) ,0 Mixer extension VMXE /0 (0) 89 0,02 One static mixer VMX as we as one screwon cap comes with each cartridge. (VMU pus 8: VMXL) Usabe ength of static mixer see page 8. ) Cartridge VMU 2 comes with 2 mixers. 2) With arger cross section for arger dri hoes or postinstaed rebar connections. StockBox In stackabe mutipurpose container Chemica Anchors StockBox, the container for various items Curing Time Injection Adhesive VMU pus Cartridge temperature when instaing min. + C Temperature ( C) of the base Ge time Curing time materia dry base materia wet base materia > + C ), min min min > +3 C ) 2 min min min > + C ) 2, min min min > + C ) 4 min 4 min 90 min > + C 6 min 4 min 90 min > + C min min min > + C min 2 h 4 h > 0 C 2) 4 min 7 h 4 h > C )2)3) 90 min 24 h 48 h ) Cartridge temperature + C 2) Processing brickwork + C 3) Cartridge temperature + C The hoe must be ceaned directy prior to the instaation of the anchor. Contents Quantity Dimensions StockBox per Box StockBox VMU pus Cartridge VMU pus 2 2,8 Static mixer VMX StockBox VMU pus Cartridge VMU pus 34,3 Static mixer VMX StockBox VMU pus Cartridge VMU pus 4 8,0 Static mixer VMX Height Width Depth StockBox PR MKT 8... a soid connection

82 Injection System for cracked concrete, noncracked concrete and Brickwork Threaded Studs for appications in concrete Threaded Studs for the Injection System VMU pus: A fexibe system means ess inventory Variabe anchorage depth: The fexibe anchoring depths of the injection system VMU pus make it possibe to adjust the setting depths to the required oad. This aows at ow oads, the use of shorter anchor rods with correspondingy shorter driing depths, high oads can be supported by correspondingy deeper anchorage depths. hef min A anchor rod groups from the existing MKT range isted beow can be used with the injection system VMU pus. They a have a set depth marking for standard anchorage depth. But these anchor rods can, according to the appied oad, be set deeper or shaower. The minimum and maximum possibe anchorage depths are specified in the approva for each diameter and are aso shown in the tabe on page 87 and 88. max hef Minimum setting depths Standard anchorage depth hef max Maximim anchorage depth min hef + = Usabe ength of the threaded rod (without nut and washer) Threaded Stud VA Threaded stud VMUA Stee, zinc pated or hot dip gavanized grade.8 see page 9. Stee, zinc pated grade.8 see page 92. Stainess stee A4 / 36 Stainess stee A4 / 36 Stainess stee HCR (.429) on demand Stainess stee HCR (.429) on demand Threaded Stud VMA Threaded Stud VMA Threaded studs, of meter ength, to be cut to the required ength Comes with manufacturer s certificate (3. EN4) in every package Stee, zinc pated.8 Dri hoe Ø Thread Length Package Stock per p. Threaded studs, of meter ength, to be cut to the required ength Comes with manufacturer s certificate (3. EN 4) in every package Stainess stee A4 / 36 Dri hoe Ø Thread Length Package Stock per p. VMA 8x M8 00 3,9 VMA 8x00 A4 399 M8 00 3,77 VMA x M 00, VMA x00 A M 00,43 VMA 2x M2 00 7,76 VMA 2x00 A M2 00 8,03 VMA 6x M6 00 3,6 VMA 6x00 A M6 00 3,9 VMA x M 00,8 VMA x00 A M 00,0 VMA 24x M24 00,3 VMA 24x00 A M24 00,6 Threaded Stud VMA Threaded studs, of meter ength, to be cut to the required ength Stee, zinc pated 8.8 Comes with manufacturer s certificate (3. EN4) in every package Dri hoe Ø Thread Length Package Stock per p. 3,9 VMA 8x M8 00 VMA x M 00, VMA 2x M2 00 7,76 VMA 6x M6 00 3,6 Internay Threaded Seeve VMUIG) Stee, zinc pated.8 Dri hoe Ø x depth Dri hoe Ø x depth Thread depth min s / max s Package Stock per p. 2 x 98 x 93 8 / 0, VMUIG M8 3 4 x 98 ) VMUIG is not part of approva ETA/04. 2 x 93 8 / 0,... a soid connection Stainess stee A4 / 36 Recoended for noncracked concrete VMUIG M6 Internay Threaded Seeve VMUIG A4) May be used in structures subject to dry interna conditions Recoended for noncracked concrete Dri hoe Ø x depth Dri hoe Ø x depth Thread depth min s / max s Package Stock per p. VMUIG M6 A4 2 x 98 x 93 8 / 0, VMUIG M8 A4 3 4 x 98 2 x 93 8 / 0, ) 82 May be used in structures subject to dry interna conditions VMUIG is not part of approva ETA/04. 6 PR MKT

83 Chemica Anchors Threaded Studs for appications in soid and hoow base materia Threaded Stud VMUA Threaded Stud VMUAMH Threades Stud VMUA approved for soid base materia and hoow base materia with perfo seeve Threaded Stud VMUAMH approved for soid and hoow base materia with perfo seeve Stee, zinc pated.8 Stainess stee A4 Stee hot dip gavanized and stainess stee HCR (.429) on demand VMUAMH Soid base materia without SH Maximum Fixture thickness Dri hoe Ø x depth perfo seeve Dri hoe Ø x depth 3 3 x 8 VMUSH 4x0 4 x 0,42 VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,46 VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,2 VMUA 8/ x 8 VMUSH 4x0 4 x 0, VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0, VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,74 VMUA / x 9 VMUSH 6x0 6 x 0,7 VMUA / x 9 VMUSH 6x0 6 x 0,8 VMUA / x 9 VMUSH 6x0 6 x 0,9 VMUA 6/ x 9 VMUSH 6x0 6 x,02 VMUA 90/ x 9 VMUSH 6x0 6 x, VMUA / x 9 VMUSH 6x0 6 x, VMUA 2/ x 98,4 Stee, zinc pated.8 Stainess stee A4 VMUA 8/0 Soid and hoow base materia with SH P. cont. per pkt. VMUA 2/ x 98,2 VMUA 2/ x 98,42 VMUA 2/ x 98,63 VMUA 2/ x 98,89 VMUA 2/ x 98 2,8 VMUAMH 2/ VMUSH 6x0 6 x 0,92 VMUAMH 2/ VMUSH 6x0 6 x 0,99 VMUAMH 2/ VMUSH 6x0 6 x,8 VMUAMH 2/ VMUSH 6x0 6 x,38 VMUAMH 2/ VMUSH 6x0 6 x,68 VMUAMH 2/ VMUSH 6x0 6 x,97 Internay Threaded Seeve VMUIG Stee, zinc pated.8 Stainess stee A4 Descripiton Internay Threaded Seeve VMUIGH) With interna thread Stainess stee A4 Dri hoe Ø x depth OuterØ x anchor ength Thread depth min s / max s Package per p. VMUIG M6 2 x 98 x 93 8 / 0, VMUIG M x 98 2 x 93 8 / 0, Recoended for soid and hoow base materia with perfo seeve Stee, zinc pated.8 Stainess stee A4 Approved for soid base materia without perfo seeve Stee, zinc pated.8 With interna thread Descripiton Stee, zinc pated.8 Stainess stee A4 Dri hoe Ø x depth OuterØ x anchor ength Thread depth min s / max s Package per p. VMUIGH M x 2 x 93 8 / 0, VMUIGH M x 2 x 93 8 / 0, not part of approva ET3/0909 ) Perfo Seeve VMUSH Poypropyene Approved for soid and hoow base materia Descripiton Dri hoe Ø x depth suitabe for threaded studs VMUSH 4x X M8 VMUSH 6x X MM2) ) internay threaded seeves IGH M6M8 Package per p. pcs 0,03 0,04 M2 ony as VMUAMH 6 PR MKT a soid connection Chemica Anchors VMUA

84 Injection System for cracked concrete, noncracked concrete and Brickwork Accessories Ceaning brush RBH 8 Ceaning brush RB M6 With connection thread M6 Dri hoe ceaning in soid and hoow base materia with hande Extensions for arge depths For driing machines with keyed chuck or with SDS pus adaptor for SDS pus dris Suitabe for dri hoe Ø Tota ength of brush Suitabe for Threaded stud Internay threaded seeve P. cont. RB M6 33 M8 0,0 RB 2 M M Ø8 0,0 RB 4 M M2 Ø 0,0 RB 6 M Ø2 0,0 RB 8 M M6 Ø4 0,0 RB M Ø6 0,0 RB 24 M M Ø 0,06 RB 26 M6 3326, Ø 0,06 RB 28 M M24 Ø22 0,06 RB 32 M M27 Ø24, 0,08 RB 3 M M Ø28 0,08 RB M Ø32 0,08 RBL M Brush extention with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter with interna thread (M6) 0,06 Bowout pump VMAP per piece Suitabe for dri hoe Ø Length of brush P. cont. per piece RBH 8/ ,04 RBH 8/ ,0 Air gun VMABP Dri hoe ceaning with compressed air for hoes up to one meter For best dri hoe ceaning the nozze of the airgun must reach to the bottom of the dri hoe VMABP Max. Dri hoe depth For dri hoe Ø P. cont. pcs per piece ,32 Nozze Ø Air gun VMABP Dri hoe ceaning up to 2 hoe depth or up to Ø diameter Dri hoe ceaning with compressed air for hoes deeper than 2 or arger than Ø diameter For best dri hoe ceaning the nozze of the airgun must reach to the bottom of the dri hoe VMAP 3 Suitabe for maximum depth of dri hoe Tube ength P. cont. pcs per piece 3 3 0,27 Nozze Ø Suitabe for maximum depth of dri hoe For dri hoe Ø P. cont. pcs per piece VMABP ,00 VMABP , Accessories injecting Retaining Washer VMIA Extension tubes Extension tubes for deeper dri hoes For bubbefree fiing of the dri hoe Suitabe for extension tubes VMXE and VMXLE Two diameters avaiabe VMXE VMXLE Suitabe for dri hoe Ø Coor Suitabe for Threaded stud Rebar P. cont. per p. Length Ø To use in conjunction with P. cont. per p. 0,2 VMIA back M2 Ø 0,02 VMXE / VMXL, VMX, VMXP 2 VMIA back Ø2 0,02 VMXE / VMXL, VMX, VMXP 0, VMIA back M6 Ø4 0,02 VMXE / VMXL, VMX, VMXP 0, VMIA 89 back Ø6 0,06 VMXLE6/ VMXL 0, VMIA back M Ø 0,06 VMXLE6/ VMXL, VMIA 89 back Ø 0,06 VMIA back M24 Ø22 0,08 VMIA back M27 Ø24, 0,08 VMIA back back M Ø28 Ø32 0,08 0,08 VMIA... a soid connection 84 6 PR MKT

85 Chemica Anchors Usabe ength Static mixer VMX/VMXP ø 9, Außendurchmesser Mischer: Outer diameter mixer: Dri hoes must aways be fied from the bottom of the hoe to ensure no air pockets are trapped in the mortar. This is ony possibe when the tip of the mixing nozze reaches the very bottom of the dri hoe before injecting the mortar. If the mixing nozze does not reach the bottom of the dri hoe, a mixer extension tube must be used ø 2 ø ø ø ø ø Possibe combinations static mixer / Extension tube / Retaining Washer: VMXE VMIA VMXE VMIA VMXLE VMEIA VMXLE Dispenser VMP Profi VMX/VMXP VMXL VMXL Chemica Anchors VMIA VMXL Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reaease for minimum mortar overrun Dispenser VMP Standard Suitabe for cartridge VMP 34 Profi 283 m, 2m, 0m, 34m VMP 3 Profi 283 P. cont. pcs per piece,00 3m, 4m, 4m, Suitabe for cartridge P. cont. pcs per piece,00, P. cont. pcs per piece aso suitabe for siicone cartriges For occasiona use, meta version Piston rod with adjusting scew Dispenser VMP Pneumatic VMP 34 Standard 283 m, 2m, 0m, 34m VMP 3 Standard 2830 aso suitabe for siicone cartriges 3m, 4m, 4m Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed 6 PR MKT Suitabe for cartridge VMP 34 Pneumatic 283 2m, 0m, 34m max. working pressure 8 bar, /min 2,4 VMP 3 Pneumatic m, 4m, 4m max. working pressure 8 bar, /min 2,00 VMP 8 Pneumatic m max. working pressure 8 bar, /min, a soid connection

86 Injection System for cracked concrete, noncracked concrete and Brickwork System case and accessories for postinstaed rebar connections to use with injection system VMU pus (fast curing time) or the injection system VME (ong curing times, optimized for very arge and deep dri hoes) and : Compact system case incuding equipment for every rebar diameter as we as a the toos necessary for the instaation of postinstaed rebar connections using the Injection System VME or VMU pus. A parts aso sod separatey. Driing: Driing aid device Fat / Ring wrench Accessories for dri hoe ceaning: of each air hose RS and RS 3 of each bowout nozze RD 2/4, 6/8, /, /3 of each ceaning brush RB 2 M8 RB 3 M8 Connection set RS with air vave and connector Brush extensions RBL M8, L = 0 SDSpus adapter RBL M8SDS Accessories for injection: Static mixer VMXL of each retaining washer VMIA Ø2 Ø3 of each extension tube VMXE /0 and VMXLE 6/0 Frame saw Other: Approva Instaation sheet and Instaation report (avaiabe for downoad at Fiing quantity tabes Adhesive tape Measuring tape Thermometer Ear protection, Breathing protection, Protective gogges and protective goves VME System case System Components Bowout nozze Fiing of dri hoe Length RebarØ Suitabe for dri hoe Ø Coour Package Extension pipe VMXE / white VMXE / white VMXLE 6/ grey VMXLE 6/ grey Retaining washer (ony for postinstaed rebar connections. Fits to the system case) VMEIA white VMEIA yeow VMEIA bue VMEIA back VMEIA 89 6 grey VMEIA 89 green VMEIA brown VMEIA red per pck. 0, 0,6, 3, 0,04 0,0 0,02 0,0 0,02 0,0 0, 0,2 Bowout nozze RD 2/4 Bowout nozze RD 6/8 Bowout nozze RD / Bowout nozze RD /3 Air hose RB 2 M8 RB 4 M8 RB 6 M8 RB 8 M8 RB M8 RB M8 RB 32 M8 RB 3 M8 Brush extension RBL M8, L= 0 SDSPus adapter RBL M8 SDS P. per piece ,8 Every nozze covers two dri hoe diameters RebarØ Suitabe for dri hoeø P. per piece ,0 0,02 0,03 0,0 Two diameters, preassembed set with connectors To use with air vave and bowout nozze Extension pipe VMXE and VMXLE can be cut to corresponding dri hoe depth. Extension pipe > 00 on demand. Reinforced brushes RB M8 Suitabe for dri hoeø Fits on the air hose RS For dri hoe diameter 2 3 Air hose RS (2 m) Air hose RS 3 (3 m) RebarØ Suitabe for dri hoeø P. per piece , 0, Reinforced brushes with connecting thread M8 for deeper dri hoes RebarØ Suitabe for P. per dri hoe Ø piece Air Vave 0,0 0,0 0,0 0,0 0,0 0,06 0,08 0,08 0,32 0,07 For dri hoe ceaning with compressed air Connection Set RS with vave and connector RebarØ Suitabe for dri hoeø P. per piece , Pease seect Brush extension RBL and SDSPus adapter according to depth of dri hoe. For dri hoe depth > 0, the proper number of Brush extensions must be connected.... a soid connection 86 6 PR MKT

87 Chemica Anchors Loads and performance data Injection System VMU pus, threaded stud stee.8 M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 2,97,7 3,72,,89,7 8,83, 2,4,9 3,479,0 6,09,3 8,833,6 Approved oads, tension for hef,min hef,max C/ C ) C/ appr. N [kn],84,8 2,68,7 4,24,4 6,4, 9,039,9,7,4 6,08,8 8,8,0 uncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,28,7 9,03,8,7, 4,337,4 7,8,3 8,884,0 22,9,3 26,333,6 Approved oads, shear for hef,min hef,max C/ C ) C/ appr. N [kn],48,7 6,73,8 9,4, 4,337,4 7,8,3 8,884,0 22,9,3 26,333,6 cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn],2 8,3 2,0 2,22,4 29,33,0 32,2,4 38,6,6 4,, Approved oads, shear for hef,min hef,max Extract from Permissibe Service Conditions of ETA/04 Approved oads for singe anchor without infuence of spacing and edge distance in dry or wet concrete. Approved oads for temperature range C to + C pease see approva ETA/04. Tota safety factor as per ETAG 00 incuded (γ M und γ F ). C/ C ) C/ appr. V [kn] 3,6,2 6,38,3,2,0,322,4 2,3,0 27,6,4 38,6,6 4,, uncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn],2 8,3 2,0 22,4 3,0 4,2,4 4,06,6 63,2, C/ C ) C/ appr. V [kn],2 8,3 2,0 22,4 3,0 4,2,4 3,96,6 63,2, Injection System VMU pus, threaded stud stee 8.8 M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 2,97,7 3,72,,89,7 8,83, 2,4,9 3,479,0 6,08, 8,84,9 C/ C ) C/ appr. N [kn],84,8 2,68,7 4,24,4 6,4, 9,039,9,7,4 6,08,8 8,8,0 Approved oads, tension for hef,min hef,max uncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,23,9 9,022,0,732, 4,39,8 7,93,3 8,834, 22,74,9 26,32,0 C/ C ) C/ appr. N [kn],43,9 6,722, 9,432, 4,37,4 7,89,8 8,822, 22,36,3 26,34,9 Approved oads, shear for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn],78,4 9,23,3 3,89,3 2,3,9 29,36,0 32,2,7 38,4,9 4,28,2 C/ C ) C/ appr. V [kn] 3,68,4 6,33,3,9,3,33,9 2,6,0 27,6,7 38,4,9 4,28,2 Approved oads, shear for hef,min hef,max uncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 8,4 3,3 9,3 34,43,9 4,6,0 4,2,7 4,04,9 63,228,2 C/ C ) C/ appr. V [kn] 8,4 3,3 9,3 34,33,9 4,6,0 4,2,7 4,04,9 63,228,2 Chemica Anchors Injection System VMU pus, threaded stud, SS A4, HCR M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 2,97,7 3,72,,89,7 8,83, 2,4,9 3,479,0 6,07,4 8,8, C/ C ) C/ appr. N [kn],84,8 2,68,7 4,24,4 6,4, 9,039,9,7,4 6,07,4 8,8, Approved oads, tension for hef,min hef,max uncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,29,8 9,0,,722,6 4,342, 7,6,6 8,894,6 22,7,4 26,3, C/ C ) C/ appr. N [kn],49,8 6,7, 9,422,6 4,342, 7,6,6 8,894,6 22,7,4 26,3, Approved oads, shear for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn],7,9 9,09,3 3, 2,,2 29,339,4 32,6,7 34,4 42, C/ C ) C/ appr. V [kn] 3,6,9 6,39,3,3,,3,2 2,39,4 27,66,7 34,4 42, Approved oads, shear for hef,min hef,max uncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn],9 9,3 3,,2 39,4 4,6,7 34,4 42, C/ C ) C/ appr. V [kn],9 9,3 3,,2 39,4 4,6,7 34,4 42, Spacing and edge distance Min. thickness of concrete sab for hef,min hef,max hmin [] Minimum spacing smin [] 0 3 Minimum edge distance cmin [] 0 3 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Range of dri hoe depth for hef,min hef,max ho [] Instaation torque < Tinst [Nm] 0 ) max. ong term temperature / max. short term temperature Higher concrete strength may ead to higher approved oads. Technica data for waterfied dri hoes see approva. For anchor designing, an easy to operate Software is avaiabe on request or can be downoaded at 6 PR MKT a soid connection

88 Injection System for cracked concrete, noncracked concrete and Brickwork Injection System VMU pus, reinforcement bars B0B ø8 ø ø2 ø4 ø6 ø ø ø28 ø32 Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 2,97,7 3,72,,89,7 7,226,9 8,83, 2,4,9 4,382,3 6,922,,766,0 Approved oads, tension for hef,min hef,max C/ C ) C/ appr. N [kn],84,8 2,68,7 4,24,4,29, 6,4, 9,039,9 2,9,8 6,984,8,74,9 uncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,23,8 9,02,6,73,2 3,042,4 4,3,4 7,86,6,03,2 23,869,6 29,027,0 Approved oads, shear for hef,min hef,max C/ C ) C/ appr. N [kn],43,8 6,72,6 9,43,2,842,4 4,3,4 7,86,6,09,7 23,83,9 29,03,2 cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 3,76, 9,0, 3,84, 7,39,8 2,,9 29,3,4 34,363,,679,2 49,73,4 Approved oads, shear for hef,min hef,max Extract from Permissibe Service Conditions of ETA/04 Approved oads for singe anchor without infuence of spacing and edge distance in dry or wet concrete. Approved oads for temperature range C to + C pease see approva ETA/04. Tota safety factor as per ETAG 00 incuded (γ M und γ F ). C/ C ) C/ appr. V [kn] 3,66, 6,3,,4, 2,69,8,3,9 2,,4 29,963,,679,2 49,73,4 uncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 6,, 4, 9,8,9,4 48,63, 7,079,2 69,63,4 C/ C ) C/ appr. V [kn] 6,, 4, 9,8,9,4 48,63, 7,079,2 69,63,4 Spacing and edge distance Min. thickness of concrete sab for hef,min hef,max hmin [] Minimum spacing smin [] 0 Minimum edge distance cmin [] 0 Instaation parameters Dri hoe diameter do [] Range of dri hoe depth for hef,min hef,max ho [] ) max. ong term temperature / max. short term temperature Higher concrete strength may ead to higher approved oads. Technica data for waterfied dri hoes see admission. For anchor designing, an easy to operate Software is avaiabe on request or can be downoaded at d0 h m hmin hef = h0 Tinst Instaation parameters and amount of mortar for postinstaed rebar connections Rebar connection VMU pus RebarØ [] Dri hoeø d0 [] Amount of mortar/ 0 setting depth [m] 7, 9,0,6 2, 3,6 2,2 3,2 37,6 L Z2.823 Extract from Permissibe Service Conditions of ETA/04 for Postinstaed Rebar Connections and Tension Anchor with Injection System VMU pus Concrete Strength C2/ C6/ C/ C/ C/37 C3/4 C/ C4/ C/ ) Design vaue of bond strength f bd [N/²] Haer and pneumatic driing,6 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3 ) The vaues fbd are vaid for good bond conditions according to EN 992:04. Instaation (threaded rod in concrete) + C Tinst 90 Nm 4 min.... a soid connection 88 6 PR MKT

89 Chemica Anchors Extract from Permissibe Service Conditions of ETA3/0909 Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG incuded (γ M und γ F ). Loads and performance data Injection system VMU pus with threaded stud VMUA/AMH/ IG, VMA stee z.p. / s.s. A4 / s.s. HCR in masonry Soid brick Hoow bock Hoow bock KSVNF MzNF KSLR2,26DF KSL2,26DF Hz,8xxDF Hz,96DF Density p [/dm 3 ],8,8,2,2 0,8 0,9 Compressive strength fb [N/ 2 ] Range of temperature 24 C/ C 2) use category dry/dry 2) without perfo seeve: M8 appr. N/V ) [kn],, M, M2 appr. N/V ) [kn],2,4 IG M6, IG M8 appr. N/V ) [kn],2,4 with perfo seeve: M8 appr. N/V ) [kn],2,0 /0,7 0,7/0,6 0,6 0,9/0,6 M, AMH M2 appr. N/V ) [kn],2,3 0,9/0,7 0,6/0,7 Temperaturbereich C/ C ) Nutzungskategorie trocken/trocken 2) without perfo seeve: M8 appr. N/V ) [kn] 0,9 0,9 M, M2 appr. N/V ) [kn],2,3 IG M6, IG M8 appr. N/V ) [kn],2,3 with perfo seeve: M8 appr. N/V ) [kn],2 0,9 /0,7 0,7/0,6 0,6 0,9/0,6 M, AMH M2 appr. N/V ) [kn],2 0,9/0,7 0,6/0,7 Min. spacing parae to bearing joint smin,ii [] Min. spacing perpendicuar to bearing joint smin,i [] Min. edge distance without perfo seeve cmin [] 3 () 3) 3 () 3) Min. edge distance with perfo seeve cmin [] VMUA / VA VMUAMH VMUIG M8 M M2 M2 M6 M8 Appr. bending moments (Stee, zinc pated.8) appr. M [Nm],9 2, 37, 2, 4,0,9 Appr. bending moments (Stainess stee A4/36 appr. M [Nm],9 23,8 4,7 23,8,0,9 ) ong term temperature/ short term temperature 2) Instaation / use 3) Vaue in brackets with perfo seeve The instaation in wet brickwork (at instaation and in service) is aso possibe and approved. The capacities in wet brickwork are sighty ower than in dry brickwork. For oad capacities refer to the approva ETA3/0909. Chemica Anchors Instaation parameters in soid brickwork (without a perfo seeve) Type of Threaded Stud VMUA, VMA, VA VMUIG Thread M8 M M2 IG M6 IG M8 Dri hoe diameter do [] Setting depth / anchorage depth hef [] 90 > Depth of dri hoe ho > [] Cearance hoe in the fixture df < [] Diameter ceaning brush db > [] Instaation torque < Tinst [Nm] Amount of mortar per dri hoe [m],2 7,3 9,8 7,3 9,8 Instaation parameters in soid and hoow base materia (with a perfo seeve) VMUA, VMA, VA VMUAMH Thread M8 M M2 Dri hoe diameter do [] Setting depth/anchorage depth perfo seeve hnom [] Setting depth/anchorage depth stud hef Depth of dri hoe ho > [] Cearance hoe in the fixture df < [] Diameter ceaning brush db > [] Instaation torque < Tinst [kn] Amount of mortar per dri hoe [m],0 2,0 2,0 Instaation + C Tinst Nm 4 min. 6 PR MKT a soid connection

90 Injection System for noncracked concrete and brickwork Injection System VMU Threaded Stud VMUA for concrete and brickwork Internay Threaded Seeve VMUIG for concrete and brickwork Threaded Stud VMA meter ength, to be cut to the required ength Threaded Stud VMUAH for perforated brick with perfo seeve Internay Threaded Seeve VMUIGH for perforated brick with perfo seeve Perfo Seeve VMUSH for perforated brick FF MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Range of oading: 0,3 kn,2 kn Concrete quaity: C/ C/ Brickwork: Soid and perforated brick Materia: Stee zinc pated, hot dip gavanized, Stainess stee A4/36 On request: Stainess stee HCR Cartridge VMU suitabe for siicone guns Content: m Cartridge VMU 2 The Injection System VMU (ETA option 7) is a chemica fastening system for noncracked concrete. It consists of a styrenefree viny ester resin pus an attached hardening agent contained in a cartridge to be used with a threaded stud VMUA, an internay threaded seeve VMUIG, a threaded stud VA (see pages 9) or threaded studs VMA (see page 82). By means of the dispenser gun VMP the components are injected through the mixer nozze into the dri hoe. The threaded stud is inserted manuay into the dri hoe. The hardened injection adhesive gives a secure fastening to the base materia. suitabe for siicone guns Content: 2m, incuding 2 mixers, attached to the cartridge Cartridge VMU 0 suitabe for siicone guns Content: 0m Advantages: approved in noncracked concrete, sizes M8 to M. approved for soid and perforated brickwork (M8 to M2) threaded Studs VA (pages 9) and VMA (see page 82) are aso covered by the approva. approved with standard threaded studs (strength test required) with fire test report (oads see page 39). no oad reduction for wet concrete opened cartridges can be reused with a new mixer nozze VMU express with shorter curing time during the cod season styrenefree Cartridge VMU 34 Sidebyside cartridge Content: 34m Appications Fastenings in noncracked concrete: Basepates, fastenings to was and coumns, joint tapes Cartridge VMU 4 Coaxia cartridge Content: 4m Fastenings in masonry: Canopies, door and window frames, facade substructures, battens... a soid connection 90 6 PR MKT

91 Chemica Anchors Cartridge VMU 2 express suitabe for siicone guns Content: 2m Cartridge VMU 34 express Sidebyside cartridge Content: 34m Cartridge VMU 4 express Coaxia cartridge Content: 4m StockBox In stackabe mutipurpose container Injection Cartridge VMU Two component cartridge, styrenefree Approved for noncracked concrete and brickwork StockBox VMU 0 StockBox VMU 34 Content Content per per of master master box piece box m pcs Cartridge VMU , 0,34 StockBox VMU Contents Quantity per Box Cartridge VMU 0 2,4 Static mixer VMX Cartridge VMU 34 Static mixer VMX Cartridge VMU 4 Static mixer VMXP,3 8,0 Cartridge VMU 2) , 0,6 Cartridge VMU 2 express , 0,6 Dimensions StockBox Cartridge VMU , 0,3 Cartridge VMU ,00 0,6 Height Width Depth Cartridge VMU 34 express ,00 0,6 StockBox Cartridge VMU , 0,83 Cartridge VMU 4 express , 0,83 Static mixer VMX (for a cartridges) ,2 0,0 Mixer extension VMXE /0 (0) ,0 Mixer extension VMXE /0 (0) 89 0,02 Curing Time Injection Adhesive VMU Temperature ( C) of the base materia Ge time C One static mixer VMX as we as one screwon cap comes with each cartridge. Usabe ength of static mixer see page 8. ) Cartridge VMU 2 (not VMU 2 express) comes with 2 mixers. Cartridge temperature when instaing min. + C Curing time dry base materia wet base materia : h : h :00 h) 4 C to C 4 min : h :00 h) 0 C to +4 C min 3:00 h 6:00 h + C to +9 C 2 min 2:00 h 4:00 h + C to +9 C 6 min : h 2: h + C to +29 C 4 min 4 min : h + C to +34 C 2 min min min +3 C to +39 C,4 min min min + C,4 min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be dried and ceaned directy prior to the instaation of the anchor. Curing Time Injection Adhesive VMU express Temperature ( C) of the base materia C Cartridge temperature when instaing min. + C Ge time Curing time dry base materia wet base materia min 4:00 h 8:00 h) 4 C to C min 4:00 h 8:00 h) 0 C to +4 C min 2:00 h 4:00 h + C to +9 C 6 min :00 h 2:00 h min + C to +9 C 3 min min + C to +29 C min min min + C min min min ) It must be ensured that icing does not occur in the dri hoe. The hoe must be dried and ceaned directy prior to the instaation of the anchor. 6 PR MKT 9... a soid connection Chemica Anchors StockBox, the container for various items

92 Injection System for noncracked concrete and brickwork Threaded Studs for appications in concrete Threaded Stud VMUA Dri hoe Ø x depth May be used in structures subject to dry interna conditions or to externa atmospheric exposure Approved for noncracked concrete Stee, zinc pated grade 8.8 on demand or as threaded studs, meter ength, (see page 82) Stainess stee HCR (.429) on demand Stainess stee A4 / 36 Approved for noncracked concrete Maximum Fixture thickness Usabe ength (VMUpus/VME) P. cont. MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach FF Threaded Stud VMUA A4 May be used in structures subject to dry interna conditions Stee, zinc pated.8 FF per p. MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach Dri hoe Ø x depth Maximum Fixture thickness Usabe ength (VMUpus/VME) P. cont. per p. 3 x 90 VMUA 8/0 3 x 90 0,42 VMUA 8/0 A4 0,42 VMUA 8/ 3 x 0 0,46 VMUA 8/ A4 3 x 0 0,46 VMUA 8/ 3 x 0,2 VMUA 8/ A4 3 x 0,2 VMUA 8/4 328 x 3 0, VMUA 8/4 A4 328 x 3 0, VMUA 8/ 3 x 0, VMUA 8/ A4 3 x 0, VMUA 8/ 3 x 9 0,74 VMUA 8/ A4 3 x 9 0, x ,7 VMUA / 3 2 x ,7 VMUA / A4 VMUA / 36 2 x 90 0,8 VMUA / A x 90 0,8 VMUA / 36 2 x 90 0,9 VMUA / A x 90 0,9 VMUA 6/ x 90 6,02 VMUA 6/6 A x 90 6,02 VMUA 90/ x 90 90, VMUA 90/90 A x 90 90, VMUA / x 90 2, VMUA /2 A x 90 2, 37 4 x, VMUA 2/ x, VMUA 2/3 A4 VMUA 2/ 37 4 x,42 VMUA 2/ A x,42 VMUA 2/ x,4 VMUA 2/7 A x,4 VMUA 28/ x 8 9,82 VMUA 28/2 A x 8 9,82 VMUA 2/ x 23 2,3 VMUA 2/2 A x 23 2,3 VMUA 27/ x , VMUA 27/0 A x , 38 8 x 2,6 VMUA 6/ 38 8 x 2,6 VMUA 6/ A4 VMUA 6/ x 2,8 VMUA 6/7 A x 2,8 VMUA 6/ 38 8 x 8 3, VMUA 6/ A x 8 3, VMUA 690/ x ,6 VMUA 690/23 A x ,6 VMUA 6/ x 2 4,3 VMUA 6/0 A x 2 4,3 VMUA / x 2,8 VMUA /2 A x 2, x ,7 VMUA / x 2 6, VMUA 9/28 A4 VMUA 9/ x ,7 VMUA / A x 28 7, VMUA / x 28 7, VMUA 24/290 A x ,9 VMUA / x 3 8, VMUA 24/3 A x 2 3,8 VMUA 2/ x 2 3 9, VMUA 246/0 A x , VMUA 24/ x ,9 VMUA /3 A x 2 3 9,90 VMUA 24/ x 2 3,8 VMUA 246/ x , VMUA / x 2 3 9,90 Internay Threaded Seeve VMUIG) May be used in structures subject to dry interna conditions Internay Threaded Seeve VMUIG A4) May be used in structures subject to dry interna conditions or to externa atmospheric exposure Stee, zinc pated.8 For noncracked concrete Stainess stee A4 / 36 For noncracked concrete Dri hoe Ø x depth OuterØ x anchor ength Thread depth min s / max s Package per p. VMUIG M6 2 x 98 x 93 8 / 0, VMUIG M8 3 4 x 98 2 x 93 8 / 0, ) Threaded Stud VA see page 9... a soid connection OuterØ x anchor ength Thread depth min s / max s Package per p. VMUIG M6 A4 2 x 98 x 93 8 / 0, 3 4 x 98 2 x 93 8 / 0, VMUIG is not part of the approva ETA0/03. Threaded Stud VMA Stee, zinc pated or hot dip gavanized grade.8 Dri hoe Ø x depth VMUIG M8 A4 ) VMUIG is not part of the approva ETA0/03. see page 82 Stee, zinc pated grade.8 or 8.8 Stainess stee A4 / 36 Stainess stee A4 / 36 Stainess stee HCR (.429) on demand Threaded studs, of meter ength, to be cut to the required ength, with manufacturer s certificate 92 6 PR MKT

93 Chemica Anchors Threaded Studs for appications in soid and hoow base materia Threaded Stud VMUA Threaded Stud VMUAH Stee, zinc pated.8 Stainess stee A4 / 36 Threaded stud VMUA recoended for soid base materia and hoow base materia with perfo seeve Threaded stud VMUAH recoended for soid and hoow base materia with perfo seeve Stee hot dip gavanized and stainess stee HCR (.429) on demand VMUA VMUAH FF90 Stee, zinc pated.8 Stainess stee A4 / 36 Maximum Fixture thickness t fix Soid base materia without SH Dri hoe Ø x depth Soid and hoow base materia with SH perfo seeve Dri hoe Ø x depth VMUA 8/0 3 3 x 8 VMUSH 4x0 4 x 0,42 VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,46 VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,2 VMUA 8/ x 8 VMUSH 4x0 4 x 0, VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0, VMUA 8/ 3 3 x 8 VMUSH 4x0 4 x 0,74 VMUA / x 9 VMUSH 6x0 6 x 0,7 VMUA / x 9 VMUSH 6x0 6 x 0,8 VMUA / x 9 VMUSH 6x0 6 x 0,9 VMUA 6/ x 9 VMUSH 6x0 6 x,02 VMUA 90/ x 9 VMUSH 6x0 6 x, VMUA / x 9 VMUSH 6x0 6 x, VMUA 2/ x 98,4 VMUA 2/ x 98,2 VMUA 2/ x 98,42 VMUA 2/ x 98,63 VMUA 2/ x 98,89 VMUA 2/ x 98 2,8 VMUAH 2/ VMUSH 6x0 6 x 0,92 VMUAH 2/ VMUSH 6x0 6 x 0,99 VMUAH 2/ VMUSH 6x0 6 x,8 VMUAH 2/ VMUSH 6x0 6 x,38 VMUAH 2/ VMUSH 6x0 6 x,68 VMUAH 2/ VMUSH 6x0 6 x,97 P. cont. per p. Chemica Anchors Internay Threaded Seeve VMUIG Stee, zinc pated.8 Stainess stee A4 / 36 With interna thread Recoended for soid base materia without perfo seeve Internay Threaded Seeve VMUIGH Stee, zinc pated.8 Stainess stee A4 / 36 With interna thread Recoended for soid and hoow base materia with perfo seeve Stee, zinc Stainess Dri hoe OuterØ x Thread depth Package per pated.8 stee A4 / 36 Ø x depth anchor ength min s / max s p. VMUIG M6 2 x 98 x 93 8 / 0, VMUIG M x 98 2 x 93 8 / 0, Stee, zinc Stainess Dri hoe OuterØ x Thread depth Package per pated.8 stee A4 / 36 Ø x depth anchor ength min s / max s p. VMUIGH M x 2 x 93 8 / 0, VMUIGH M x 2 x 93 8 / 0, Perfo SeeveVMUSH Poypropyene Dri hoe Ø x depth Recoended for soid and hoow base materia threaded studs suitabe for internay threaded seeves Package pcs per p. VMUSH 4x x M8 0,03 VMUSH 6x x MM2 ) IGH M6M8 0,04 ) M2 ony as VMUAMH 6 PR MKT a soid connection

94 Ceaning Brush RB M6 With connection thread M6 extension for arge depths of dri hoe and/or for throughsetting instaation For driing machines with keyed chuck or with SDS adaptor for SDS pus dris RB M6, with connection thread M6 RBL M6, with interna and externa thread M6 RBL M6 SDS, with interna thread M6 Suitabe for dri hoe Ø Tota ength of brush Base materia Suitabe for Threaded stud Internay threaded seeve P. cont. pcs per piece RB M6 33 concrete VMUA M8 0,0 RB 2 M concrete VMUA M VMUIG M6 0,0 RB 4 M concrete VMUA M2 VMUIG M8 0,0 RB 8 M concrete VMUA M6 0,0 RB 22 M concrete VMUA M 0,0 RB 26 M concrete VMUA M24 0,06 RB 32 M concrete VMUA M 0,06 RBL M Brush extention with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter with interna thread M6 0,06 Dri hoe ceaning in soid and hoow base materia RBH 8 Nyon, with hande Bowout pump VMAP Suitabe for dri hoe Ø enght of brush Base materia Int. threaded seeve P. cont. pcs per piece brickwork a a 0,04 RBH 8/ brickwork a a 0,0 Dri hoe ceaning for VMUA / VMUAH M8M6 and VMUIG / VMUIGH M6M8 VMAP 3, bowout pump Suitabe for maximum depth of dri hoe P. cont. pcs per piece 3 3 0,27 P. cont. pcs per piece Dri hoe ceaning with compressed air for VMUA MM Nozze Ø Dispenser VMP Profi Suitabe for RBH 8/2 Air gun VMABP Threaded stud Suitabe for maximum depth of dri hoe For dri hoe Ø VMABP ,00 VMABP , Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reease for minimum mortar overrun Dispenser VMP Standard Suitabe for cartridge VMP 34 Profi 283 m, 2m, 0m, 34m VMP 3 Profi 283 P. cont. per piece,00 3m, 4m, 4m, Suitabe for cartridge P. cont. per piece,00, P. cont. per piece aso suitabe for siicone cartridges For occasiona use, meta version Piston rod with adjusting screw Dispenser VMP Pneumatic VMP 34 Standard 283 m, 2m, 0m, 34m VMP 3 Standard 2830 aso suitabe for siicone cartridges 3m, 4m, 4m Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed... a soid connection Suitabe for cartridge VMP 34 Pneumatic m max. working pressure 8bar, /min 2,4 VMP 3 Pneumatic m, 4m, 4m max. working pressure 8bar, /min 2, PR MKT

95 Chemica Anchors Loads and performance data Extract from Permissibe Service Conditions of ETA0/03. Approved oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 39. Injection System VMU with threaded stud VMUA stee, zinc pated / hot dip gavanized in concrete M8 M M 2 M 6 M M24 M noncracked concrete Mean utimate oads, tension (stee.8) C/ Num [kn] 8,0 29,0 42,0 78,0 23,0 76,0 2,0 Mean utimate oads, shear (stee.8) C/ Vum [kn],8 7,4,2 46,8 73,8,6 68,0 Mean utimate oads, tension (stee 8.8) C/ Num [kn] 29,0 46,0 67,0 89,9 74,6 227,2 3,3 Mean utimate oads, shear (stee 8.8) C/ Vum [kn],0 23,0 34,0 63,0 98,0 4,0 224, Approved oads, tension (stee.8) C/ appr. N [kn] 7,6,9 6,7 23,8 4,2 4,8 8,0 C/ appr. N [kn] 8, 2,6 7,7,2 48,0 8,0 8,8 C/37 appr. N [kn] 8, 3,3 8,7 26,7,7 6,3 90,7 C/ appr. N [kn] 8,6 3,8,0 29,3,6 67,4 99,6 C/ appr. N [kn] 8,6 3,8,0 3,0 8,6 7,2,2 Approved oads, shear (stee.8) > C/ appr. V [kn], 8,6 2,0 22,3 34,9,3,0 Appr. bending moments (stee.8) appr. M [Nm],9 2, 37, 94,3 8,7 3,6 642,3 Approved oads, tension (stee 8.8) C/ appr. N [kn] 7,6,9 6,7 23,8 4,2 4,8 8,0 C/ appr. N [kn] 8, 2,6 7,,2 48,0 8,0 8,8 C/37 appr. N [kn] 8, 3,3 8,7 26,7,7 6,3 90,7 C/ appr. N [kn] 9,4 4,6, 29,3,6 67,4 99,6 C/ appr. N [kn] 9,9, 2,7 3,0 8,8 7,2,2 Approved oads, shear (stee 8.8) > C/ appr. V [kn] 8,6 3, 9,4 36,0 6,0,6 28,0 Appr. bending moments (stee 8.8) appr. M [Nm] 7, 34,3,0 2,0 296,6 3, 28,0 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] Minimum thickness of concrete sab > hmin [] Red. Min. thickness of concrete sab > hmin,red [] Minimum spacing smin [] Minimum edge distance cmin [] Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] Instaation torque < Tinst [Nm] 0 Width across nut SW [] Amount of mortar per dri hoe [m],2 7,3,8 7,,4 47,0 82,0 Dri hoes per cartridge VMU [Quan.] Dri hoes per cartridge VMU 2 / VMU 0 [Quan.] 46 / 32 / 3 22 / 24 4 / 7 / 8 / 2 / 3 Dri hoes per cartridge VMU 34 / VMU 4 [Quan.] 8 / 72 4 / 2 28 / 3 7 / 22 / 2 6 / 8 3 / 4 ) max ong term temperature + C / max short term temperature + C Technica data for soid and hoow base materias see page 97. Chemica Anchors For anchor designing, an easy to operate Software is avaiabe on request or can be downoaded at h m hmin hef = h0 Tinst d0 L Instaation + C Tinst 90 Nm 4 min. 6 PR MKT 9... a soid connection

96 Injection System for noncracked concrete and brickwork Extract from Permissibe Service Conditions of ETA0/03. Approved oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page 39. Loads and performance data Injection System VMU with threaded stud VMUA stainess stee A4/36 and HCR in concrete M8 M M 2 M 6 M M24 M noncracked concrete Mean utimate oads, tension C/ Num [kn] 26,0 4,0 9,0 89,9 72,0 227,2 2,0 Mean utimate oads, shear C/ Vum [kn],6 24,6 3,4 66,0 3,2 48,2 68,0 Approved oads, tension C/ appr. N [kn] 7,6,9 6,7 23,8 4,2 4,8 8,0/69,9 2) C/ appr. N [kn] 8, 2,6 7,7,2 48,0 8,0 83,3/69,9 2) C/37 appr. N [kn] 8, 3,3 8,7 26,7,7 6,3 83,3/69,9 2) C/ appr. N [kn] 9,4 4,6, 29,3,6 67,4 83,3/69,9 2) C/ appr. N [kn] 9,9, 2,7 3,0 8,8 7,2 83,3/69,9 2) Approved oads, shear > C/ appr. V [kn] 7,4/6,0 2),4/9,2 2) 7,/3,7 2) 3,4/,2 2) 49,/39,4 2),3/6,3 2),0/42,0 2) Appr. bending moments appr. M [Nm] 4,9/,9 2) ) 29,7/23,8 2) 2,6/42, 2) 33,/6,7 2) 9,4/7,9 2) 448,0/39,0 2),/337,0 2) Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] Minimum thickness of concrete sab > hmin [] Red. Min. thickness of concrete sab > hmin,red [] Minimum spacing smin [] Minimum edge distance cmin [] Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] Instaation torque < Tinst [Nm] 0 Width across nut SW [] Amount of mortar per dri hoe [m],2 7,3,8 7,,4 47,0 82,0 Dri hoes per cartridge VMU [Quan.] Dri hoes per cartridge VMU 2 / VMU 0 [Quan.] 46 / 32 / 3 22 / 24 4 / 7 / 8 / 2 / 3 Dri hoes per cartridge VMU 34 / VMU 4 [Quan.] 8 / 72 4 / 2 28 / 3 7 / 22 / 2 6 / 8 3 / 4 ) max ong term temperature + C / max short term temperature + C 2) coercia threaded rod with stress anaysis For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at h m hmin hef = h0 Tinst d0 L Instaation + C Tinst 90 Nm 4 min.... a soid connection 96 6 PR MKT

97 Chemica Anchors Recoended oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). ) Loads and performance Injection System VMU with threaded stud VMUA/AH/IG/IGH VMUA VMUAH VMUIG/VMUIGH data stee z.p. / s.s. A4 /36 / s.s. HCR in masonry M 8 M M 2 M 2 M 6 M8 Recoended bending moments (Stee, zinc pated.8) appr. M [Nm],0 2,0 37,0 37,0 4,4,0 Recoended bending moments (Stainess stee A4/36) appr. M [Nm] 2,0 24,0 42,0 42,0 4,9 2,0 Recoended bending moments (Stainess stee HCR.429) appr. M [Nm] 9,4 9,0 33,0 33,0 4,9 9,4 Spacing and edge distance Effective anchorage depth hef [] Spacing (Anchor group) a > [] 0 (0) ) Minimum spacing min a [] 2) Spacing (singe anchor) az [] 2 Edge distance ar > [] 0 (2) 3) Edge distance for specia appications ar [] () 3) Minimum thickness of base materia (masonry) hmin [] Instaation parameters Thread ength of screw/threaded stud min s [] 8 8 max s [] Diameter of dri hoe with perfo seeve do [] Dia. of dri hoe without perfo seeve (soid base materia) do [] Cearance hoe in the fixture df [] Depth of dri hoe with perfo seeve h0 [] Depth of dri hoe without perfo seeve h0 [] Instaation torque < Tinst [Nm] 8 4) 8 4) 8 4) 8 4) 8 4) 8 4) Diameter ceaning brush RBH 8 db [] Amount of mortar per dri hoe with perfo seeve [m],0 2,0 2,0 2,0 2,0 Amount of mortar per dri hoe without perfo seeve [m],2 7,3 9,8 7,3 9,8 Dri hoes per cartridge with perfo seeve VMU / 2 / 0 [Quan.] 7 / 6 / 7 / / 2 / / 2 / / 2 / / 2 Dri hoes per cartridge with perfo seeve VMU 34 / 4 [Quan.] / 4 / 8 4 / 8 4 / 8 4 / 8 Dri hoes per cart. without perfo seeve VMU / 2 / 0 [Quan.] 2 / 46 / / 32 / 3 / 24 / 26 / 32 / 3 / 24 / 26 Dri hoes per cart. without perfo seeve VMU 34 / 4 [Quan.] 8 / 73 4 / 2 3 / 38 4 / 2 3 / 38 ) Vaue in brackets for Hb (Hoow bock concrete, according to DIN 8) and Hbn (Hoow bock concrete, DIN 83). 2) min a not vaid for Hb and Hbn brickwork. 3) Vaue in brackets vaid for soid brick. 4) 2 Nm if anchor pate is not seated soidy on surface of base materia. ) max. ong term temperature + C / max. short term temperature + C. Chemica Anchors Recoended oads in masonry for a oad directions Soid brick Soid sandime Vertica perforated brick Sandime perforated brick Hoow bock ightw. concrete Hoow bock concrete Mz 2 KS 2 HLz 4 HLz 6 HLz 2 KSL 4 KSL 6 KSL 2 Hb 2 Hb 4 Hbn 4 Driing with rotation ony [kn],7,7 0,6 0,8,0 0,6 ) 0,8 ),4 ) 0, 0,8 0,8 Driing with haer action [kn],7,7 0,3 0,4 0,8 0,4 0,6 0,8 0,3 0,6 0,6 ) Outer web > Maximum oad for singe brick < 3 DF ) 4 to DF ) > DF ) Unburdened masonry max. F [kn],0,4 2,0 Burdened masonry max. F [kn],4,7 2, ) Dimension of brick acc. to DINStandard ho Tinst hef h m hmin Instaation + C Tinst Nm 4 min. 6 PR MKT a soid connection

98 Injection System for cracked and noncracked concrete Injection System VME Threaded Stud VA Threaded Stud VMUA Threaded Stud VMA meter ength, to be cut to the required ength Reinforcement Bars BSt 0 S Cartridge VME 38 Sidebyside cartridge Content: 38m With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter FF ESR 284 MKT Software 3. MKT MetaKunststoffTechnik GmbH & Co. KG Auf dem Ie 2 D6768 Weierbach C M2M C2 M2M6 Appications Fixing of rack systems, raiings, stee structures, noise barriers, stairs and machines. Subsequent cosure of wa and ceiing openings, reinforcement of existing concrete structures, instaation of reinforcement for the connection of the foowing concrete components (if the instaation of reinforcement was missed or not possibe because of the working process), connection of stee structures. Cartridge VME 8 Sidebyside cartridge Content: 8m With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter Advantages: approved in cracked and noncracked concrete approved with threaded studs and reinforcement bars approved with standard threaded studs (strength test required) approved to use under seismic action according to the performance category C (M2M) and C2 (M2M6) aso approved for postinstaed rebar connections according to ETA07/0299 / Z (see page 79) approved for diamond coring (ETA 3/0773) ICC Evauation Service isting for cracked and noncracked concrete variabe anchorage depth for ess driing efforts ong curing times for an economic working process with seria instaations and/or arge dri hoes suitabe for dry and wet concrete and in waterfied dri hoes styrenefree fire test report Cartridge VME 0 Sidebyside cartridge Content: 0m With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter Range of oading: 3, 28 kn Concrete quaity: C/ C/ Materia: Stee zinc pated, hot dip gavanized, Stainess stee A4/36, Stainess stee HCR, BSt 0 S Injection Cartridge VME The Injection System VME is an approved system for fixings of threaded studs or reinforcement bars in cracked and noncracked concrete. In the cartridge, the epoxy resin and the hardener are separated. By means of the dispenser gun VMP the components are pushed through the mixer nozze, activated and injected into the dri hoe. The Injection System VME can be used with the threaded Studs VA (see pages 9) and VMUA (see page 92). It can aso be used with VMA studs, sod by meter to be cut to the required ength or with standard reinforcement bars. Very high oads No shrinkage Content m Content of master box pcs per master box per piece Cartridge VME , 0, Cartridge VME ,09 0,98 Cartridge VME ,34 2, Static mixer VMXL) 28 0,28 0,03 Static mixer VMX2) ,2 0,0 One static mixer VMXL as we as one screwon cap comes with each cartridge. ) Mixer VMXL comes with a reducers / extension tube. Suitabe for dri hoes from 2. diameter. 2) Static mixer VMX ony required for dri hoe diameter of (specia accessories).... a soid connection 98 6 PR MKT

99 Chemica Anchors Threaded Stud for Injection System VME Injecting equipment Threaded Stud VA see page 9 Retaining Washer Stee, zinc pated or hot dip gavanized grade.8 Stainess stee A4 / 36 Ony for horizonta or overhead instaation for dri hoe diameter of 24 and bigger. Stainess stee HCR (.429) on demand Fits to extenstion tubes VMXE and VMXLE Stee, zinc pated grade.8 Stainess stee A4 / 36 Stainess stee HCR (.429) on demand Threaded Stud VMA Dri hoe Ø Thread Length P. cont. per p. VMA 8x00) 399 M8 00 3,9 VMA x M 00, VMA 2x M2 00 7,76 VMA 6x M6 00 3,6 VMA x M 00,8 VMA 24x M24 00,3 Dri hoe Ø Thread 3998 M8 Length P. cont. per p. 00 3,9 VMA x M 00, VMA 2x M2 00 7,76 VMA 6x M6 00 3, back 24 VMX + VMXE / VMXL 0,06 89 back VMX + VMXE / VMXL 0,06 VMIA back 28 VMX + VMXE / VMXL 0,08 VMIA back 32 VMX + VMXE / VMXL 0,08 VMIA back 3 VMX + VMXE / VMXL 0,08 VMIA 8938 back VMX + VMXE / VMXL 0,08 Fits to VMX, VMXD and VMXL Length Diameters To use in conjunction with P. cont. per p. VMXE / VMXL, VMX, VMXP VMXE / ,2 0 VMXL, VMX, VMXP VMXE / , 00 VMXL, VMX, VMXP 0, For driing machines with keyed chuck Separate SDS pus adaptor with interna thread M6 for SDS pus dris Comes with manufacturer s certificate (3. EN 4) in every package Dri hoe Ø Thread Length P. cont. With connection thread M6 Extension for arge depths of dri hoe Threaded studs, of meter ength, to be cut to the required ength Stainess stee A4 / 36 per p. VMIA 24 RB M6 Threaded Stud VMA Package pcs Ceaning Brush RB M6 Comes with manufacturer s certificate (3. EN 4) in every package VMA 8x00 8.8) To use in conjunction with VMIA Threaded studs, of meter ength, to be cut to the required ength Stee, zinc pated 8.8 Suitabe for dri hoe Ø Dri Hoe Ceaning Threaded Stud VMA Coour Extension Tubes Threaded studs, of meter ength, to be cut to the required ength Comes with manufacturer s certificate (3. EN 4) in every package Stee, zinc pated grade.8 Chemica Anchors Threaded Stud VMUA see page 92 For bubbefree fiing of the dri hoe per p. 33 Suitabe for dri hoe Ø Tota ength of brush Suitabe for Threaded stud M8 Reinforcement Bars P. cont. per piece 0,0 RB 2 M M Ø8 0,0 RB 4 M M2 Ø 0,0 RB 6 M Ø2 0,0 RB 8 M M6 Ø4 0,0 RB M Ø6 0,0 RB 24 M M Ø 0,06 VMA 8x00 A4) 399 M8 00 3,77 RB 28 M M24 0,06 VMA x00 A M 00,43 RB 32 M M27 Ø 0,08 VMA 2x00 A M2 00 8,03 RB 3 M M Ø28 0,08 VMA 6x00 A M6 00 3,9 RB M Ø32 0,08 VMA x00 A M 00,0 RBL M Brush extention with connection thread M6 0,09 VMA 24x00 A M24 00,6 RBL M6 SDS 333 SDS Pus adapter with interna thread M6 0,06 ) For dri hoe diameter of static mixer VMX is required. Pease order separatey (specia accessories). Instaation + C Nm 90 h 6 PR MKT a soid connection

100 Injection System for cracked and noncracked concrete Bowout pump VMAP Dri hoe ceaning for Injection System VME according to ETA09/03 Ony for dri hoes Ø Ø8 up to depth of dri hoe depth 2 VMAP 3, bowout pump Air gun VMABP Suitabe for maximum depth of dri hoe P. cont. per piece 3 3 0,27 Dri hoe ceaning with compressed air for Injection System VME according to ETA09/03 Ony for dri hoes Ø Ø or depth of dri hoe deeper than 2 Nozze Ø Suitabe for maximum depth of dri hoe For dri hoe Ø P. cont. per piece VMABP ,00 VMABP , Dispenser Dispenser VMP Standard For occasiona use, meta version Piston rod with adjusting screw VMP 38 Standard Dispenser VMP 38 Profi Suitabe for cartridge P. cont. per piece m,33 Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reease for minimum mortar overrun VMP 38 Profi Dispenser VMP 8 Profi Suitabe for cartridge P. cont. per piece m, Professiona dispenser with an idea center of gravity for more comfortabe working Combitoo for many different types of cartridges Automatic pressure reease for minimum mortar overrun VMP 8 Profi Dispenser VMP Pneumatic Suitabe for cartridge P. cont. per piece m, 0m, 3m, 3m, 38m, 4m, 4m, 8m,67 P. cont. per piece Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed VMP 8 Pneumatic Suitabe for cartridge VMP 8 Pneumatic m, 8m max. working pressure 8bar, /min 3, VMP 0 Pneumatic m max. working pressure 8bar, /min 6, VMP 0 Pneumatic... a soid connection 0 6 PR MKT

101 Chemica Anchors Loads and performance data Injection System VME, threaded stud stee grade.8 M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,96,2,224,9,,8,,6 43 C/ C ) C/ appr. N [kn] 4,79,7 6,4,3 6,78,0 8,6,9 43 C/72 C ) C/ appr. N [kn] 4,28,6,63,4,8,4 7,422,2 noncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 8,6 9,33,8,7,0 4,337, 4,78, 6,283,8 9,,2 22,67,3 Approved oads, shear for hef,min hef,max Extract from Permissibe Service Conditions of ETA09/03. Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page C/ C ) C/ appr. N [kn],78,6 7,3,8 9,49,4 3,632,6 4,74,0 6,,4 9,3, 22,686,6 43 C/72 C ) C/ appr. N [kn],8, 6,42,7 8,47,2 2,028,7 3,3,9 6,,7 9,3,8 22,67,0 cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 2,0 22,3 29,334,9 32,3,3 43 C/ C ) C/ appr. V [kn],32,0,322,3 8,834,9 24,,3 43 C/72 C ) C/ appr. V [kn],2,0 3,422,3 6,234,9,7,3 noncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn], 8,6 2,0 22,3 34,9 4,2,3 4,06,7 63,2,0 43 C/ C ) C/ appr. V [kn], 8,6 2,0 22,3 34,9 4,2,3 4,06,7 63,2,0 43 C/72 C ) C/ appr. V [kn], 8,6 2,0 22,3 34,9 4,2,3 4,06,7 63,2,0 Injection System VME, threaded stud stee grade 8.8 M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,96,2,224,9,,8,,6 43 C/ C ) C/ appr. N [kn] 4,79,7 6,4,3 6,78,0 8,6,9 43 C/72 C ) C/ appr. N [kn] 4,28,6,63,4,8,4 7,422,2 noncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 9,03,8 9,32,9,73,9 4,33,3 4,763,9 6,284,0 9,,2 22,67,3 43 C/ C ) C/ appr. N [kn],79, 7,4,2 9,49,4 3,632,6 4,74,0 6,,4 9,3, 22,686,6 43 C/72 ) C/ appr. N [kn],8, 6,42,7 8,47,2 228,7 3,3,9 6,,7 9,3,8 22,67,0 Approved oads, shear for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 8,89,4 24,36,0 29,36,0 32,3,6 43 C/ C ) C/ appr. V [kn],39,4,336,0 8,8,3 24,72,4 43 C/72 C ) C/ appr. V [kn],9,4 3,432,2 6,243,,762,0 noncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 8,6 3, 9,4 34,436,0 4,6,0 4,2,6 4,0, 63,228,0 43 C/ C ) C/ appr. V [kn] 8,6 3, 9,4 32,636,0 4,6,0 4,2,6 4,0, 63,228,0 43 C/72 C ) C/ appr. V [kn] 8,6 3, 9,4 28,736,0 37,76,0 4,2,6 4,0, 63,228,0 Chemica Anchors Spacing and edge distance Min. thickness of concrete sab for hef,min hef,max hmin [] Minimum spacing smin [] 0 3 Minimum edge distance cmin [] 0 3 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Range of dri hoe depth for hef,min hef,max ho [] Instaation torque < Tinst [Nm] 0 ) max ong term temperature / max short term temperature Higher concrete strength may ead to higher approved oads. For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at h m hmin hef = h0 Curing time Injection Adhesive VME Cartridge temperature when instaing min. + C Temperature ( C) of the base materia maximum working time minimum curing time dry base materia wet base materia d0 + C to +9 C min h 0 h + C to +9 C 90 min h h + C to +29 C min h h + C to +39 C min 6 h 2 h C 2 min 4 h 8 h Tinst L 6 PR MKT... a soid connection

102 Injection System for cracked and noncracked concrete Loads and performance data Injection System VME, threaded stud ss A4/36 / ss HCR M8 M M2 M6 M M24 M27 M Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 7,96,2,224,9,,8,,6 43 C/ C ) C/ appr. N [kn] 4,79,7 6,4,3 6,78,0 8,6,9 43 C/72 C ) C/ appr. N [kn] 4,28,6,63,4,8,4 7,422,2 noncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 9,09,9 9,3,7,722, 4,342,0 4,763,9 6,284,0 9,37,4 22,6,2 Approved oads, shear for hef,min hef,max Extract from Permissibe Service Conditions of ETA09/03. Approved oads for singe anchor without infuence of spacing and edge distance. Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Load capacities under fire exposure see page C/ C ) C/ appr. N [kn],79, 7,4,2 9,49,4 3,632,6 4,74,0 6,,4 9,37,4 22,6,2 43 C/72 C ) C/ appr. N [kn],8, 6,42,7 8,47,2 2,028,7 3,3,9 6,,7 9,37,4 22,6,2 cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 3,7 24,,2 29,339,4 32,6,8 43 C/ C ) C/ appr. V [kn],33,7,3,2 8,839,4 24,6,8 43 C/72 C ) C/ appr. V [kn],3,7 3,4,2 6,239,4,76,8 noncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 6,0 9,2 3,7,2 39,4 4,6,8 34, 42,0 43 C/ C ) C/ appr. V [kn] 6,0 9,2 3,7,2 39,4 4,6,8 34, 42,0 43 C/72 C ) C/ appr. V [kn] 6,0 9,2 3,7,2 37,739,4 4,6,8 34, 42,0 Spacing and edge distance Min. thickness of concrete sab for hef,min hef,max hmin [] Minimum spacing smin [] 0 3 Minimum edge distance cmin [] 0 3 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Range of dri hoe depth for hef,min hef,max ho [] Instaation torque < Tinst [Nm] 0 Injection System VME, reinforcement bars BSt 0 S Ø8 Ø Ø2 Ø4 Ø6 Ø Ø Ø28 Ø32 Range of anchorage depths hef,min hef,max [] Approved oads, tension for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn],8,8,93,2 7,27,2 7,7, 9,328,0 43 C/ C ) C/ appr. N [kn] 3,6, 3,98,8 4,09,6 4,82,8,36,0 43 C/72 C ) C/ appr. N [kn] 3,6, 3,37,3 4,09,6 3,8,3,36,0 noncracked concrete Range of temperature 24 C/ C ) C/ appr. N [kn] 6,6, 8,26,,2, 3,029,3 4,336,4 4,746,2 7,272,,48, 24,9,6 43 C/ C ) C/ appr. N [kn] 3,96,2 4,99,7 6,84,0 7,97,6 9,623,0,628,2 4,744, 6,8,3 2,96,7 43 C/72 C ) C/ appr. N [kn] 3,6,7 4,9,0,8,8 7,26, 8,82, 9,6,6 2,036,,4,2 9,79, Approved oads, shear for hef,min hef,max cracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 3,84,8 4,,0 7,226,2 2,4,0 26,264,3 43 C/ C ) C/ appr. V [kn] 7,4,8 9,4,0 9,623,0 3,3,9,044,9 43 C/72 C ) C/ appr. V [kn] 7,4,8 7,97,6 9,623,0,828,7,044,9 noncracked concrete Range of temperature 24 C/ C ) C/ appr. V [kn] 6,7, 4,8,0 26,2 4,0 48,64,3 7,0, 69,6,2 43 C/ C ) C/ appr. V [kn] 6,7, 4,8 8,8,0 23,026,2 29,64,0 4,64,3 46,9, 6,3,2 43 C/72 C ) C/ appr. V [kn] 6,7, 3,84,8 7,3,0 2,26,2 26,94,0 33,764,3 42,2,,,2 Spacing and edge distance Min. thickness of concrete sab for hef,min hef,max hmin [] Minimum spacing smin [] 0 Minimum edge distance cmin [] 0 Instaation parameters Dri hoe diameter do [] Range of dri hoe depth for für hef,min hef,max ho [] ) max ong term temperature / max short term temperature Higher concrete strength may ead to higher approved oads. For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at a soid connection 2 6 PR MKT

103 Chemica Anchors Postinstaed Rebar Connections with Injection System VME Cartridge VME 38 Sidebyside cartridge Content: 38m With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter Cartridge VME 8 Sidebyside cartridge Content: 8m Z Cartridge VME 0 Sidebyside cartridge Content: 0m With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter FF Injection Cartridge VME No shrinkage Diameter of Rebar: 8 28 Range of Concrete Quaity: C2/ C/ Materia: Reinforcement Bars BSt 0 S The Injection System VME for postinstaed rebar connections has a European Technica Approva (ETA07/0299). Reinforcement bars from 8 to 28 diameter can be fastened in reguar concrete from strength cass C2/ to C/. As usua the reinforcement can be designed in accordance with EN 992:04 (EC 2). Using the Tension Anchor ZA in sizes M2, M6 and M stee structures can be fixed at minimum edge distance. The hoe ceaning procedure for the MKT Injection System VME is much easier when haer driing or air driing. Just bow the hoes out using compressed air and the specific MKT ceaning toos. The reduced ceaning resuts in quicker instaation saving abor costs. Instaer training is provided by MKT and a certificate wi be issued by an independent institute, which is recognized by the DIBt. Very high oads Content m Content of master box pcs per master box per piece Cartridge VME , 0, Cartridge VME ,09 0,98 Cartridge VME ,34 2, Static mixer VMXL 28 0,28 0,03 One static mixer VMXL incuding a reducers/extension tube as we as one screwon cap comes with each cartridge. Appications Subsequent cosing of wa and ceiing openings, reinforcing existing concrete structures, instaation of reinforcement to connect successive structura members, e.g. if reinforcement has been eft out or coud not be cast in due to the construction sequence, connection of stee structures. 6 PR MKT 3... a soid connection Chemica Anchors With big mixer VMXL and reducers / extension tube for dri hoes from 2 diameter

104 Injection System for Postinstaed Rebar Connection System case and accessories for postinstaed rebar connection to use with injection system VMU pus (fast curing time) or the injection system VME (ong curing times, optimized for very arge and deep dri hoes) and : Compact system case incuding equipment for every rebar diameter as we as a the toos necessary for the instaation of postinstaed rebar connections using the Injection System VME or VMU pus. A parts aso sod separatey. Driing: Driing aid device Fat / Ring wrench Accessories for dri hoe ceaning: of each air hose RS and RS 3 of each bowout nozze RD 2/4, 6/8, /, /3 of each ceaning brush RB 2 M8 RB 3 M8 Connection set RS with air vave and connector Brush extensions RBL M8, L = 0 SDSpus adapter RBL M8SDS Accessories for injection: Static mixer VMXL of each retaining washer VMIA Ø2 Ø3 of each extension tube VMXE /0 and VMXLE 6/0 Frame saw Other: Approva Instaation sheet and Instaation report (avaiabe for downoad at Fiing quantity tabes Adhesive tape Measuring tape Thermometer Ear protection, Breathing protection, Protective gogges and protective goves VME System case System Components Bowout nozze Fiing of dri hoe Length RebarØ Suitabe for dri hoe Ø Coour Package Extension tube VMXE / white VMXE / white VMXLE 6/ grey VMXLE 6/ grey Retaining washer (ony for postinstaed rebar connections. Fits to the system case) VMEIA white VMEIA yeow VMEIA bue VMEIA back VMEIA 89 6 grey VMEIA 89 green VMEIA brown VMEIA red per pck. 0, 0,6, 3, 0,04 0,0 0,02 0,0 0,02 0,0 0, 0,2 Bowout nozze RD 2/4 Bowout nozze RD 6/8 Bowout nozze RD / Bowout nozze RD /3 RB 2 M8 RB 4 M8 RB 6 M8 RB 8 M8 RB M8 RB M8 RB 32 M8 RB 3 M8 Brush extension RBL M8, L= 0 SDSPus adapter RBL M8 SDS P. per piece ,8 Every nozze cover two dri hoe diameter RebarØ Suitabe for dri hoeø P. per piece ,0 0,02 0,03 0,0 Air hose Two diameters, preassembed set with connectors To use with air vave and bowout nozze Extension pipe VMXE and VMXLE can be cut to corresponding dri hoe depth. Extension pipe > 00 on demand. Ceaning Brush RB M8 Suitabe for dri hoeø Fits on the air hose RS For dri hoe diameter 2 3 Air hose RS (2 m) Air hose RS 3 (3 m) RebarØ Suitabe for dri hoeø P. per piece , 0, Reinforced brushes with connecting thread M8 for deeper dri hoes RebarØ Suitabe for P. per dri hoe Ø piece ,0 0,0 0,0 0,0 0,0 0,06 0,08 0,08 0,32 0,07 Air Vave For dri hoe ceaning with Connection Set RS with vaue and connector RebarØ Suitabe for dri hoeø P. per piece , Pease seect Brush extension RBL and SDSPus adapter according to depth of dri hoe. For dri hoe depth > 0, the proper number of Brush extensions must be connected.... a soid connection 4 6 PR MKT

105 Chemica Anchors Tension Anchor ZA Appications Connection of stee structures to reinforced concrete Maximum oads with minimum edge distance possibe Brackets, canopies, signs, stairs Thread: M2, M6, M Range of Concrete Quaity: C2/ C/ Materia: Stainess stee A4/36 On request: Stainess stee HCR Tension Anchor ZA Stainess stee A4; High corrosion resistant stee.429 (HCR) Approved for cracked and noncracked concrete Z FF DrihoeØ max. setting depth Fixturethickness Anchorength per piece ZA M2/97 A ,9 ZA M20/ A ,0 ZA M6/ A4 86 0,9 ZA M/3 A , ZA M/48 A ,7 ZA M0/6 A ,0 Chemica Anchors The Tension Anchor ZA consists of a connection thread made of stainess stee A4 or HCR which is weded to a reinforcement bar BSt 0 S. The Tension Anchor ZA is used with the MKT Injection Adhesive VME and is part of the approvas ETA 07/0299 / Z it can be used in cracked and noncracked concrete and can be designed in accordance with EN 992:04 (EC 2). Ceaning brushes are required for diamond dried hoes ony. If the compete fixture thickness of the Tension Anchor is not required, the reinforcement bar can be cut down to the required ength. Stainess stee HCR and other engths on demand. Cartridge Injection Adhesive VME see page 3 Dispenser see page 0 System Accessories see page 4 Extract from Permissibe Service Conditions of ETA07/0299 and Z for Postinstaed Rebar Connections and Tension Anchor ZA with Injection System VME Z Concrete Strength C2/ C6/ C/ C/ C/37 C3/4 C/ C4/ C/ Design vaue of bond strength fbd [N/²] Haer and pneumatic driing),6 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3 Diamond core driing2),6 2,0 2,3 2,7 3,0 3,0 3,4 3,7 3,7 Minimum anchorage engths b,min and 0,min according to EN 992 Minimum anchorage engths b,min and 0,min given in the EN 992 for anchorages and overap spices sha be mutipied by the factor. for diamond core driing ) 2) Instaation parameters Tension Anchor ZA RebarØ do Dri hoe diameter ZA M2 ZA M6 [] 2 6 ZA M [] Diameter of cearance hoe df [] 4 Effective setting depth v [] according to static cacuation [Nm] 0 Width across nut < Tinst SW [] 9 24 max. ap ength o [] max. tension oad appr. [kn] 3, 62,4 97,6 Instaation torque Curing Time Injection Adhesive VME Temperature ( C) of the base materia Rebar connection with VME RebarØ [] Dri hoeø Amount of mortar / 0 setting depth ) d0 [] [m] 7, 9,0,6 2, 3,6 2,2, 37,6 32,8 4,6 Cartridge temperature when instaing min. + C maximum working time minimum curing time dry base materia wet base materia + C to +9 C :00 h 72 h 44 h + C to +9 C 4 min 36 h 72 h + C to +29 C min h h + C to +39 C min 6h 2 h C 2 min 4h 8h Ceaning brush and retaining washer for dri hoe diameter on demand. 3) Instaation + C 90 h 6 PR MKT... a soid connection

106 Injection System for brickwork and noncracked concrete Injection Adhesive VMK Cartridge VMK 0 suitabe for siicone guns Content: 0m styrenefree Cartridge VMK 34 Sidebyside cartridge Content: 34m styrenefree Cartridge VMK 4 Coaxia cartridge Content: 4m styrenefree Range of oading: 0,3 kn 39,4 kn Concrete quaity: C/ C/ Masonry: Soid brick, Hoow bock Appications A wide variety of fastenings in concrete or brickwork that do not require federa buiding office approva. The Injection adhesive VMK is a poyesterresin based injection mortar designed for bonding threaded rods and reinforcing stee in concrete, masonry or natura stone. By using a specia perfo seeve VMSH (meta or pastic) a secure fastening is aso possibe in perforated masonry. The anchoring components from the Chemica Anchor V (see page 9), Injection System VMU (see pages 9293) or Injection Adhesive VM (see page 82 and ) product ranges can be used. Both components are contained in the cartridge and mixed when dispensed through the static mixer. The Injection adhesive is injected directy into the dried hoe or perfo seeve with a dispenser gun. The anchoring eement is inserted into the fied hoe (perfo seeve) by hand. After the adhesive has cured, the anchoring eement can have the oad appied. Advantages Styrene free: suitabe for interior and exterior use suitabe for most buiding materias Can be used as a repair mortar seaed drihoe Opened cartridges can be reused with a new static mixer Suitabe for many anchoring eements e.g. threaded rods, internay threaded seeves, concrete stee, hooks, screws etc. Threaded Stud VMUA see page 9293 stee, zinc pated Injection Cartridge VMK For universa use in most base materias Three different size cartridges Content m Content of master box pcs per master box per piece Cartridge VMK 0) , 0,3 Cartridge VMK , 0,8 Cartridge VMK , 0,83 Static mixer VMX (for a cartridges) ,2 0,0 Mixer extension VMXE /0 (0) ,0 One static mixer as we as one screwon cap comes with each cartridge. Usabe ength of static mixer see page 8. ) VMK 0 is aso suitabe for use with siicone guns. Dispenser VMP 38 Profi Accessories for Dri Hoe Ceaning see page 7. see page 6. Threaded Stud VMA stee, zinc pated.8, stee, zinc pated 8.8 see page 82 Stainess stee A4 Stainess stee A4 Threaded studs, of meter ength, to be cut to the required ength... a soid connection 6 6 PR MKT

107 Chemica Anchors Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection Adhesive VMK with Threaded Studs VA/VMUA in concrete M8 M M 2 M 6 M noncracked concrete Rec. oads, tension (Stee.8) C/ rec. N [kn] 4,8 7, 9,9, 8,7 Rec. oads, shear (Stee.8) > C/ rec. V [kn], 8,6 2,0 22,3 34,9 Rec. bending moments (Stee.8) rec. M [Nm],9 2, 37, 94,9 8, Rec. oads, tension (A4) C/ rec. N [kn] 4,8 7, 9,9, 8,7 Rec. oads, shear (A4) > C/ rec. V [kn] 6,0 9,2 3,7,2 39,4 Rec. bending moments (A4) rec. M [Nm],9 23,8 42, 6,2 7,9 Spacing and edge distance Effective anchorage depth hef [] 90 Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 90 Minimum thickness of concrete sab hmin [] 6 28 Minimum spacing smin [] 0 Minimum edge distance cmin [] 0 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] 90 Instaation torque Tinst [Nm] Width across nut SW [] Amount of mortar per dri hoe [m],2 7,3,8 7, 4,4 Dri hoes per cartridge VMK 0 [Quan.] 3 24 Dri hoes per cartridge VMK 34 [Quan.] Dri hoes per cartridge VMK 4 [Quan.] ) max. ong term temperature + C / max. short term temperature + C h m hmin hef = h0 Chemica Anchors d0 Tinst StockBox L In stackabe mutipurpose container StockBox, the container for various items Curing Time Injection Adhesive VMK Cartridge temperature when instaing min. + C. Temperature ( C) working time curing time of base materia + C min 2:00 h + C min : h + C 6 min 4 min + C 4 min min +3 C 2 min min Contents Quantity per Box StockBox VMK Cartridge VMK 34, Static mixer VMX StockBox VMK Cartridge VMK 0 2, Static mixer VMX Dimensions StockBox Height Width Depth StockBox Instaation in Concrete + C Tinst 90 Nm 4 min. 6 PR MKT 7... a soid connection

108 Injection System for brickwork and noncracked concrete Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection System VMK with threaded stud VMA / VMUA Stee, zinc pated / Stainess stee A4 in masonry M8 M M2 Recoended bending moments (Stee, zinc pated.8) rec. M [Nm],0 2,0 37,0 Recoended bending moments (Stainess stee A4) rec. M [Nm] 2,0 24,0 42,0 Spacing and edge distance Effective anchorage depth with/without perfo seeve hef [] 8/ 8/90 8/ Spacing (Anchor group) 2) 3) a > [] Minimum spacing 3) min a [] Spacing (singe anchor) az [] Edge distance ar > [] Edge distance for specia appications 4) ar [] Minimum thickness of base materia (masonry) hmin [] Instaation parameters Perfo seeve (if used) VMSH 6x8 6x8 6x8 Diameter of dri hoe with perfo seeve do [] Dia. of dri hoe without perfo seeve (soid base materia) do [] 2 4 Cearance hoe in the fixture df [] Depth of dri hoe with perfo seeve h0 [] Depth of dri hoe without perfo seeve h0 [] 8 9 Instaation torque Tinst [Nm] Ceaning brush db [] RBH 8 RBH 8 RBH 8 Amount of mortar per dri hoe with perfo seeve [m] 8,0 8,0 8,0 Amount of mortar per dri hoe without perfo seeve [m],2 7,3,8 Dri hoes per cartridge with perfo seeve VMK 34 [Quan.] Dri hoes per cartridge without perfo seeve VMK 34 [Quan.] ) max. ong term temperature + C / max. short term temperature + C 2) The spacing a may fa beow the minimum vaue for anchor pairs and groups of four, 3) Hb, Hbn=0 4) Appies to burdened masonry. when the oads are reduced. The maximum oad per brick must not be exceeded. Recoended oads in masonry for a oad directions Soid brick ) Soid sandime ) Vertica perforated brick Sandime perforated brick Hoow bock ightw. concrete Hoow bock concrete Mz 2 KS 2 HLz 4 HLz 6 HLz 2 KSL 4 KSL 6 KSL 2 Hb 2 Hb 4 Hbn 4 [kn],7,7 0,3 0,4 0,8 0,3 0,4 0,8 0,3 0,6 0,6 ) The anchorage in masonry of soid sandime and soid brick may be made without perfo seeve. Maximum oad for singe brick < 4 DF ) 4 to DF ) > DF ) Unburdened masonry max. F [kn],0,4 2,0 Burdened masonry max. F [kn],4,7 2, ) Dimension of brick according to DINStandard. d0 h m hmin Tinst az red a2 ar Group of two: red F = rec. F ka ka = + red a ½ < a Group of four: red F = rec. F ka ka 2 ka,2 = + red a,2 ½ < a hef = h0 L ar red a rec. F red F a red a = recoended oad of each anchor = reduced oad of each anchor = spacing = reduced spacing Instaation + C Tinst Nm 4 min.... a soid connection 8 6 PR MKT

109 Chemica Anchors Injection Adhesive VMPY Cartridge VMPY 4 Coaxia cartridge Content: 4m Range of oading: 0,3 kn 39,4 kn Concrete quaity: C/ C/ Masonry: Soid brick, Hoow bock The Injection Adhesive is a poyesterresin based injection mortar for bonding threaded rods and reinforcing stee in concrete, masonry or natura stone. The Anchor components and perfo seeves for masonry can be found in the Injection System VMU range (see page 9293) The anchoring components from the Chemica Anchor V (see page 9), Injection System VMU (see pages 9293) or Injection Adhesive VM (see page 82 and ) product ranges can be used. Both components are contained in the cartridge and mixed when dispensed through the static mixer. The Injection adhesive is injected directy into the dried hoe or perfo seeve with a dispenser gun. The anchoring eement is inserted into the fied hoe (perfo seeve) by hand. After the adhesive has cured, the anchoring eement can have the oad appied. Advantages suitabe for most construction base materias as concrete, masonry, natura stone Can be used as a repair mortar seaed drihoe Opened cartridges can be reused with a new static mixer Suitabe for many anchoring eements e.g. threaded rods, femaethread seeves, concrete stee, hooks, screws etc. Injection Cartridge VMPY Content For universa use in most base materias Recoended for soid and perforated brickwork, concrete Cartridge VMPY ,9 0,83 Static mixer VMX ,2 0,0 Mixer extension VMXE /0 (0) 28 2 One static mixer comes with each cartridge. Usabe ength of static mixer see page 8. Dispenser VMP 38 Profi See page 7. m Content of master box pcs per master box per piece Accessories for Dri Hoe Ceaning See page 6. Chemica Anchors Threaded Stud VMUA See page 9293 Stee, zinc pated Threaded Stud VMA See page 82 Stee, zinc pated.8, stee, zinc pated 8.8 Stainess stee A4 Stainess stee A4 Threaded studs, of meter ength, to be cut to the required ength 6 PR MKT 9... a soid connection

110 Injection System for brickwork and noncracked concrete Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG incuded (γ M and γ F ). Loads and performance data Injection Adhesive VMPY with Threaded Studs VA/VMA/VMUA in concrete M8 M M 2 M 6 M noncracked concrete Rec. oads, tension (Stee.8) > C/ rec. N [kn] 4,4 6,7 9,,7 8,3 Rec. oads, shear (Stee.8) > C/ rec. V [kn], 8,6 2,0 22,3 34,9 Rec. bending moments (Stee.8) rec. M [Nm],9 2, 37, 94,9 8, Rec. oads, tension (A4) > C/ rec. N [kn] 4,4 6,7 9,,7 8,3 Rec. oads, shear (A4) > C/ rec. V [kn] 6,0 9,2 3,7,2 39,4 Rec. bending moments (A4) rec. M [Nm],9 23,8 42, 6,2 7,9 Spacing and edge distance Effective anchorage depth hef [] 90 Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] 90 Minimum thickness of concrete sab hmin [] 6 28 Minimum spacing smin [] 0 Minimum edge distance cmin [] 0 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] 90 Instaation torque Tinst [Nm] Width across nut SW [] Amount of mortar per dri hoe [m],2 7,3,8 7, 4,4 Dri hoes per cartridge VMPY 4 [Quan.] ) max. ong term temperature + C / max. short term temperature + C h m hmin hef = h0 Curing Time Injection Adhesive VMPY Cartridge temperature when instaing min. + C. Temperature ( C) of base materia working time curing time d0 Tinst + C min 2:00 h + C min : h + C 6 min 4 min + C 4 min min +3 C 2 min min L Instaation in Concrete + C Tinst 90 Nm 4 min.... a soid connection 6 PR MKT

111 Chemica Anchors Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C 6). Tota safety factor as per ETAG incuded (γ M and γ F ). Loads and performance Injection adhesive VMPY with threaded stud VMUA/AH/IG/IGH VMUA VMUAH VMUIG/VMUIGH data stee, zinc pated / stainess stee A4 / HCR in masonry M 8 M M 2 M 2 M 6 M8 Recoended bending moments (Stee, zinc pated.8) appr. M [Nm],0 2,0 37,0 37,0 4,4,0 Recoended bending moments (Stainess stee A4) appr M [Nm] 2,0 24,0 42,0 42,0 4,9 2,0 Recoended bending moments (Stainess stee HCR.429) appr M [Nm] 9,4 9,0 33,0 33,0 4,9 9,4 Spacing and edge distance Effective anchorage depth hef [] Spacing (Anchor group) a > [] 0 (0) ) Minimum spacing min a [] 2) Spacing (singe anchor) az [] 2 Edge distance ar > [] 0 (2) 3) Edge distance for specia appications ar [] () 3) Minimum thickness of base materia (masonry) hmin [] Instaation parameters Thread ength of screw/threaded stud min s [] 8 8 max s [] Diameter of dri hoe with perfo seeve do [] Dia. of dri hoe without perfo seeve (soid base materia) do [] Cearance hoe in the fixture df [] Depth of dri hoe with perfo seeve h0 [] Depth of dri hoe without perfo seeve (soid base materia) h0 [] Instaation tourque Tinst [Nm] 8 4) 8 4) 8 4) 8 4) 8 4) 8 4) Diameter ceaning brush RBH 8 db [] Amount of mortar per dri hoe with perfo seeve [m],0 2,0 2,0 2,0 2,0 Amount of mortar per dri hoe without perfo seeve [m],2 7,3 9,8 7,3 9,8 Dri hoes per cartridge with perfo seeve VMPY 4 [Quan.] Dri hoes per cartridge without perfo seeve VMPY 4 [Quan.] ) Vaue in brackets for Hb (Hoow bock concrete, according to DIN 8) and 3) Vaue in brackets vaid for soid brick. Hbn (Hoow bock concrete, DIN 83). 4) 2 Nm if anchor pate is not seated soidy on surface of base materia. 2) min a not vaid for Hb and Hbn brickwork. ) max. ong term temperature + C / max. short term temperature + C. Recoended oads in masonry for a oad directions Soid brick Soid sandime Vertica perforated brick Sandime perforated brick Hoow bock ightw. concrete Hoow bock concrete Mz 2 KS 2 HLz 4 HLz 6 HLz 2 KSL 4 KSL 6 KSL 2 Hb 2 Hb 4 Hbn 4 Driing with rotation ony; [kn],7,7 0,6 0,8,0 0,6 ) 0,8 ),4 ) 0, 0,8 0,8 Driing with haer action [kn],7,7 0,3 0,4 0,8 0,4 0,6 0,8 0,3 0,6 0,6 ) Outer web > Chemica Anchors Maximum oad for singe brick < 3 DF ) 4 to DF ) > DF ) Unburdened masonry max. F [kn],0,4 2,0 Burdened masonry max. F [kn],4,7 2, ) Dimension of brick according to DINStandard. ho Tinst hef h m hmin Instaation in Masonry + C Tinst Nm 4 min. 6 PR MKT... a soid connection

112 Injection System for brickwork and noncracked concrete Injection Adhesive VMPoar Cartridge VMPoar 34 Sidebyside cartridge Content: 34m styrenefree Range of oading: 0,3 kn 28 kn Concrete quaity: C/ C/ Brickwork : Soid and perforated brick The Injection adhesive VMPoar is a vinyesterresin based injection mortar designed for bonding threaded rods and reinforcing stee in concrete, masonry or natura stone. It is especiay suitabe for use in very ow temperatures. The Cartridge and base materia temperature can be as ow as C. By using a specia perfo seeve VMSH (meta or pastic) a safe fastening is aso possibe in perforated masonry. The anchoring components from the Chemica Anchor V (see page 9), Injection System VMU (see pages 9293) or Injection Adhesive VM (see pages 82 and ) product ranges can be used. Both components are contained in the cartridge and mixed when dispensed through the static mixer. The Injection adhesive is injected directy into the dried hoe or perfo seeve with a dispenser gun. The anchoring eement is inserted into the fied hoe (perfo seeve) by hand. After the adhesive has cured, the anchoring eement can have the oad appied. Advantages Can be used for instaing in temperatures as ow as C At time of use the cartridge temperature can be as ow as C Styrene free: suitabe for interior and exterior use suitabe for most buiding materias Can be used as a repair mortar seaed drihoe Opened cartridges can be reused with a new staticmixer Suitabe for many anchoring eements e.g. threaded rods, femaethread seeves, concrete stee, hooks, screws etc. Appications Instaations in ow temperatures that need no federa buiding office approva. Injection Adhesive VMPoar For universa use in most base materias Cartridge temperature when instaing min. C Content Content of master box m pcs per master box per piece Cartridge VMPoar , 0,8 Static mixer VMX ,2 0,0 Mixer extension VMXE /0 (0) 28 2 One static mixer comes with each cartridge. Usabe ength of static mixer see page 8. Threaded Stud VMUA See page 9293 Stee, zinc pated Stainess stee A4 Threaded Stud VMA See page 82 Stee, zinc pated.8, stee, zinc pated 8.8 Stainess stee A4 Threaded studs, of meter ength, to be cut to the required ength... a soid connection Dispenser VMP Accessories for Dri Hoe Ceaning See page 7 See page PR MKT

113 Chemica Anchors Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection Adhesive VMPoar with threaded stud VA/VMUA in concrete M8 M M 2 M 6 M M24 M27 M noncracked concrete Rec. oads, tension (Stee.8) C/ rec. N [kn] 6,3 9,9 3,8 9,8 38,2 43,7 2,4 6, Rec. oads, shear (Stee.8) > C/ rec. V [kn], 8,6 2,0 22,3 34,9,3 6,7,0 Rec. bending moments (Stee.8) rec. M [Nm],9 2, 37, 94,3 8,7 3,6 476,0 642,3 Rec. oads, tension (8.8) C/ rec. N [kn] 6,3 9,9 3,8 9,8 38,2 43,7 2,4 6, Rec. oads, shear (8.8) > C/ rec. V [kn] 8,6 3, 9,4 36,0 6,0,6 4,8 28,0 Rec. bending moments (8.8) rec. M [Nm] 7, 34,3,0 2,0 296,6 3, 76,7 28,0 Rec. oads, tension (A4) C/ rec. N [kn] 6,3 9,9 3,8 9,8 38,2 43,7 2,4 6, Rec. oads, shear (A4) > C/ rec. V [kn] 6,0 9,2 3,7,2 39,4 6,8 34, 42,0 Rec. bending moments (A4) rec. M [Nm],9 23,8 42, 6,7 7,9 39,0 249,7 337,0 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr,n [] Characteristic edge distance ccr,n [] Minimum thickness of concrete sab hmin [] Minimum spacing smin [] 0 3 Minimum edge distance cmin [] 0 3 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] Instaation torque Tinst [Nm] 0 2 Width across nut SW [] Amount of mortar per dri hoe [m],2 7,3,8 7, 4,4 67,8,0 36,4 Dri hoes per cartridge VMPoar 34 [Quan.] ) max. ong term temperature + C / max. short term temperature + C h m hmin hef = h0 Chemica Anchors Tinst d0 L StockBox Curing Time Injection Adhesive VMPoar Cartridge temperature when instaing min. C In stackabe mutipurpose container StockBox, the container for various items Temperature ( C) working time curing time of base materia dry base materia wet base materia C 90 min 24 h 48 h C 7 min 6 h 32 h C min h h C min h h 0 C min min 0 min + C min min min + C 6 min min min + C 3 min 4 min 90 min + C, min 3 min min Contents Quantity Dimensions StockBox Height Width Depth StockBox per Box StockBox VMPoar Cartridge VMPoar 34, Static mixer VMX Instaation + C Tinst 90 Nm 4 min. 6 PR MKT 3... a soid connection

114 Injection System for brickwork and noncracked concrete Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Injection Adhesive VMPoar with threaded stud VMA / VMUA, Stee, zinc pated / Stainess stee A4 in masonry M8 M M2 Recoended bending moments (Stee, zinc pated.8) rec. M [Nm],0 2,0 37,0 Recoended bending moments (Stainess stee A4) rec. M [Nm] 2,0 24,0 42,0 Spacing and edge distance Effective anchorage depth with/without perfo seeve hef [] 8/ 8/90 8/ Spacing (Anchor group)2)3) a > [] Minimum spacing3) min a [] Spacing (singe anchor) az [] Edge distance ar > [] Edge distance for specia appications4) ar [] Minimum thickness of base materia (masonry) hmin [] Instaation parameters Perfo seeve (if used) VMSH 6x8 6x8 6x8 Diameter of dri hoe with perfo seeve do [] Dia. of dri hoe without perfo seeve (soid base materia) do [] 2 4 Cearance hoe in the fixture df [] Depth of dri hoe with perfo seeve h0 [] Depth of dri hoe without perfo seeve h0 [] 8 9 Instaation torque Tinst [Nm] Ceaning brush db [] RBH 8 RBH 8 RBH 8 Amount of mortar per dri hoe with perfo seeve [m] 8,0 8,0 8,0 Amount of mortar per dri hoe without perfo seeve [m],2 7,3,8 Dri hoes per cartridge with perfo seeve VMPoar [Quan.] Dri hoes per cartridge without perfo seeve VMPoar [Quan.] ) max. ong term temperature + C / max. short term temperature + C 2) The spacing a may fa beow the minimum vaue for anchor pairs and groups of four, when the oads are reduced. The maximum oad per brick must not be exceeded. 3) Hb, Hbn=0 4) Appies to burdened masonry. Recoended oads in masonry for a oad directions Soid brick ) Soid sandime ) Vertica perforated brick Sandime perforated brick Hoow bock ightw. concrete Hoow bock concrete Mz 2 KS 2 HLz 4 HLz 6 HLz 2 KSL 4 KSL 6 KSL 2 Hb 2 Hb 4 Hbn 4 [kn],7,7 0,3 0,4 0,8 0,3 0,4 0,8 0,3 0,6 0,6 ) The anchorage in masonry of soid sandime and soid brick may be made without perfo seeve. Maximum oad for singe brick < 4 DF ) 4 to DF ) > DF ) Unburdened masonry max. F [kn],0,4 2,0 Burdened masonry max. F [kn],4,7 2, ) Dimension of brick according to DINStandard. d0 h m hmin Tinst az red a2 ar Group of two: red F = rec. F ka ka = + red a ½ < a Group of four: red F = rec. F ka ka,2 = + red a,2 ½ < a hef = h0 L ar red a rec. F red F a red a = recoended oad of each anchor = reduced oad of each anchor = spacing = reduced spacing Instaation + C Tinst Nm 4 min.... a soid connection 4 6 PR MKT

115 Chemica Anchors Accessories for Injection Systems Accessories for Instaation in hoow base materias Accessories for Instaation in concrete Threaded Stud VMA Threaded Stud VA Stee, zinc pated, grade.8 Stee, zinc pated, grade.8 Instaation in brickwork VMA 6 x VMA 8 x 0 VMA x VMA x 3 VMA 2 x Suitabe for perfo seeve Instaation in noncracked concrete Fixture thickness Package per package 4 / 0,8 0, 0,7 0,82,07 VMSH 2 VMSH 2 / 6 VMSH 6 VMSH 6 VMSH / 22 VA 8/ VA / VA 23/ VA 64/90 VA /2 VA 24/0 Dri hoe depth Thread Ø x ength Package per package ,43 0,8,37 2,96 6,39,4 Other engths see page 9 Int. Threaded Seeve VIG Stee, zinc pated Stee, zinc pated grade.8 Instaation in hoow base materias VMIG M 6 VMIG M 8 VMIG M VMIG M 2 Suitabe for perfo seeve 2 VMSH 2 / 6 2 VMSH 6 / VMSH / VMSH 22 Perfo Seeve VMSH Fixture easy to remove; seaed dri hoe Interna thread Outerø Length Package per package Dri hoe Ø x depth Thread Ø x ength Package per package M6 M8 M M , 0,38 0,4 0,2 VIG M 8 VIG M VIG M 2 VIG M x90 6x90 8x0 x M8x Mx M2x3 M6x 0, 0,6,00,6 Int. Threaded Seeve VIG A4 Pastic Instaation in hoow base materias Dri hoe Ø x depth VMSH 2 x VMSH 2 x VMSH 6 x 8 VMSH 6 x VMSH x Suitabe for 3 x M 6 M 8 3 x 90 M8 6 x 90 M 8 M 6 x 3 M 8 M 22 x 90 M2 Perfo Seeve VMSH Package Fixture easy to remove; seaed dri hoe Threaded Seeve per package VMIG M6 VMIG M6 VMIG M8 VMIG M 0,0 0,02 0,03 0,04 0,04 Threaded Stud VIG M 8 A4 VIG M A4 VIG M 2 A4 VIG M 6 A4 Centering Seeve VMZR Meta, to be cut to required ength VMSH 2 x 00 VMSH 6 x 00 VMSH 22 x 00 6 PR MKT Dri hoe Ø Suitabe for Threaded Studs Threaded Seeve M6M8 VMIG M6 M VMIG M6M8 M2M6 VMIG M8M2 Dri hoe Ø x depth Thread Ø x ength Package per package 4x90 6x90 8x0 x M8x Mx M2x3 M6x 0, 0,6,00,6 Pastic Avoid siding of Threaded Stud in dri hoe. Instaation in hoow base materias Stainess stee A4/36 Package per package 2,88 3,38 2, VMZR M 8 VMZR M VMZR M 2 For Threaded Studs Package M8 M M 2... a soid connection Chemica Anchors Int. Threaded Seeve VMIG

116 Accessories Injection Adhesive Zubehör fürfor Injektionsmörte VM VM Ceaning Brush RB M6 With connection thread M6 extension for arge depths of dri hoe and/or for throughsetting instaation For driing machines with keyed chuck or with SDS pus adaptor for SDS pus dris RB M6, with connection thread M6 RBL M6, with interna and externa thread M6 RBL M6 SDS, with interna thread M6 Suitabe for dri hoe Ø Tota ength of brush Base materia Suitabe for Threaded stud with VMK, VMPY, VMPoar P. cont. pcs per piece RB M6 33 concrete M8 0,0 RB 2 M concrete M 0,0 RB 4 M concrete M2 0,0 RB 8 M concrete M6 0,0 RB 24 M concrete M 0,06 RB 28 M concrete M24 0,06 RB 32 M concrete M27 0,06 RB 3 M concrete M 0,08 RBL M Brush extention with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter with interna thread M6 0,06 Dri hoe ceaning in soid and hoow base materia RBH 8 Nyon, with hande Base materia P. cont. pcs per piece RBH 2/ brickwork 0,04 RBH 8/ brickwork 0,04 RBH 8/ brickwork 0,0 RBH 28/ brickwork 0,0 Bowout pump VMAP Dri hoe ceaning for VMUA / VMUAH M8M6 and VMUIG / VMUIGH M6M8 Length max. depth of dri hoe P. cont. pcs per piece Bowout pump VMAP ,22 Bowout pump VMAP ,27 Air gun VMABP Dri hoe ceaning with compressed air for VMUA MM Desc Nozze Ø Air gun VMABP Suitabe for dri hoe Ø Suitabe for maximum depth of dri hoe For dri hoe Ø Suitabe for dri hoe Ø P. cont. pcs per piece VMABP >,00 VMABP >, Dri hoe ceaning with compressed air for hoes up to one meter For best dri hoe ceaning the nozze of the airgun must reach to the bottom of the dri hoe VMABP a soid connection 86 6 Max. Dri hoe depth For dri hoe Ø P. cont. pcs per piece ,32 Nozze Ø 6 PR MKT

117 Chemica Anchors Retaining Washer VMIA Extension Tubes Extension tubes for deeper dri hoes For bubbefree fiing of the dri hoe Suitabe for extension pipes VMXE and VMXLE Two diameters avaiabe VMXE VMXLE VMIA 4 Suitabe for dri hoe Ø Coor 4 back 894 Suitabe for Threaded stud Rebar M2 Ø P. cont. per p. 0,02 VMXE /0 Length Ø To use in conjunction with P. cont per p. VMXL, VMX, VMXP 2 0,2 VMIA back Ø2 0,02 VMXE / VMXL, VMX, VMXP 0, VMIA back M6 Ø4 0,02 VMXLE6/ VMXL 0, VMIA 89 back Ø6 0,06 VMXLE6/ VMXL, VMIA back M Ø 0,06 VMIA 89 back Ø 0,06 VMIA back M24 Ø22 0,08 VMIA back M27 Ø24, 0,08 VMIA back M Ø28 0,08 VMIA 8938 back Ø32 0,08 Dispenser VMP Profi Professiona dispenser with an idea center of gravity for more comfortabe working Automatic pressure reease for minimum mortar overrun Dispenser VMP Standard Suitabe for cartridge VMP 34 Profi 283 m, 2m, 0m, 34m VMP 3 Profi 283 P. cont. per piece,00 3m, 4m, 4m, Suitabe for cartridge P. cont. per piece,00, P. cont. pcs per piece aso suitabe for siicone cartridges For occasiona use, meta version Piston rod with adjusting screw Dispenser VMP Pneumatic VMP 34 Standard 283 m, 2m, 0m, 34m VMP 3 Standard 2830 aso suitabe for siicone cartridges 3m, 4m, 4m Professiona air too with an optimum center of gravity and quick cartridge exchange Automatic pressure reease system reduces mortar overrun to a minimum Singehand pressure reguation to adjust the piston speed 6 PR MKT Suitabe for cartridge VMP 34 Pneumatik m max. working pressure 8 bar, /min 2,4 VMP 3 Pneumatik m, 4m, 4m max. working pressure 8 bar, /min 2, a soid connection Chemische Dübesysteme

118 Chemica Anchor for noncracked concrete Chemica Anchor V Threaded Stud VA Chemica Capsue VP Range of oading: 3,0 kn,6 kn Range of concrete quaity: C2/ C/ Materia: Stee, zinc pated, Stee, hot dip gavanized, Stainess stee A4, HCR The Chemica Anchor V with ETA approva consists of a gass capsue fied with resin, hardener and fiermateria, as we as the Threaded Stud VA. The components in the capsue are mixed to a fast curing resinmortar when the threaded stud is inserted into the drihoe. This stress free anchoring system has been tried and tested for decades and aows for mounting of heavy oads even with smaer spacings and edge distances in noncracked concrete. A Sizes of Threaded Stud VA are aso avaiabe in grade 8.8 stee on demand. Advantages: Anchorrods with externa hexagon for fast and easy instaation every package incudes an adapter for the driing machine exceent suitabiity for high voume fixing seaed drihoe extensive product range for a uses usabe in damp and dry concrete aso with arge washer for crashbarrier mounting economic specia engths without externa hexagon avaiabe FF M8 M2 M6 M24 Appications Anchoring of heavy oads in noncracked concrete: trusses, foot and headpates, consoes, crashbarriers, noiseprotection was. Chemica Capsue VP Two component gass capsue Approved for noncracked concrete Capsue Ø Capsueength Content of master box per master box Package per package VP ,02 0,3 VP 2 0 8, 0,6 VP , 0, VP 4 ) 9 0,82 0,27 VP ,36 0,36 VP , VP ,87 VP ) ,64 ) Not part of approva.... a soid connection 8 6 PR MKT

119 Chemica Anchors Threaded Stud VA May be used in structures subject to dry interna conditions Threaded Stud VA A4 May be used in structures subject to dry inerna conditions or externa atmospheric exposure Stee, zinc pated.8 Stainess Stee A4 Approved for noncracked concrete Approved for noncracked concrete Dri hoe Ø x depth Fixture thickness t fix Usabe ength (VMUpus/VME) Package per package VA 8/ 2 x 99 0,43 VA 8/ 2 x 39 0,3 VA / 22 2 x 90 0,73 VA / 23 2 x ,8 VA 6/ x ,98 VA 90/ x , VA / x ,42 VA 0/ x ,7 VA 2/ x 7,9 VA 23/ 26 4 x 3 42,37 VA 28/ x 8 92,73 VA 29/ x 9 2,82 VA 2/ x 232 2,02 VA 27/ x ,83 VA 43/ ) 28 6 x 3,9 VA 6/ x 2,77 VA 64/ x 4 6 2,96 VA 68/ x 8 3,6 VA 6/ x 2 3,9 VA 6/ x 273 4,8 VA /2 263 x 88,6 VA /2 267 x 228 6,39 VA 0/0 262 x ,23 VA 24/ x ,89 VA 24/ x 2 9,4 VA /3 ) 2) x 2 34,00 Other engths and grade 8.8 on demand. ) Not part of approva. 2) Setting too VA /3 ref. no. 27 to be ordered separatey. Dri hoe Ø x depth Fixture thickness t fix Usabe ength (VMUpus/VME) Package per package VA 8/ A4 2 x 99 0,43 VA 8/ A4 2 x 39 0,3 VA / A x 90 0,73 VA / A x ,8 VA 6/6 A x ,98 VA 90/90 A x , VA /2 A x ,42 VA 0/0 A x ,7 VA 2/3 A x 7,9 VA 23/ A x 3 42,37 VA / A x 62, VA 28/2 A x 8 92,73 VA 29/2 A x 9 2,82 VA 2/2 A x 232 2,02 VA 27/0 A x ,83 VA 43/ A4 ) 28 6 x 3,9 VA 6/ A4 2 8 x 2,38 VA 6/6 A x 2,77 VA 64/90 A4 2 8 x 4 6 2,96 VA 66/2 A x 6 8 3, VA 68/2 A x 8 3,6 VA 6/2 A x 2 3,9 VA 6/0 A x 273 4,8 VA /2 A4 263 x 88,6 VA /2 A4 267 x 228 6,39 VA 0/0 A4 262 x ,23 VA 24/2 A x ,89 VA 24/0 A x 2 9,4 VA /3 A4 ) 2) x 2 34,00 Other engths on demand. ) Not part of approva. 2) Setting too VA /3 ref. no. 27 to be ordered separatey. Chemica Anchors Threaded Stud VA fvz Improved corrosion protection Threaded Stud VA HCR For use in particuary corrosive environments Stee, hot dip gavanized.8 (> µm, EN ISO 46) High corrosion resistant stee.429 (HCR) Approved for noncracked concrete Approved for noncracked concrete Dri hoe Ø x depth Other engths and grade 8.8 on demand. Fixture thickness t fix Usabe ength (VMUpus/VME) Package per package VA 8/ fvz 2 x 99 0,43 VA / fvz 23 2 x ,8 VA 90/90 fvz 22 2 x , VA 23/ fvz 26 4 x 3 42,37 VA 29/2 fvz x 9 2,82 VA 6/6 fvz 27 8 x 2,77 VA 64/90 fvz 2 8 x 4 6 2,96 VA 66/2 fvz 22 8 x 6 8 3, VA /2 fvz 263 x 88,6 VA /2 fvz 267 x 228 6,39 VA 24/2 fvz x ,89 VA 24/0 fvz x 2 9,4 Dri hoe Ø x depth Fixture thickness t fix Usabe ength (VMUpus/VME) Package per package VA 8/ HCR 26 x 99 0,43 VA / HCR x ,8 VA 23/ HCR x 3 42,37 VA 64/90 HCR 26 8 x 4 6 2,96 Other engths on demand. 6 PR MKT 9... a soid connection

120 Chemica Anchor for noncracked concrete Chemica Anchor VL Stee, hot dip gavanized; Stainess stee Set, speciay designed for crash barriers Dri hoe Ø x depth Stud Ø x ength Fixture thickness t fix Package per set VL 6/6 hot dip gavanized washer DIN (Ø= ) VL 6/6 hot dip gavanized washer DIN902 (Ø= ) VL 6/6 stainess stee A4/36 washer DIN (Ø= ) 237 8x M6x6 3, x M6x6 3, x M6x6 3,3 Ceaning Brush RB M6 With connection thread M6 extension for arge depths of dri hoe and/or for throughsetting instaation For driing machines with keyed chuck or with SDS pus adaptor for SDS pus dris Suitabe for dri hoe Ø Suitabe for Package per piece RB M6 33 V M8 0,0 RB 2 M V M 0,0 RB 4 M V M2/VIG M8 0,0 RB 6 M V M4/VIG M 0,0 RB 8 M V M6/VIG M2 0,0 RB 26 M6 3326, 26 V M/VIG M6 0,06 RB 28 M V M24 0,06 RB 3 M V M 0,08 RBL M Brush extension with connection thread M6 0,09 RBL M6 SDS 333 SDS Pus adapter for ceaning brush (M6) 0,06 Bowout pump VMAP Dri hoe ceaning Suitabe for dri hoe Ø Length max. depth dri hoe Package per piece VMAP ,22 VMAP ,27 Setting Too VM Ony needed for specia ength and studs without externa Hexagon Suitabe for threaded stud Package pes. per piece VM 8 27 M8 0,02 VM 27 M 0,03 VM 2 27 M2 0,0 VM 4 27 M4 0,0 VM 6 27 M6 0,06 VM 27 M 0, VM M24 0,33 VM 27 M 0,63... a soid connection 6 PR MKT

121 Chemica Anchors Extract from Permissibe Service Conditions of ETA0/023 Approved oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C 2). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Chemica Anchor V, stee, zinc pated / hot dip gavanized M 8 M M 2 M 4 ) M 6 M M 24 M ) noncracked concrete Mean utimate oads, tension (stee.8) C/ Num [kn] 8,3 29,0 42, 7,7 78,3 23,0 77,0 2,3 Mean utimate oads, shear (stee.8) C/ Vum [kn],0 7,4,3 34,6 47,0 73,8 6,2 68,2 Mean utimate oads, tension (stee 8.8) C/ Num [kn] 27,0 38,6 8,2 73, 4,3 69,8 2,2 442,9 Mean utimate oads, shear (stee 8.8) C/ Vum [kn],0 23,2 33,7 46,2 63,0 98,0 4,0 224,3 Recoended oads, tension C2/) rec. N [kn] 3,0,0 7,0 8,0,0 9,0 26,0 42,0 Approved oads, tension > C/ appr. N [kn] 7,9,9,9 2,0 9,8 29,8 3,7,0 Recoended oads, shear C2/) rec. V [kn] 3,0,0 7,0 8,0,0 9,0 26,0 42,0 Approved oads, shear > C/ appr. V [kn], 8,0 2,0 2,0 22,3 34,9,3,0 Approved oads, shear (stee, grade 8.8) > C/ appr. V [kn] 8,6 3, 8,9 36,0 6,0,6 Approved bending moments(stee, grade.8) appr. M [Nm],9 2, 37, 9,4 94,9 8,7 3,6 642,0 Approved bending moments (stee, grade 8.8) appr. M [Nm] 7, 34,3,0 2,0 296,6 3, Chemica Anchor V, stainess stee A4 / HCR M 8 M M 2 M 4 ) M 6 M M 24 M ) noncracked concrete Mean utimate oads, tension C/ Num [kn] 26,0 38,6 8,2 73, 4,3 69,8 247,0 2,3 Mean utimate oads, shear C/ Vum [kn] 3,0,3 29,,4,0 86,0 24,0,2 Recoended oads, tension C2/ ) rec. N [kn] 3,0,0 7,0 8,0,0 9,0 26,0 42,0 Approved oads, tension > C/ appr. N [kn] 7,9,9,9 2,0 9,8 29,8 3,7,0 Recoended oads, shear C2/ ) rec. V [kn] 3,0,0 7,0 8,0,0 9,0 26,0 42,0 Approved oads, shear > C/ appr. V [kn] 6,0 9,2 3,3 2,0,2 39,4 6,8,0 Approved bending moments appr. M [Nm],9 23,8 42, 66,9 6,7 7,9 39,4 2,0 Spacing and edge distance Effective anchorage depth hef [] Spacing scr,n [] Edge distance ccr,n [] Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe ho [] Instaation torque Tinst [Nm] 0 Width across nut SW [] Width across nut (Threaded Stud) SW [] ) Not part of approva. Recoended oads for size M 4 and M and in concrete C2/. 2) max ong te rm temperature + C / max short term temperature + C Chemica Anchors For anchor designing an easy to operate CDROM is avaiabe on request or can be downoaded at h m hmin hef = h0 Curing time Chemica Anchor V Cartridge temperature when instaing min. + C d0 Tinst Temperature ( C) of base materia curing time dry base materia wet base materia C :00 h :00 h 0 C :00 h :00 h + C :00 h 2:00 h + C :00 h 2:00 h + C min min + C min min +3 C min min Instaation + C Tinst 90 Nm min. 6 PR MKT 2... a soid connection

122 Chemica Anchor Internay Threaded for noncracked concrete Chemica Anchor VIG / VIG A4 Internay Threaded Seeve VIG stee, zinc pated.8 Internay Threaded Seeve VIG A4 Stainess stee A4 Chemica Capsue VP Range of oading:,2 kn, kn Range of concrete quaity: C/ C/ Materia:: Stee, zinc pated Stainess stee A4/36 The Chemica Anchor system VIG / VIG A4 is the Internay Threaded Version of the Chemica Anchor system V. The system consists of a gass capsue and a threaded stud. The two components contained in the capsue are mixed whie the threaded stud is driven in, forming a fast setting adhesive. This time proven anchoring system does not appy expansion forces and aows for very cose anchor spacing and edge distances in noncracked concrete. The dri hoe is seaed by the adhesive.. Appications No securityreevant heavy duty anchorings in noncracked concrete of stee supports, base pates, consoes, antinoise barriers. Chemica Capsue VP Two component gass capsue Internay Threaded Seeve VIG Stee, zinc pated, grade.8 Suitabe in noncracked concrete Fixture easy to remove; seaed dri hoe Capsue Ø Capsueength Content of master box per master box Package per package VP , 0, VP 4 9 0,82 0,27 VP ,36 0,36 VP 6 IG ) ,98 Suitabe for capsue OuterØ x Anchor ength Dri hoe Ø x depth Thread Package per package VIG M 8 24 VP 2 2 x 90 4x90 M 8x 0, VIG M 24 VP 4 4 x 90 6x90 M x 0,6 VIG M 2 24 VP 6 6 x 0 8x0 M 2x3,00 VIG M 6 24 VP 6 IG 22 x x M 6x,6 One setting too is encosed in every Internay Threaded Seeve package. ) For Internay Threaded Seeve VIG M 6. Accessories for dri hoe ceaning see page. Internay Threaded Seeve VIG A4 Stainess stee A4/36 Fixture easy to remove; seaed dri hoe Suitabe for capsue OuterØ x Anchor ength Dri hoe Ø x depth Thread Package per package VIG M 8 A4 24 VP 2 2 x 90 4x90 M 8x 0, VIG M A4 24 VP 4 4 x 90 6x90 M x 0,6 VIG M 2 A4 24 VP 6 6 x 0 8x0 M 2x3,00 VIG M 6 A4 24 VP 6 IG 22 x x M 6x,6 One setting too is encosed in every Internay Threaded Seeve package.... a soid connection 22 6 PR MKT

123 Chemica Anchors Recoended oads for singe anchor without infuence of spacing and edge distance for temperature range C to + C ). Tota safety factor as per ETAG 00 incuded (γ M and γ F ). Loads and performance data Chemica Anchor VIG M 8 M M 2 M 6 noncracked concrete C/ stee.8 A4 stee.8 A4 stee.8 A4 stee.8 A4 Mean utimate oads, tension Num [kn],4 46,7 3,9 4,6 46,2 77,4 86,4 96,8 Mean utimate oads, shear Vum [kn] 2,, 9, 24,4 27,8 3,4,7 6,8 Recoended oads, tension rec. N [kn] 8,8 9,9 3,2 3,2 6,0 6,0 8,8 8,8 Recoended oads, shear rec. V [kn],2,9 8,3 9,3 2,0 3, 22,4, Recoended bending moments rec. M [Nm],7 2, 2,4 24, 37,4 4,9 94,9 7,0 Spacing and edge distance Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 2 Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete sab hmin [] 2 Instaation parameters Dri hoe diameter do [] Cearance hoe in the fixture df [] Depth of dri hoe h [] Instaation torque <Tinst [Nm] ) max ong term temperature + C / max short term temperature + C Curing Time Chemica Anchor VIG Capsue temperature when instaing min. + Temperature ( C) of the base materia Curing time dry concrete wet concrete C :00 h :00 h 0 C :00 h :00 h + C :00 h 2:00 h + C :00 h 2:00 h + C min min + C min min +3 C min min Chemica Anchors h m hmin hef = h0 d0 Tinst Instaation + C Tinst 90 Nm min. 6 PR MKT a soid connection

124 Liquid Pug Liquid Pug 2Kfix Liquid Pug 2Kfix Static mixer Mixer extension Perfo Seeve The Liquid Pug 2kfix is a 2 component poyurethane based injection system for the fixing of ightweight components in a minera buiding materias as we as in a types of wood. It suitabe for broken or oversized dri hoes due to its high adhesive strength and sighty expanding nature during the curing process. By using a perfo seeve, the Liquid Pug 2kfix can aso be used in hoow or perforated base materias. At room temperature, the Liquid Pug 2kfix is cured within a few minutes. Without predriing, various kinds of screws, hooks or eyeets up to 6 can be screwed in and aso be removed if necessary. Base materias: Concrete, soid and perforated bocks, ight and porous concrete, board materias (eg pasterboard, partice board), wood buiding materias. Advantages: Quick and easy appication, reiabe bond Universa use, independent from dri hoe, base materia or screw Opened cartridges can be reused with a new static mixer Especiay suited for critica base materias (eg od buidings) With perfo seeve aso suitabe for perforated bocks and board materias Quick curing process, short waiting time (3 minutes at ambient temperature) Screws can be screwed in directy without using additiona anchors Fush surface after remova is possibe Can be sanded and painted over when cured, therefore suitabe to fi sma hoes Liquid pug 2Kfix 2Component Poyurethane Can be sanded and painted over when cured Appications: Pictures, curtain rais, towe rais, mirrors, amps, motion detectors, smoke and fire aarms, ight sheves and many more. Properties: 2 component poyurethane injection system, sighty expanding whie curing Shef ife of 2 months, to be stored at + C to + C. Store coo, dry and dark Cartridge temperature during instaation min. + C, best + C Ambient temperature after curing C to + C Can be sanded and painted over when cured Liquid pug 2Kfix Static mixer Mixer extension Perfo seeve Static mixer Content P. Content per pck. 287 m , ,003 Instaing parameters Perfo seeve Soid brick Hoow bock x 4 Dri hoe diameterø Dri hoe depth [] [] 6 8 Effective anchorage depth [] Screwø [] 2,0 4,0 2,0,0 2,0 6,0 2,0 6,0 Amount of mortar [m] 4 7 Instaation in concrete or soid brick 3 min. Instaation in hoow bock 3 min.... a soid connection 24 6 PR MKT

125 Chemische Dübesysteme Chemica Anchors 6 PR MKT... a soid connection

126 Light Duty Anchors... a soid connection 26 6 PR MKT

127 Product Range 6 Light Duty Anchors Chemica Anchors Mechanica Heavy Duty Anchors 6 PR MKT a soid connection

128 Nai Pug Nai Pug ND Nai Pug NDS Nai Pug NDZ Range of oading: 0,04 kn 0,36 kn The Nai Pug ND is a time saving haerin nyon pug with preassembed zinc pated naiscrew, suitabe for most types of base materias. It is weatherproof and temperaureresistant from C to C. The Naipug can be unscrewed for Readjustment or removing. Appications Frames, skirting boards, wood battens, pipe cips, anges, brackets. Nai Pug ND High grade poyamide with zinc pated naiscrew With countersunk head and cyindrica head Anchorength Package NDS/NDZ Packages per master box NDS/NDZ per master box NDS/NDZ 9 8,4 0 / 0 36 / 36 9,9 / 9,9 9 8,4 0 / 27 / 9,6 / 9 0 / 0 6 / 6 6,4 / 6,4 8,3 / 8,3 Typ NDZ cheese head ND / 8 ND / ND 6/3 8 3 Fixture thickness Head Ø Nai NDS/NDZ Typ NDS counter sunk Head Ø Pasticseeve NDS/NDZ ND 6/ / 0 6 / 6 ND 6/ / 6 / 8,3 / ND 6/ / 6 /,8 / ND 8/ / 0 8/9 8,7 / 9,8 ND 8/ / 0 8/8,6 /,6 ND 8/ / 8/ 2,9 / ND 8/ / 8/ 3,8 / ND 8/ / 6/8, / 3, Loads, any direction ND ND 6 ND 8 Recoended oads, concrete C/ Recoended oads, soid brick MZ 2 Recoended oads, aerated concrete G2 Effective anchorage depth rec. N rec. N rec. N hef [kn] [kn] [kn] [] 0,8 0,6 0,04 0,26 0,22 0,06 0,36 0, 0,08 Instaation parameters Dri hoe diameter Depth of dri hoe do h [] [] Instaation a soid connection 28 6 PR MKT

129 Universa Pug for a Types of Base Materias Light Duty Anchors Universa Pug UD Universa Pug UD Universa Pug UDK The time proven design of the Universa Pug UD guarantees reiabe and safe fastenings in practicay a types of base materias. To be used with woodscrews. Appications Eectric switches, cabes, curtain rais, battens, bathroom appiances, sheves, ightweight cupboards. Range of oading: 0,2 kn,2 kn Universa Pug UD High quaity pastic materia Min. screw ength Type UD Anchor Type UDK ength For neary a types of base materias Screw Ø Pakage Packages per master box per master box UD UDK UD UDK UD / ,8 2,8 UD 6/ ,0 3,0 UD 8/ ,0 3,0 UD / , 4, UD 2/ , 2,7 UD 4/ , 3, anchor ength + thickness of paster, tie, etc. + fixture thickness (accessory) + x screw diameter = min. screw ength LS Loads and performance data UD /3 UD 6/36 UD 8/ UD /6 UD 2/7 UD 4/7 Mean utimate oads, concrete C/ Num [kn] 0,, 3, 3,7 4,, Recoended oads, concrete C/ rec. N [kn] 0,4 0, 0,68 0,7 0,94,4 Recoended oads, aircrete P4 rec. N [kn] 0,2 0,8 0,32 0,42 0,42 Recoended oads, hoow brick HLz2 rec. N [kn] 0,4 0,7 0,24 0,26 0,27 Recoended oads, gypsum pasterboard 2, rec. N [kn] 0,2 0,4 0,2 0,2 0,22 0,44 ) Effective anchorage depth hef [] Instaation parameters Dri hoe diameter do [] Depth of dri hoe h [] ) 2 X gypsum pasterboard 2, Aerated concrete: Use smaer dri bit; hoow base materias: Dri without haer action. Light Duty Anchors Instaation 90 6 PR MKT a soid connection

130 Nagedübe Standart pug for a Types of soid Base Materia Nyon Standard Pug NSD Nyon Standard Pug NSD The nyon standard pug NSD with 2way expansion is suitabe for quick fixings with ow oads in concrete and soid masonry. As the haerin stop prevents premature spreading, the nyon standard pug NSD is particuary suitabe for through fastening, even with preassembed screw. The high reiabiity of assemby is due to arge rotation ocks that prevent turning in the hoe. Appications Surface mount boxes, images, etter boxes, curtain rais, towe racks, amps, baseboards, motion detectors, smoke and fi re aarms as we as ight panes, pates, hanging cabinets and wa sheves and much more. Nyon Standard NSD Materia: Highquaity poyamide (nyon) Haogenfree and siiconefree Temperature resistant from C to + C Range of oading: Suitabe for preinstaation and through fastening Hod due to high materia strength and manufacturing quaity NSD NSD 6 NSD 8 NSD NSD 2 NSD 4 0,03 kn,9 kn Ø Length [] [] Woodscrew Ø [] Chipboard screwø [] Pakage [] , 4 3, 4, Packages per pck. per master box 0,046 0,0 0,4 0,3 0, 0, Loads and performance data Recoended oads, any direction With Woodscrewø Concrete B; C/ Soid brick Mz2 Soid sandsim KS2 Aerated concrete PP4, PB4 Spacing and edge distance Setting depth Spacing Edge distance Instaation parameters Dri hoe diameter Depth of dri hoe Minimum ength of screw NSD NSD 6 NSD 8 NSD NSD 2 NSD 4 ds Fempf. Fempf. Fempf. Fempf. [] [kn] [kn] [kn] [kn] 4 0, 0, 0, 0,03 0,38 0,3 0,3 0,06 6 0,6 0, 0, 0, 8 0,9 0,,4 0,2 2,9 hs a ar [] [] [] 0 7 do ho IS [] [] [] fixture thickness + anchor ength + x screw diameter 4 8 Instaation User tip Since the pug spreads in two directions ony, turn the pug, when using cose to the edge, so that the spreading force acts parae to the edge a soid connection 6 PR MKT

131 Safety Nai for cracked and noncracked concrete Safety Nai TDN Safety Nai TDN Safety Nai TDNO The Safety Nai TDN is a haerin stee anchor for cracked and noncracked concrete, with fire resistance cassification, vandaproof. Suppied preassembed. Appications Suspended ceiings, ventiation systems, caddings, brackets, meta sheet. Load Range: 0, kn 2,4 kn Safety Nai TDN Stee, zinc pated Dri hoe Ø Fixturethickness Eye Ø Package per package TDN 6 x TDN 6 x x 0,0 6 x 3 0 TDNO 722,8 6 x , Loads and performance data TDNN 6x3 TDNN 6x6 DZO 0, Recoended oads, any direction rec. N/V [kn] 2,4 concrete C/ 2,4 Maximum tension oads According to fire resistance cass According to fire resistance cass According to fire resistance cass According to fire resistance cass R R R 90 R [kn] [kn] [kn] [kn] 0,8 0,7 0,6 0,4 0,8 0,7 0,6 0,4 Spacing and edge distance Effective anchorage depth Minimum spacing Minimum edge distance Minimum thickness of concrete sab hef smin cmin hmin [] [] [] [] Instaation parameters Dri hoe diameter Depth of dri hoe do h [] [] Instaation 6 PR MKT 3... a soid connection Light Duty Anchors For cracked and noncracked concrete

132 Drywa Pug Drywa Pug GKD The Drywa Pug GKD is a sefdriing meta pug with twin cutting tip for fastening into drywa. Suitabe for screws of Ø 4 to 4, and M4. Appications Fixing of switches, curtain rods, wa cupboards, amps, cabe ducts, skirting boards. Range of oading: 0, 0, kn Drywa Pug GKD Sefdriing pug for drywa Perfect centering tip Anchorength Suitabe for screws Package per package Content per master box GKD Ø 4,0 4, 0 0,68 20 Loads and performance data GKD 39 Mean utimate oads, drywa d=2, Num [kn] 0,4 Mean utimate oads, aerated concrete LC /28 Num [kn] 0, Mean utimate oads, gypsum pane Num [kn],00 Recoended oads, drywa d=2, rec. N [kn] 0, Recoended oads, aerated concrete LC /28 rec. N [kn] 0, Recoended oads, gypsum pane rec. N [kn] 0, Instaation... a soid connection 32 6 PR MKT

133 Light Duty Anchors Light Duty Anchors 6 PR MKT a soid connection

134 ... a soid connection 34 6 PR MKT

135 Product Range 6 Light Duty Anchors Chemica Anchors Mechanica Heavy Duty Anchors 6 PR MKT 3... a soid connection

136 Anchor Design Software MKT Anchor Design Software Easy and fast design of anchoring connections Cear input, detaied printout Design according to CCmethod, ETAG annex C Software for an easy and fast design of anchoring connections. The software: Easy and cear input Detaied dispay of resuts For singe anchors and anchor groups, sma edge distances, spaced fixings Detaied printout Design according to European design guideine : Guideine for European Technica Approva of Meta Anchors, ETAG 00, Annex C Guideine for European Technica Approva of Meta Anchors, ETAG 00, Part 6 (mutipe use) Technica Report TR 0 (Design of Anchorages in Concrete Concerning Fire Resistance) Technica Report TR 029 (Design of Bonded Anchors) Design of fatigue oads according to Z PC requirements: Windows XP (SP 3) / Vista / Windows 7 / Windows 8 Screen resoution min. 0 x 0 pixe Pease order our MKT software or use our free downoad service at MKT Anchor Design Software 4.2 new in 4.2: more variabiity in the design of the anchor pate by eccentric ayout of the anchors Design with the new MKT Injection System VMU pus incuding the optimization of the anchorage depth Design of the MKT Wedge Anchor BZ pus according to the new European Technica Assessment, aso with reduced anchorage depth... a soid connection 36 6 PR MKT

137 MKT onine Product information Downoad Support Product information Contains detaied information and technica data for our product range. Downoad Software, approvas, certificates and data sheets can be downoaded from our website. Service 6 PR MKT a soid connection

138 Fire Resistance Fire Resistant Anchor Systems Tested according to standardized temperature curve (ISO 834, DIN EN 363: 999, DIN 422: 979) in cracked concrete, exposed to open fames, without fire protection. Anchor system IBMB test report / approva Size Maximum tension oad [kn] in fire tests according to DIN 422 for the fire resistance casses R ( min) R ( min) R 90 (90 min) R ( min) 0,/0, Wedge Anchor BZ pus M 8 hef,red/hef,std,/,,/, 0,/0, Stee, zinc pated M hef,red/hef,std,82/2,,82/,90,/,,00/, M 2 hef,red/hef,std 3,8/4,00 3,00/3,00,90/2,,/2, M 6 hef,red/hef,std 4,72/6, 4,72/, 3,/4, 2,/4,00 M hef,std 9,00 8, 6,90 6, M 24 hef,std,,,00 8,88 ETA99/00 M 27 hef,std 2,8 2,8 2,8,06 M 8 hef,red/hef,std,/,,/,,/,,00/,00 M hef,red/hef,std,82/2,,82/2,,82/2,,46/, M 2 hef,red/hef,std 3,8/4,00 3,8/4,00 3,8/4,00 2,/3, M 6 hef,red/hef,std 4,72/6, 4,72/6, 4,72/6, 3,77/,00 M hef,std 9,00 9,00 9,00 7, M 24 hef,std,00,00,00 8,00 Wedge Anchor BZIG M6 0, 0, 0, 0, Stee, zinc pated M8,, 0,90 0, M 2, 2,00,, Wedge Anchor BZ pus A4/HCR Stainess stee A4/36, Stainess stee.429 ETA99/00 ETA99/00 Wedge Anchor BZIG A4/HCR Stainess stee A4/36, Stainess stee.429 ETA99/00 Wedge Anchor B, BU SStee, zinc pated/hot dip gavanised 3738/39/ Wedge Anchor B A4 Stainess stee A4 3CT/ Vaues for reduced anchorage depth pease see testreport. M 2 3, 2,90 2,, M6,,,00 0, M8 2, 2, 2,, M 3,00 3,00 3,00 2, M 2,00,00,00 4,00 M6 0,9 0,46 0,34 0,27 M8 0,88 0,72 0,6 0,48 M,,4 0,88 0,76 M 2 2,04,66,29, M 6 3,79 3,09 2, 2,0 M,97 4,87 3,77 3,22 M 6 hef =,, 0,90 0, M 8 hef = 44 2, 2, 2,,00 M hef = 48 2,90 2,90 2,90 2, M 2 hef = 6 6, 6, 4, 3,90 M 6 hef = 6, 6, 6,, M hef = 0 8,90 8,90 8,90 7, Nai Anchor N, NK, NM N hef = 0, 0, 0, 0, Stee, zinc pated/stainess stee A4 NK hef = 0, 0, 0, 0, NM hef = 0, 0, 0, 0, N hef = 0,90 0, 0, 0, NK hef = 0,90 0, 0, 0, ETA/02 NM hef = 0, 0, 0, 0, N A4, NK A4 hef = 0,90 0,90 0,90 0, NM A4 hef = 0, 0, 0, 0, M6, 0, 0, 0, Dropin Anchor E Stee, zinc pated / Stainess stee A4/36 with screw.6 (or higher) or Stainess stee A4/36 *) *) Standard thread version or with screw 4.6, see test report/version with screw or standard thread 4.8, see test report (346/03/) M8, 0, 0, 0, M 8 x 3,00, 0, 0, 374/7482 M 4, 2,,,00 M 2 6,90 3,,, M 6 2,, 3, 2, M 8,00 8,, 4, Hoow Core Anchor EASY M6 0, 0, 0, 0, Stee, zinc pated/web thickness du > (Web thickness du > see approva) M8 0,90 0,90 0, 0, M,,,,00 M 2,,,,... a soid connection Z PR MKT

139 Fire Resistance Anchor system IBMB test report / approva Size Chemica Anchor V Stee, zinc pated /Stainess stee A4/36 and.429 9/272/07 Highoad Anchor SZ Stee, zinc pated 2,,29 0,79 0,3 3,64 2,04,,00 M 2,26 3,07 2,00, M 6 9,79,72 3,68 2,67 M,28 8,93,7 4,6 M 24 22,0 2,86 8,28 6,00 M6,00 0, 0, 0,,00 0, 3, 2,, M 2 6, 4, 3,00 2,00 M 6 8, 8,,00 3, M 6L 8, 8,,00 3, M,90 3, 7, 4,90 M8 2, 2, 2,, M 4,00 4,00 4,00 2, M 2 6, 6, 6, 4, M6 9,00 9,00 9,00 7, > M8,64,2 0,9 0,33 > 90 M 2,,77 0,94 0,2 > M2 3,3 2,9,82,44 > M6 6, 4,82 3, 2,69 > 7 M 9,7 7,2, 4,9 > 2 M24 4,04,84 7,64 6,04 > 2 M 8,26 4, 9,94 7,86 M8,90 0,8 0, 0, M 4, 2,,3,00 M 2 6,00 3,00 h2,00, M 6,00 6, 4,90 4,00 M 6,00 9,00 6,,00 M 24 9,83,49 7,3,32 M 3,2 8,,62 8,3 > M 8 3,00 0, > M 7,00 0,90 0, > M 2,00 2,, 0, > M 6 2,00 6, 4, 3, > M 8, 9,90 6,90, > 0 M 24 27,00 4, 9,90 7, Stee, zinc pated /Stainess stee A4/36 and /06 39/64 M8 M, Injection System VMU Stee, zinc pated /Stainess stee A4/36 and.429 F ( min) 4,00 ETA02/00 Injection System VMZ F 90 (90 min),90 Stainess stee A4 3276/66/4 F ( min) M8 Highoad Anchor SZ A4 Stee, zinc pated /Stainess stee A4/36 and.429 F ( min) M ETA02/00 Injection System VMU pus Maximum tension oad [kn] in fire tests according to DIN 422 for the fire resistance casses Injection System VME Rebar BST 0 S; Tension Anchor ZA The tension oad is dependant on the embedment depth. Check the technica approva for detais. Z Injection System VME Stee, zinc pated /Stainess stee A4/36 and.429 0,90 0, 0, 3,,, 0, 0,7 > M 2 4, 2,, 0,90 > M 6 8,, 3, 3,00 > M 7,, 6,,00 > 2 M 24 24,8 4,7 9, 7, > 2 M 27 32, 9, 2, 9, > 2 M 39, 23,,,3 Service 62/066/2 > M 8 > 90 M 6 PR MKT a soid connection

140 Fire Resistance Fire Resistant Anchor Systems in tunnes Tested according to ZTV tunne temperature curve in cracked concrete, exposed to open fames, without fire protection. Anchor system IBMB test report Wedge Anchor BZ pus HCR Stainess stee /66 Nai Anchor N, NK Stainess stee A4, Stainess stee.429 B0279 Injection System VMZ HCR Stainess stee.429 GS 3.2/894Ä Injection System VMZ dynamic HCR Stainess stee.429 GS 3.2/894Ä Injection System VMZIG HCR Stainess stee.429 GS 3.2/894Ä... a soid connection Size Maximum tension oad in fire tests according to ZTV tunne temperature curve Anchorage depth Tension oad [kn]] M8 46,00 M,90 M 2 6 3,00 M 6 8, M 0 6, N6 0,2 NK 0,2 M 0,3 7 M 7,08 7 M 2 7,47 M 2,47 M 2 2,39 9 M 2 9 2, 0 M 2 0 2, M 2 2, M 2 2, 90 M ,6 M 6 4, M 6 4, 4 M 6 4 4, M 6 4, M 6,32 M 6, 90 M 90 6, M 24 9,22 0 M ,22 2 M ,22 M 2 0 2, M 6 4, M 8 0, 7 M 8 7 0, M,08 M,08 90 M , M 2 2, M 2 2, M 6 4, M 6 4, M 6, 6 PR MKT

141 Notes 6 PR MKT 4... a soid connection

142 Notes... a soid connection 42 6 PR MKT

143 Notes 6 PR MKT a soid connection