we link the world Anchor Channels hannels
|
|
- Howard Bradford
- 7 years ago
- Views:
Transcription
1 we link the world Anchor Channels hannels
2 An hor LINK YAPI VE TESİSAT MALZEMELERİ SAN. VE TİC. LTD. ŞTİ. MERKEZ: FAHRİ KORUTÜRK CAD. METAL SOK. NO:5 KARTAL / İSTANBUL TEL: (016) FAX: (016) ANKARA: ARMADA İŞ MERKEZİ ESKİŞEHİR YOLU NO:6 KAT:1 OFİS NO: 137 SÖĞÜTÖZÜ / ANKARA TEL: FAX:
3 we link the world LINK ANCHOR CHANNELS
4 Index Index Anchor Channels Application Installation PLC 8/15 PLC 38/17 PLS 0/ PLV 0/5 PLS /30 PLV 9/30 PLS 5/3 PLV 5/33 PLS 7/8 PLV 7/9 PLG 1/1 Index Capacity of LINK Bolts Materials Corrosion Protection Anchor Configuration Available Types Statics PLK Handrail Connections PLK Handrail Connections / Dimension PLT Anchor Channels Model Selection / Identification Statics Application References Sector / Products Notes 1
5 Anchor Channels LINK Anchor channels COLD-FORMED LINK Anchor channels COLD-FORMED, toothed LINK Anchor channels HOT-ROLLED Suitable for dynamic loading LINK Anchor Channels are a superior connection system for transferring loads in reinforced and unreinforced concrete components. Anchor Channels Safe working Time Efficient Low Cost Anchoring without damaging the concrete structure & reinforcement Good integration into heavily reinforced components Suitable for pre-stressed and post-tensioned structures Increased load capacity near reinforcement High load capacity for static and dynamic loads Fatique and blast load resistant Time efficient on-site installation Skilled labour not required for installation Installation with simple tools like haer and wrench Small edge distances Easy to customise 7+ load classes for most economical solutions Easy to install No Risk of Fire No Drilling No Noise No Dust No Electrical Tools Required No Welding No Risk of Fire Approvals Quality ISO 9001:008 ISO 1001:00 OHSAS 18001:007
6 Application BURSA RAY Project RIXOS BOMONTI Project Tunnel: Overhead Lines, Lights and Ventilation Application Facade mounting Curtain wall Facade mounting Curtain wall Stadium seats: Mounting in rows Elevator Shaft: Fastening of guide rails 3
7 Installation 1 Installation, attached to formwork Installation on top face with tying wire Directly on reinforcement: Installation 3 Concrete Removing the filler Removing the filler Installing the LINK bolts 5! = Bolt
8 LINK PROFILES PLS 7/8 PLV 7/9 PLS 5/3 PLV 5/33 PLS / , 5 HOT ROLLED COLD FORMED ,5 HOT ROLLED 5 5 7,5 COLD FORMED 33, HOT ROLLED Material Steel A Bolts PLV 7/9 PLV 7/9 PLV 5/33 PLV 5/33 PLV 5/33 Thread S slb [] M0 M M30 19 M0 M M30 19 M10 M1 M16 M0 88 M10 M1 M16 M0 88 M10 M1 M16 M0 81 Load bearing capacity of the profile N Rd,s,I = Rd,s,c[kN] V Rd,s,I [kn] MRd,s,flex [Nm] Geometry Steel h inst [] 188 (191) 189 (19) 161 (16) 161 (16) b ch [] h ch [] I y [ ] Steel h ef [] c min [] 75 Values in brackets with I weld on anchor Material: Steel S35JR, hot-dip galvanised Stainless steel 1.571/1.0/1.01 Symbols: PLG profiles, toothed Suitable for dynamic loads 5
9 LINK PROFILES PLV 9/30 PLS 0/ PLV 0/5 PLG 1/1 PLC 38/17 PLC 8/15 9 3,5 7,5 COLD FORMED HOT ROLLED COLD FORMED COLD FORMED COLD FORMED COLD FORMED , ,75, , ,3 15 Material Bolts Thread S slb [] Steel A Load bearing capacity of the profile PLV 5/33 PLV 0/5 PLV 0/5 PLG 1/1 PLC 38/17 PLC 8/15 M10 M1 M16 M0 M10 M1 M16 M10 M1 M16 M1 M16 M10 M1 M16 M6 M8 M10 M N Rd,s,I = Rd,s,c[kN] V Rd,s,I [kn] MRd,s,flex [Nm] Geometry Steel h inst [] b ch [] h ch [] I y [ ] Steel h ef [] c min [] 75 0 Values in brackets with I weld on anchor Material: Steel S35JR, hot-dip galvanised Stainless steel 1.571/1.0/1.01 Symbols: PLG profiles, toothed Suitable for dynamic loads 6
10 PLC 8/15 PLC 8/ ,3 ar 5,0 cm PLC 8/15 Lengths supplied: PLC 8/15 Filler Material / Finish Code Anchor Type Weight with anchors [kg/m], material /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] Section modulus [cm³ ] y e z z y S35JR (ST 37-), wb Iy = 0,39 Wy = 0, PK / DK Vf = Polystyrene bead filler 1, / 1,15 1,39 0,87 W 1.571/1.01 A - Ank.A Iy = 1,3 Wz = 1,0 Anchor design PK/DK = round anchor (standard design) Can also be supplied upon request in stainless steel 1.59/1.57 for corrosion resistance class IV. Short Pieces Cut Lengths Stock Lengths Length about 5 Anchor No <L<6000 on request 6000 (-0/+) 5 Anchor Spacing 00 Materials: = hot-dip galvanised wb = mill finished 7
11 PLC 8/15 LINK BOLT = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade 8.8 = stainless steel grade A-70 = stainless steel grade A-70 A- = stainless steel grade A- A-70 = stainless steel grade A-70 Bolt Range Length M M 8 M 10 M 1 M 8 M A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 A-70 Ordering Ordering example Anchor channels Ordering example LINK bolts type PLC PLC 8/15 10 PLC 8/15 M16X Type Profile Length Design Type Thread Length Associated edge spacings [cm] Design a e = a f = 8 a e = d 5 a r = 5 a a = 10 a r = 5 PLC 8/15 8
12 PLC 38/17 PLC 38/ ar 7,5 cm PLC 38/17 Lengths supplied: PLC 38/17 Filler Material / Finish Code Anchor Type Weight with anchors [kg/m], material /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] Section modulus [cm³ ] y e z z y S35JR (ST 37-), wb Iy = 0,79 Iy = 0,78 PK / DK Vf = Polystyrene bead filler 1,99/ 1,90,7 1,01 W 1.571/1.01 A - Ank.A Iy =,19 Iy =,0 Anchor Design PK/DK = round anchor (standard design) Can also be supplied upon request in stainless steel 1.59/1.57 for corrosion resistance class IV. Short Pieces Cut Lengths Stock Lengths Length about 5 Anchor No <L<6000 on request 6000 (-0/+) 5 Anchor Spacing 00 Materials: = hot-dip galvanised wb = mill finished 9
13 Bolt Range PLC 38/17 LINK BOLT Length M 10 M 1 M 16 M 10 M 1 M A A-70 A-70 A-70 A- 0 A-70 A-70 A-70 A- A-70 A-70 A-70 A A-70 A A-70 A-70 = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade 8.8 = stainless steel grade A-70 = stainless steel grade A-70 A- = stainless steel grade A- 80 Li Ordering Ordering example Anchor channels Ordering example LINK bolts type PLC PLC 38/17 10 PLC 38/17 M1X60 Type Profile Length Design Type Thread Length Associated edge spacings [cm] Design a e = 5 a f = 10 a e = 5 d 5 a r = 7.5 a a = 15 a r = 7.5 PLC 38/17 10
14 PLS 0/ PLV 0/5 PLS 0/ hot rolled PLV 0/5 Dynamic loads 0 0,5, ar 10 cm ar 10 cm 6 PLS 0/ PLV 0/5 Lengths supplied: PLS 0/ Filler Material / Finish Code Anchor Type Weight with anchors [kg/m], m. /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] y Section modulus [cm³ ] e z z y S35JRG (RST 37-), wb PK / DK W 1.571/1.01 A - Ank.A Vf = Polystyrene bead filler S35JR (ST 37-), wb W 1.571/1.01 A - Ank.A Vf = Polystyrene bead filler,5 /,30,36 /,7,67,65 1,3 1,8 Iy =,01 Iy = 5,77 Iy =,05 Iy = 6,09 Wy = 1,63 Wz =,9 PK / DK Wy = 1,39 Wz = 3,05 Anchor design PK/DK = round anchor (standard design); I = weld-on anchor in exceptional cases. Can also be supplied upon request in stainless steel 1.59 / 1.57 for corrosion resistance class IV. Short Pieces Cut Lengths Stock Lengths Length about 5 Anchor No <L<6000 on request 6000 (-0/+) 5 Anchor Spacing 00 Materials: = hot-dip galvanised wb = mill finished 11
15 Bolt Range PLV 0/5 LINK BOLT Length M 10 M 1 M 16 M 10 M 1 M = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade = electroplated, strength grade 8.8 = stainless steel grade Ordering Ordering example Anchor channels Ordering example LINK bolts type PLV PLV 0/5 10 PLV 0/5 M16X60 PLS 0/ PLV 0/5 Type Profile Length Design Type Thread Length Associated edge spacings [cm] a e = 8 a r = 10 a a = 0 a r = 10 a f = 0 a e = 8 Design d 5 1
16 PLS /30 PLV 9/30 PLS /30 PLV 9/30 Dynamic loads 9,75 3, ar 15 cm 7,5 ar 15 cm PLS /30 PLV 9/30 Lengths supplied: PLS 9/30 Material / Finish Code S35JRG (RST 37-), wb W 1.571/1.01 A - Ank.A S35JR (ST 37-), wb W 1.571/1.01 A - Ank.A about 5 Filler Anchor Type Weight with anchors [kg/m], m. /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] y Section modulus [cm³ ] e z z y Vf = Polystyrene bead filler Iy = 5,35 Wy = 3,9 PK / DK Vf = Polystyrene bead filler 3,76 / 3,57 3,3 / 3,31,1 3,9 1,53 1,77 Iy = 1,5 Wz = 5,90 Iy =,38 Wy =,7 PK / DK Anchor design PK/DK = round anchor (standard design); I = weld-on anchor in exceptional cases. Can also be supplied upon request in stainless steel 1.59 / 1.57 for corrosion resistance class IV. Iy = 1,01 Wz = 5,60 Short Pieces Cut Lengths Stock Lengths Length Anchor No <L<6000 on request 6000 (-0/+) 5 Anchor Spacing 00 Materials: = hot-dip galvanised wb = mill finished 13
17 Bolt Range PLV 5/33 LINK BOLT Length M 10 M 1 M 16 M 0 M 1 M 16 M = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade = electroplated, strength grade 8.8 = stainless steel grade Ordering Ordering example Anchor channels Ordering example LINK bolts type PLV PLV 9/30 10 PLV 5/33 M0x55 PLS /30 PLV 9/30 Type Profile Length Design Type Thread Length Associated edge spacings [cm] a e =13 a r = 15 a a = 30 a r = 15 a f = 5 a e = 13 Design d 5 1
18 PLS 5/3 PLV 5/33 PLS 5/3 hot rolled PLV 5/33 Dynamic loads ,5 7,5 ar 0 cm ar 0 cm Material / Finish Code Anchor Type S35JR (ST 37-), wb PLS 5/3 W 1.571/1.01 A - Ank.A S35JR (ST 37-), wb PLV 5/33 W 1.571/1.01 A - Ank.A PK / DK I = Q PK / DK I = Q PK / DK I = L PK / DK I = L Filler Vf = Polystyrene bead filler Weight with anchors[kg/m], material /A 5,81/5,65 with anchors type PK/DK 5,3 / 5,5 with anchors type I Channel cross sectional area A[cm² ] 6,3 6,00 Distance to neutral axis e[cm] 1,67 1,90 z Moment of inertia [cm ] Iy = 9, Iy =,13 Iy = 7,58 Iy =,89 y y Section modulus [cm³ ] e Wy = 5,6 Wz = 9,19 Wy = 3,99 Wz = 8,8 z Short Pieces Cut Lengths Lengths supplied: PLS 5/3 Length about 5 Anchor No <L<6000 on request Anchor Spacing 00 Anchor design PK/DK = round anchor (standard design); I = weld-on anchor. Can also be supplied upon request in stainless steel 1.59 / 1.57 for corrosion resistance class IV. Stock Lengths 6000 (-0/+) 5 Materials: = hot-dip galvanised wb = mill finished 15
19 Bolt Range PLV 5/33 LINK BOLT Length M 10 M 1 M 16 M 0 M 1 M 16 M = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade = electroplated, strength grade 8.8 = stainless steel grade Ordering Ordering example Anchor channels Ordering example LINK bolts type PLS PLS 5/3 10 PLV 5/33 M0x55 PLS 5/3 PLV 5/33 Type Profile Length Design Type Thread Length Associated edge spacings [cm] a e =13 a r = 15 a a = 30 a r = 15 a f = 5 a e = 13 Design d 5 16
20 PLS 7/8 PLV 7/9 PLS 7/8 hot rolled PLV 7/9 Dynamic loads , ar 5 cm ar 5 cm PLS 7/8 PLV 7/9 Lengths supplied: PLS 7/8 Material / Finish Code S35JR (RST 37-), wb W 1.571/1.01 A S35JR, wb W 1.571/1.01 A about 5 Anchor Type I / PK / DK I / PK / DK I / PK / DK Filler Weight with anchors [kg/m], material /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] Section modulus [cm³ ] y e z z y Vf = Polystyrene bead filler 10.03/10,6 with anchors type PK/DK 11,3,0 Iy = 3,99 Iy = 83,07 Wy = 1,58 Wz = 3,08 Vf = Polystyrene bead filler 10.03/9.73 with anchors type I 10,,8 Iy = 7,81 Wy = 9,87 Iy = 7,13 Wz = 0,59 Short Pieces Cut Lengths Length Anchor No <L<6000 on request Anchor Spacing 00 Anchor design PK/DK = round anchor (standard design); I = weld-on anchor. Can also be supplied upon request in stainless steel 1.59 / 1.57 for corrosion resistance class IV. Stock Lengths 6000 (-0/+) 5 Materials: = hot-dip galvanised wb = mill finished 17
21 Bolt Range PLV 7/9 LINK BOLT Length M 0 M M 7 M 30 M = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade = electroplated, strength grade 8.8 = stainless steel grade Ordering Ordering example Anchor channels Ordering example LINK bolts type PLV PLV 7/9 10 PLV 7/9 M0X55 PLS 7/8 PLV 7/9 Type Profile Length Design Type Thread Length Associated edge spacings [cm] a e = 17.5 a r = 0 a a = 0 a r = 0 a f = 35 a e = 17.5 Design d 5 18
22 PLG 1/1 PLG 1/1 PLG 1/1 PLG 1/1 1 longitudinal section 1 3,5 1 7, ar 7,5 cm PLG 1/1 PLG 1/1 Lengths supplied: PLG 1/1 Material / Finish Code S35JR (ST 37-), wb W 1.571/1.01 A - Ank.A On Request PLG 1 / 1 about 5 Filler Anchor Type Weight with anchors[kg/m], material /A Channel cross sectional area A[cm² ] Distance to neutral axis e[cm] Moment of inertia [cm ] Section modulus [cm³ ] e y z z y PK / DK Vf = Polystyrene bead filler,13 /,0,6 1,6 Iy = 1,3 Iy = 5,9 Wy = 0,98 Wz =,58 PK / DK Short Anchor design PK/DK = round anchor (standard design) Can also be supplied upon request in stainless steel 1.59/1.57 for corrosion resistance class IV. Short Pieces Cut Lengths Stock Lengths Length Anchor No <L<6000 on request 6000 (-0/+) 5 Anchor Spacing 00 Materials: = hot-dip galvanised wb = mill finished 19
23 Bolt Range PLG 1/1 LINK BOLT Length M 1 M 16 M 1 M = hot dip galvanised, strength grade 8.8 = stainless steel grade Ordering Ordering example Anchor channels Ordering example LINK bolts type PLG PLG 1/1 10 PLG 1/1 M16X Type Profile Length Design Type Thread Length Associated edge spacings [cm] Design a e = 17.5 a f = 35 a e = 17.5 d 5 a r = 0 a a = 0 a r = 0 PLG 1/1 0
24 Capacity of LINK bolts Channels and bolts PLV 7/9 PLV 5/33 PLV 0/5 PLC 38/17 PLC 8/15 PLG 1/1 M0 M M30 M10 M1 M16 M0 M10 M1 M16 M10 M1 M16 M6 M8 M10 M1 M1 M16 PLS 0/ PLV 0/5 PLC 38/17 PLC 8/15 PLG 1/1 PLS /30 PLV 9/30 Capacity of LINK bolts PLS 7/8 PLV 7/9 Tightening Torque and Capacity of LINK bolts Tightening torque of LINK bolts Bolt Type / Material M6 M8 M10 M1 M16 M0 M M7 M30.6 / 8.8 / / A PLS 5/3 PLV 5/33 Capacity of LINK Bolts A-70 Material M 6 NRd.0 VRd.9 MRd 3.8 NRd 10.7 VRd 6. MRd 9.8 NRd 3.5 VRd.5 MRd 3. NRd 7.5 VRd 5. MRd Materials: = hot dip galvanised, strength grade.6 = electroplated, strength grade = hot dip galvanised, strength grade 8.8 = stainless steel grade A-70 = stainless steel grade A-70 A- = stainless steel grade A- A-70 = stainless steel grade A-70 M 8 M 10 M 1 M 16 M 0 M M 7 M
25 Materials / Corrosion Protection Hot-dip galvanised FV: Dipped in a galvanizing bath at a temperature of approx. 60 C, a method used primarily for open-profile channels LINK Anchor channels, steel, hot dip galvanised Channel profile Zinc galvanised GVs: Electrochemical process. LINK bolts are available with special Cr-free coating. Steel Material Standart Zinc coat ( S35JR ) DIN EN FV: µm 1.00 ( S75JR ) DIN EN FV: µm ( S355MC) DIN EN FV: µm Bolt anchor Steel DIN EN 1063 or DIN EN 1069 FV: µm Weld on anchor Steel DIN EN FV: µm LINK Anchor channels, steel, hot dip galvanised Bolt Hexagonal nut Steel Material Standart Zinc coat Steel FK.6 or 8.8 DIN EN ISO and FV: 0 µm DIN EN ISO 03 GVs: 1 µm Steel FK 5 or FK 8 DIN EN and FV: 0 µm DIN EN ISO 03 GVs: 1 µm Washer Steel DIN EN ISO 7089, 7093 or 7090 FV: 0 µm GVs: 1 µm Materials / Corrosion Protection LINK Anchor channels, stainless steel Channel profile Bolt anchor B6 Weld-on anchor Materials: FV = Steel S35JR, hot-dip galvanised A = Steel, stainless 1.571/1.0/1.01 Material Stainless steel Standard 1.01, 1.0 or DIN EN , 1.0, or DIN EN Steel DIN EN LINK bolts, stainless steel Stainless steel Material Standard Bolt 1.01, 1.0, or 1.578, or A-70 DIN EN 36-1 and DIN EN Hexagonal nut Washer 1.01, 1.0 or 1.571,, A , 1.0, or DIN EN 36- and DIN EN DIN EN
26 Materials / Corrosion Protection Corrosion protection requirements per technical approval for LINK Anchor channels PLS and PLV Component corrosion protection Areas of use Channel Anchor Bolt, nut, washer 1 3 mill finish Hot-dip galvanised (zinc plating µm) Hot-dip galvanised (zinc plating µm) Stainless Steel 1.01/1.0 or mill finish Hot-dip galvanised (zinc plating µm) Hot-dip galvanised (zinc plating µm) mill finish Stainless Steel 1.01/1.0 or no corrosion protection Galvanised (Zinc Plating 5µm) Mechanically galvanised (Zinc plating 10µm ) Hot-dip galvanised (Zinc Plating 0µm) Elec.Galv.Special coating (Zinc plating 1µm ) Stainless Steel A-70 For use only if all components of the fixture are protected by a minimum concrete cover as specified in DIN 105-1:001-07, depending on environmental conditions. For interior use only, as in residential buildings, offices, hotels, schools, hospitals, stores, with the exception of wet rooms. Interior components as above, with higher corrosion protection requirements according DIN 105-1: Structures of wet rooms or outdoors 5 Stainless Steel 1.59 or 1.57 Stainless Steel 1.59 or 1.57 Stainless Steel 1.59 Structures of highly exposed to corrosive action from chlorides and sulphur dioxide (indoor swiing pools) LINK channels with weld-on anchors mill finish LINK channels entirely of stainless steel Materials / Corrosion Protection Corrosion Protection of the mill finished weld-on anchor is based on the following concrete cover c: Channel Concrete cover c [] 5/3-Q 0 7/8 7/9 60 The minimum concrete cover depends on local depends on local conditions and / or bid specifications The LINK Anchor channels entirely of stainless steel are not restricted to any concrete cover since no part of them can corrode. Range of applications: - Bridge and tunnel construction of savage treatment plants spillover weirs (e.g fastening of pipelines) - Chemical industry (mountings exposed to aggressive substances) - Ventilated facades, e.g masonry veneer - For all structural reinforced concrete elements requiring larger concrete covers - Road tunnels - Maritime construction in saltwater - Indoor swiing pools - Areas not routinely cleaned - Poorly vented parking garages - As needed in narrow, heavily travelled city streets 3
27 Anchor Configuration Anchors on LINK PLV and PLS channels configuration and dimensions d a PK/DK = Bolt anchor stamped or welded I = Weld-on anchor - Q or L Anchor orientation weld-on anchor: d1 t d a b - Q b d 1 t - L A LINK Anchor channels Anchor Configuration Length l [] Dimension d1 or t [] Width b [] Orientation d or a [] PLS PLV PLV PLS PLV PLS PLV PLS 7/8 7/9 5/33 5/3 9/30 /30 0/5 0/ PLC PLC PLG 38/17 8/15 1/1 I PK/DK I PK/DK I PK/DK PK/DK PK/DK I PK/DK I PK/DK PK/DK / / Q - Q L - Q L Q L - Q L I Q L 18 1 Weld on anchor I only for custom channels Reduced anchor length for thin structural elements LS End Anchor for producing arbitrary lengths of LINK Anchor channel at the construction site Anchor Configuration LS bolt Clamping element Anchors End Anchor selection For Profile End Anchor Thread PLV / PLS 8/15 - FV 8/15 - A 38/17 - FV 0/ - FV 0/5 - FV 1/1 - FV 38/17 - A 0/ - A 0/5 - A 1/1 - A LS1 - FV LS1 - A LS - FV LS - A M 8 M 8 M 10 M 10 Tightening Torque M D [Nm] Installation Instructions for end anchor 35 e [] Cut the LINK Anchor channel at the selected point. The cut face must extend at a right angle to the longitudinal axis of the channel. The end projection e must be not less than 35 and not more than e 5 M D Select ANK-E end anchor matching the LINK Anchor channel profile per Table 1. Slide the clamping element all the way over the back of the channel. If necessary, push in the foam filler at the end of the channel. Desired fixed standard length 3 3 Turn the bolt applying the necessary torque per table 1.
28 Available Types Curved LINK Anchor channels Outside channel slot L Where used: -Tunnel construction -Reinforced-concrete pipes for utility shafts -Curved walls Ordering Example: LINK Anchor channels, curved PLS 7/8-Q - A, Ri = 3000, L = 17 R a L R i Inside channel slot h Wall Thickness R i = radius of inside channel slot R a= radius of outside channel slot L = Length of bent profile Curved LINK Anchor channels in tubbing segments Smallest radius of curvature / All materials Available Types PLG Profile Inside slot: min. Ri Outside slot: min. Ra PLS 7/8 PLV 7/9 1,0 m 1,0 m,0 m,0 m PLS 5/3 0,8 m,0 m PLV 5/33,0 m 8,0 m PLS /30 0,8 m,0 m PLV 9/30 0,8 m 8,0 m PLS 0/ 0,7 m,0 m PLV 0/5 1,0 m 3,0 m PLG 1/1 1,5 m,0 m PLC 38/17 0,5 m 1,5 m PLC 8/15 0,5 m 1,0 m Paired LINK Anchor channels LINK Anchor channels - Corner pieces Material/Type Channel: FV = hot dip galvanised A = stainless steel Spacer: Reinforcing steel BSt 0S Ordering example: Pair of LINK channels PLC 38/17 I = 3, a = 00, hot-dip galvanised, with filler a I Material/Type Channel and Anchor: A = stainless steel Standart model: a/b = 15/ Other a & b leg dimensionsand different profiles available on request Corner piece PLC 38/17 Where used: Mounting LINK console anchors for supporting masonary veneer Other near-edge mounts a b 5
29 Statics General Information - Procedure of the verification method 1.Selection of the channel..verification of the local application (channel lips) for tension, shear and combined loading. Steel failure of the bolt / tension loading Steel failure of the bolt / loading in shear Flexure of the channel lip / tension loading Flexure of the channel lip / tension in shear 3.Determination of the anchor loads from tensile loads and shear forces according to the load influence model (unfavourable anchor.verification of the connection between anchor and channel (tension loading). Steel failure connection anchor / channel Steel failure of the anchor 5.Verification against pull-out failure of the anchor (tension loading). 6.Verification against concrete cone failure (tension loading). Cone failure Statics The following information is necessary for verification of an anchor channel - Type of the LINK Anchor Channels and material - Length of the LINK Anchor Channels in the concrete member characteristed by the edge ditances downwards upwards as well as to the left and right - Thickness of the concrete component 7.Verification against pry-out failure (loading in shear). Loading in shear / pry-out failure - Strength class of the concrete - Condition of the concrete, cracked or not cracked as a special case to be verified - Presence of a dense reinforcement in the surroundings of the anchor channel - Thread size of the LINK T-bolt - Arrangement of the bolts - Tensile load and shear force of each bolt 8.Verification against concrete edge failure (loading in shear) with consideration of a potential constructional edge reinforcement. If verification cannot be provided, determination of the required supplementary reinforcement. Loading in shear / concrete edge failure 9.Verification for concrete failure at combined loading, combination of 6. and 7. as well as combination of 6. and 8. If the last verification cannot be provided, determination of the required supplementary reinforcement. 6
30 Statics Minimum edge distances and minimum bolt distances Depending on the profile used and thread size of the associated LINK T-Bolt, definite minimum edge distances s s of the anchors to component edges must be complied with. The bolt distance amongst one another may not be below the value 5. d s according to the ETA. Statics Edge and bolt distances [] PLV/PLS profiles 8/15 38/17 0/5 0/ 9/30 /30 5/33 5/3 7/9 7/8 M Ss,min cmin e min N E, V E, c, e,1 V E, c 1, h Minimum edge and bolt distances s s N E, s s c 1, e, c, 7
31 Statics Dynamic loads for hot-rolled LINK Anchor channels The load amplitudes shown below apply only to the anchor channels of the respective material and anchor configurations indicated. Only the associated screws, shown in the table on the right, may be used. 6 If load cycles are less than N = x 10, the amplitude for the PLS 0/ and PLS /30 profiles can be looked up in the bottom-right diagram. Load amplitude for load cycles of N = 10 Profile config. Material Load amplitude Permissible 1 ΔF = F o - F u [kn] bolts 0/-PK, 0/-Q.0 M16 /30-PK, /30-Q. M16. 0 S35JR 5/3-Q 7.0 M0 7/8-Q 7.0 M, 7, 30 6 Material: Steel ΔF [kn] 7,0 7/8 5/3 1 Anchor Configurations: - PK/DK = with bolt anchor - Q = with welded anchors, anchor position Q (crosswise) Statics F = F o - F u /30 0/ 3,0,,0 Ordering example in case of dynamic loads: PLS 5/3 - Q - FV - 5 Example: PLS profile 5/3 - FV (standard, hot-dip galvanised), channel length = max. load: Including dynamic load: 7 kn (load amplitude Δ F) Load amplitude kn Load Amplitude Chart as a function of the number of load cycles N. Materials as shown Load amplitude PLS 5/3-Q 30,6kN 3,6kN 1 load cycle F o = top load F u = bottom load Load Amplitude PLS 30/ Load Amplitude PLS 0/ 0 Number of load cycles N 5 6 x x x x 10 Number of load cycles N 6 6 8
32 Statics Shock resistance with partial safety factor γ = 1,0 When used for instance in shelter construction, LINK Anchor channels provide added protection for the shock-resistant mounting of built-in components. γ = 1,0 The following conditions must be met: -Minimum component dimensions, axial spacing and edge distance per official approval must be observed. -For practical applications (normal operating and working loads, static loads). Accordingly, static load components in the longitudinal channel axis of PLV/PLS profiles are not admissible. Instead, PLG channels must be selected. Shock resistance - Strength per bolt linear, diagonal and transverse tensile stress y x LINK Anchor channels PLV / PLS Strength class.6 Transverse stress for LINK bolts (haerhead & hooked bolts Diag.stress z LINK Bolt PLG (toothed) Strength class 8.8 for LINK bolts M8 M10 M1 M16 M0 M1 M16 Shock resistance under linear, diagonal and transverse stress for LINK bolts FRd,shock [kn] Tensioning torque [Nm] 1 5, (13) 30 (0) (80) 10 (80) Shock resistance - Strength in longitudinal channel direction Load in longitudinal profile direction LINK Anchor Channel LINK BOLT PLC 8/15 PLC 38/17 PLS 0/ PLS /30, PLS 5/3 PLG 1/1 M8 Haer head PLC Haer head PLV PLG M10 M10 M1 M16 M10 M1 M16 M10 M1 M16 M0 M1 M16 Statics Shock resistance per bolt connection in longitudinal channel direction FRd,shock [kn] 0,63 / 6,3, (13) 0 (13) Increased equivalent resistance FRd,E per bolt connection in longitudinal channel direction FRd,E [kn] at RK 1,0 / 10 FRd,E [kn] at RK 1,6 / (13) 0 (13) 30 (0) 30 (0) Standard shock classification RK 0.63 / / / 16 v Velocity max. [m/s] a Acceleration max.[m/s ] Excursion s max.[cm] Acceleration build-up r max. [g/ms] Shock resistance - Channel longitudinal and transverse resistance to linear, diagonal and transverse tensile stress Shock resistance of the LINK Anchor channels per anchor region, profile longitudinal and transverse resistance to linear, diagonal and transverse tensile stress PLS 5/3 LINK Anchor Channel PLC 8/15 PLC 38/17 PLS 0/ PLS /30 PLG 1/1 PLV 5/33 FRd,shock [kn] In case of a difference in the load-bearing capacity between the bolt and the LINK Anchor channel, use the smaller value. Applies to profile /30 PLS anchoring version with weld-on I-anchors. 9
33 PLK Handrail Connections Construction specialists consider the LINK handrail connections type PLK to be particularly well suited for fastening banisters on the front faces of thin deck and balcony slabs. Fast and cost-effective Safe and dependable PLK Handrail Connections Adjustable anchoring Can be used even on thin front faces of d Bolts instead of welds or dowels Pre-engineered to reduce construction time Permits later adjustment and even simple replacement of all attached structures Statically verified mounting No damage to the concrete on the visible front faces of the slab While construction is in progress, it can also serve to secure safety rails (note DIN EN 795 Fall Protection The associated high-strenght LINK bolts ensure secure and statically solid attachment of The banister structure LINK Anchor channels, steel, hot dip galvanised Bolt Steel Material Standart Zinc coat Steel FK.6 or 8.8 DIN EN ISO and DIN EN ISO 03 FV: 0 µm GVs: 1 µm Hexagonal nut Steel FK 5 or FK 8 DIN EN and DIN EN ISO 03 FV: 0 µm GVs: 1 µm Washer Steel DIN EN ISO 7089, 7093 or 7090 FV: 0 µm GVs: 1 µm LINK Anchor channels, stainless steel Stainless steel Material Standart Zinc coat Channel Profile (S35JR) DIN EN FV: µm Ribbed-head anchor Reinforcing steel BSt 0S DIN 88 FV: µm 30
34 PLK Handrail Connections LINK PLK Anchor channels and bolts Dimensions PLK [] Dimensions PLK-K [] LINK bolts d h I1 I I d h I1 / I d h Type 5 33 PLK 5/ / /33 M1x0 M16x 9 30 PLK 9/ / /33 M1x0 M16x 0 5 PLK 0/ / /5 M1x0 M16x0 38 PLK 38/ / /17 PLK Handrail Connections Corner Piece 5 17 M1x0 M16x0 Materials: FV = Steel S35JR, hot-dip galvanised A= Steel, stainless 1.571/1.0/1.01 Bolt Placement: Short Element Dimensions []: = 90 31
35 PLK Handrail Connections / Dimension PLK Handrail Connections Fastening with 1 bolt Fastening with bolts bolt PLK Anchor channel PLK bolt PLK Anchor channel PLK e e hp h hp e e a 5 The maximum acceptable force is comprised of a horizontal component N and a vertical component V. Thus the vertical load V, which acts as a transverse load for the channels, is limited for all the profiles as per the table presented below left. V Ed N Ed F Ed Concrete C0/5 F Ed = N Ed + V yed < F Rd V Ed V Rd Design values of acceptable connection moments M [knm] and load capacity F [kn] per PLK - screw Rd Rd Dimension e h [] [] F Rd [kn] F Ed Mounting type < 80 A 80 B C PLK PLK PLK 38/17 0/5 9/30 5/33 38/17 0/5 9/30 5/33 38/17 0/5 9/30 5/ F Ed F Ed Mounting type x 6.3 x 8. x 1.6 x.8 x 7.0 x 9.1 x 1.0 x.5 F Ed F Ed Mounting type Design values of acceptable transverse forces V Rd and edge distancess a r a e a e l Profile per channel [kn] a r [] a e [] Design values of the load capacity F Rdand MRd Bolts Type Steel Grade 8.8 PLK Bending moment per screw a r 5 V Ed per channel 38/17 0/ Thread 9/30 5/ M1 M16 F Rd [kn] 7,,5 M Rd [Nm] 61, 155, 3
36 PLT Anchor Channels The technically perfect solution for attaching trapezoidal steel sheet to concrete with LINK PLT Anchor channels and self-tapping screws has today become a standard solution for construction specialists. PLT Anchor Channels Material / Corrosion protection FV = Steel S35JR, hot-dip galvanised A= Stainless steel 1.571/1.0/1.01 Hot-dip galvanised FV: Dipped in a galvanising bath at temperature of approx. 60 C, a method used primarily for open-profile channels. LINK PLT Anchor channels, steel hot dip galvanised Steel Material Standard Zinc coating Channel profile Anchor Y, U ( S35JR ) DIN EN FV: µm LINK PLT Anchor channels, steel hot dip galvanised Material Stainless Steel Standard Channel profile 1.01, 1.0 o DIN EN Anchor Y, U 33
37 Model Selection - Identification Model selection - Identification PLT 60//3 PLT 60//6 Configuration Y 60 Configuration U Configuration Y Configuration U ,5 63,5 Profile cross-section A Moment of inertial y / Moment of resistance W y Profile weight with anchors,81 cm² 1,13 cm / 0,71 cm³,9 cm² ³ 1,8 cm / 1,7 cm,9 kg/m, kg/m,5 kg/m,6 kg/m Anchor spacing: U and / or Y 75 L = Model Selection - Identification U3 and / or Y L = 3000 Dimensions in Materials: FV = Steel S35JR, hot-dip galvanised A = Stainless steel 1.571/1.0/1.01 3
38 Statics Maximum design load-carrying capacity F Ed p p F Ed p p p p p p FEd q Ed p = s s p = s/ s s max. uniformly distributed load Profile PLT Anchor spacing s [] max. F Ed [kn] max. F [kn] q [kn/m] Ed Ed,6 3,5 15,5 60 / / 3 7,0 3,5 6,6 p = s p = s / 7,0 3,5 15,5 60 / / 6 7,0 3,5 6,6 N Ed + F xed + F yed max. F Ed Concrete C0/5 Maximum distance with utilisation of maximum load as per table 1 Profile PLT Minimum interaxial spacing and edge distance a a a r a e a f h b PLT 60/// ///6 [] [] [] [] [] Type Y Type U nom c nom c Statics ar a ar a e a f min b b a e d 1 If the channels are arranged so that the anchors of neighboring channels are mutually shifted around by min. 5 cm, the axis distance a may be reduced to 8 cm. If the admitted anchor force is not fully utilized the edge distance a r may be reduced to: F ar1 = x ar 5 cm 3,5 F= prev. anchor force without partial safety coefficient in [kn] With full extent of utilization of the anchor force the last anchor must be at least 9 cm away from the edge. With full extent of utilization of the anchor force both»final anchors«must have a mutual distance of at least 15 cm. Arises from the geometry of the anchor and the necessary concrete cover c acc. to DIN 105 1: Minimal construction unit width with arrangement of a channel. nom 35
39 Application Heavy Channel Toothed channel for high vertical loads Application Pre-cast cladding 36
40 Application Curtain walling and windows Canopies and balconies Application 37
41 Application Mechanical applications Application 38
42 References Date: 010 Application Photos Location: Bursa Project: BURSA RAY Date: 009 Application Photos Location: İstanbul Project: RIXOS BOMONTI TOWER References Date: 010 Location: İstanbul Application Photos Project: ASTAY PROJECT 16/9 Date: 009 Application Photos Location: Bulgaria Project: SERDICA CENTER 39
43 Sector / Products LINK Mechanical Group Air Duct Connection Systems CPVC Pipe and Fittings Systems Grooved Coupling and Fittings Systems Pipe Hanger and Support Systems Sound and Vibration Control Systems LINK Construction Group Construction Profiles and Fittings Systems Sound and Vibration Control Systems Sector / Products LINK Industrial Group Industrial Framing Channels Pipe Hanger and Support Systems LINK Railway Group Rail Fastening Systems 0
44 Notes:
45 Notes:
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs
HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast Anchor version HUS-A 6 Screw with hex head HUS-H 6 Screw with hex head HUS-I 6 Screw with hex head Benefits - Quick and easy setting - Low
More informationHilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146. 1-800-879-8000 www.hilti.com
Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,
More informationHUS-HR Stainless steel Concrete Screw A4 316. CE conformity. Corrosion resistance. European Technical Approval
HUS-HR screw anchor Anchor version Benefits HUS-HR Stainless steel Concrete Screw Quick and easy setting Low expansion forces in base materials Through fastening Removable Forged-on washer and hexagon
More informationHVU with HAS/HAS-E rod adhesive anchor
HVU with HAS/HAS-E rod HVU with HAS/HAS-E rod adhesive anchor Mortar system Benefits Hilti HVU foil capsule HAS HAS-R HAS-HCR rod - suitable for non-cracked concrete C 20/25 to C 50/60 - high loading capacity
More informationLEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
More informationEuropean Technical Assessment ETA-10/0153 of 10/06/2015
ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet ww.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of
More informationEUROPEAN ORGANISATION FOR TECHNICAL APPROVALS
E TA TECHNICAL REPORT Design of Bonded Anchors TR 29 Edition June 27 EUROPEAN ORGANISATION FOR TECHNICAL APPROVALS TABLE OF CONTENTS Design method for bonded anchors Introduction..4 1 Scope...2 1.1 Type
More informationInstallation guide for the SafeLine type anchorage device. Tested in compliance with EN 795: 1996. No.: SE-...
Installation guide for the SafeLine type anchorage device Tested in compliance with EN 795: 1996 No.: SE-... Version: 09.10.2008 SE 67 Subject to technical alterations! Contents 1. General information
More informationPITCHED ROOF STRUCTURES
PITCHED ROOF STRUCTURES for framed and frameless photovoltaic modules Needed tools and materials: cordless screwdriver 10mm and 13mm spanners 5mm Allen key bolts, screws and tools for fixing the system
More informationHSL-3 Heavy duty anchor carbon steel. Anchor Fastening Technology Manual HSL-3. Heavy duty anchor. Version 2015-09 09 / 2015 1
Anchor Fastening Technology Manual HSL-3 Heavy duty anchor HSL-3 Heavy duty anchor Version 2015-09 09 / 2015 1 HSL-3 Heavy duty anchor, Anchor version Sizes Benefits HSL-3 Bolt version Threaded rod version
More informationCable Trays Technical Instructions & Specifications
Cable Trays Technical Instructions & Specifications Products Catalogue Objective and Structure The company s main objective is the supply of quality products, with respect to: practical design increased
More informationlindab duct suspension & support system Duct suspensions & Support systems
lindab duct suspension & support Duct suspensions & Support s lindab duct suspension & support Content Duct suspensions & Support s Duct suspension Duct suspension FB... DRSN... 0 DRSNR... 0 Channels and
More informationEuropeiskt Tekniskt Godkännande European Technical Approval
SITAC Box 553 SE 371 23 Karlskrona SWEDEN MEMBER OF EOTA Tfn.: +46-(0)10-516 63 00 Fax: +46-(0)455-206 88 E-mail: info@sitac.se Europeiskt Tekniskt Godkännande European Technical Approval ETA-12/0257 Handelsnamn
More informationSECTION 15140 - PIPE HANGERS AND SUPPORTS
Part I - GENERAL 1.01 SECTION INCLUDES A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the
More informationHUS-HR, CR Screw anchor, stainless steel
HUS-HR, CR Screw anchor, Anchor version HUS-HR 6 / 8 / 10 / 14 Stainless steel concrete Screw with hexagonal head HUS-CR 10 Stainless steel concrete screw with countersunk head Benefits - High productivity
More informationMachine devices, jig devices
Machine devices, jig devices 853 K0697 Rolled thread studs DIN 6379 Material: Tempered steel. KIPP Rolled thread studs DIN 6379 Order No. D L B1 B2 Approx. weight g Surface finish: Thread rolled. Class
More informationHUS-V Screw anchor. HUS-V Screw anchor. Basic loading data (for a single anchor) Mean ultimate resistance
HUS-V Screw anchor Anchor version HUS-V 8 / 10 Carbon steel concrete screw with hexagonal head Benefits - High productivity less drilling and fewer operations than with conventional anchors - Technical
More informationDraft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
More informationTZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE
SECTION 2.2 PAGE 1 / 9 l DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind and seismic tension and shear loads
More informationHilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor
Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor Supplement to Hilti North American Product Technical Guide Volume 2: Anchor Fastening Technical Guide 2011 Edition 3.3. KWIK
More informationHPM Rebar Anchor Bolt. For bolted connections. Technical Manual. European Technical Approval ETA-02/0006. Version: Peikko Group 01/2015
HPM Rebar Anchor Bolt For bolted connections European Technical Approval ETA-02/0006 Version: Peikko Group 01/2015 Technical Manual HPM Anchor Bolt For bolted connections System benefits Standardized and
More informationConnection Solutions
Connection Solutions DESIGN BUILD SYSTEM Connection Solutions for Cold formed Steel Construction Complies with; AS/NZS 4600:2005 AISI S100:2007 AS/NZ 1397 ASTM A653 DESIGN & BUILD SYSTEM FRAMECAD Construction
More informationThe following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.
The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16. Please refer to the publication in its entirety for complete details on this product
More informationDock Hardware & Accessory Products Catalog
Dock Hardware & Accessory Products Catalog Product Page # Product Page # Angle Brackets/Clips 8 Back Up Plate 5 Backing Plate/Hurricane Stop 10 Carriage Bolt Sets 4 Chain Retainer 10 Connector Pin Set
More informationTwo most common lock nut groups: 1-Prevailing Torque Type Lock Nuts:
Two most common lock nut groups: 1. PREVAILING TORQUE a design feature of the lock nut produces friction between threads of mated components thereby increasing the force needed to tighten as well as loosen
More informationPPM High-Strength Anchor Bolt
PPM High-Strength Anchor Bolt For bolted connections Version: Peikko Group 05/2015 Technical Manual PPM High-Strength Anchor Bolt For bolted connections Standardized, tested and widely approved high-strength
More informationMECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following.
MECHANICS OF SOLIDS - BEAMS TUTOIAL 1 STESSES IN BEAMS DUE TO BENDING This is the first tutorial on bending of beams designed for anyone wishing to study it at a fairly advanced level. You should judge
More informationDiameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.
P-5 The P-5 is hot forged from carbon steel. The formed head provis spherical seating that the Lifting Eye engages, while a disc-shaped foot is embedd in the concrete. Due to its being a forged part, the
More informationINSTRUCTIONS FOR USE
2/2013 ANCHOR BOLTS INSTRUCTIONS FOR USE - Threaded rebars ATP, AHP, AJP - Threaded high strength steel bolts ALP-L, ALP-P, AMP ATP AHP ALP-L ALP-P AMP Eurocode design according to EN1993-1-8 (2005) &
More informationHighly flexible couplings
Construction and operation 8.03.00 Instructions for installation 8.03.00 Types of stress 8.04.00 Diagrams for static deformation of the coupling ring 8.05.00 Coupling size 8.07.00 Examples of combinations
More informationIsover HVAC Application Handbook Installing fire protection insulation to metal ductwork
Isover HVAC Application Handbook Installing fire protection insulation to metal ductwork HVAC - Fire protection of metal ductwork Fire protection Thermal insulation Isover ULTIMATE TM Protect - Fire protection
More informationStructural Failures Cost Lives and Time
Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one
More informationHilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146. 1-800-879-8000 www.hilti.com
Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,
More informationDetailing of Reinforcment in Concrete Structures
Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For
More informationSafe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
More informationHORIZONTAL INSTALLATION
THERMO/SOLAR Žiar s.r.o. MANUAL FOR INSTALLATION PV SUPPORTING FRAMES HORIZONTAL INSTALLATION Technical alternation reserved A1410 1 12/2014 CONTENT ORD.NO. PAGE Mounting information 3 Mounting, flat roof
More informationEmbedded Parts Introduction - Anchors
In the plant construction or process plants such as chemical, petrochemical, gas or power plants various disciplines are brought into contact and built on each other. Civil, mechanical, electro technical
More informationResidential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
More informationPRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE. By H P Gupta & D K Gupta
PRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE By H P Gupta & D K Gupta DIFFERENT TYPES OF DAMAGES 1.Minor cracks 0.5 to 5 mm wide in load or non-load bearing walls 2.Major
More informationTubular connection elements
KIRÁY TRING KFT H-1151 udapest Mogyoród útja 12 14tel: 061307-3801 Tubular connection elements 429 KIRÁY TRING KFT H-1151 udapest Mogyoród útja 12 14tel: 061307-3801 Technical information on the tubular
More informationStructural Bolting. Notice the Grade 5 has a much smaller head configuration and a shorter shank then the A325 structural bolt. Rev.
Structural Bolting ASTM A325 and ASTM A490 are the two U.S. standard structural bolts. When looking at the mechanical requirements of bolts it appears that an ASTM A325 and SAE J429 Grade 5 are identical
More informationCross-beam scanning system to detect slim objects. 100 mm 3.937 in
891 Object Area Sensor General terms and conditions... F-17 Related Information Glossary of terms... P.1359~ Sensor selection guide...p.831~ General precautions... P.1405 PHOTO PHOTO Conforming to EMC
More informationSchlüter -KERDI-BOARD Substrate, structural panel, bonded waterproofing
Substrate, structural panel, bonded waterproofing The universal substrate for tiles Perfect covering No matter whether you work with mosaics or large format tiles, an absolutely level substrate with straight
More informationHilti HIT-HY 150 MAX with rebar
Hilti HIT-HY 150 MAX Injection mortar system Hilti HIT- HY 150 MAX 330 ml foil pack (also available as 500 ml and 1400 ml foil pack) Static mixer rebar BSt 500 S Benefits - suitable for non-cracked and
More informationArmanet BEKAERT. Armanet THE CONSTRUCTIVE IDEA. Render & plaster reinforcing mesh @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@ @@@
BEKAERT Armanet THE CONSTRUCTIVE IDEA Armanet Render & plaster reinforcing mesh Armanet Renovation Product specification Insulation Reinforcing Mesh Armanet is a heavily galvanized welded mesh used for
More informationEuropean Technical Approval ETA-10/0153
ETA-Danmark A/S Kollegievej 6 DK-2920 Charlottenlund Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 10 of the Council Directive 89/106/EEC
More informationHALFEN ANCHOR BOLT SYSTEMS Z-HGB 15-E CONCRETE
HALFEN ANCHOR BOLT SYSTEMS Z-HGB 15-E CONCRETE Translation of original German text not checked by Bautechnik Certificate of Approval PUBLIC INSTITUTION Approval Body for Construction Products and Methods
More informationfor HACA fixed two-rail ladders with / without rear safety guard and fall arrest system
Instructions for assembly and use for HACA fixed two-rail ladders with / without rear safety guard and fall arrest system Englisch Please read before assembling! Caution: incorrect assembly can lead to
More informationThe following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow.
9.2 One-way Slabs This section covers the following topics. Introduction Analysis and Design 9.2.1 Introduction Slabs are an important structural component where prestressing is applied. With increase
More information7Čå.e.279(1Ì HEAVY DUTY ANCHOR
HEAVY DUTY ANCHOR HEAVY DUTY ANCHOR - HOW TO CHOOSE Produkt Product ETA ETA Strana Page Beton Concrete Cracked concrete Kámen Stone Plná cihla Solid brick Hollow brick bloky Hollow concrete block / Heavy
More informationKIRÁLY TRADING KFT H-1151 Budapest Mogyoród útja 12-14 tel: 061307-3801 Email_pzoli@kiralytrading.hu. Clamps Clamping devices
04000 Clamps Clamping devices 23000 22000 21000 20000 09000 08000 07000 06000 05000 04000 03000 02000 01000 297 04010 Adjustable straps Tempered steel 1.1191 Black oxide finish nlm 04010-101 Suitable thrust
More informationCPA Steel Stud Framing Page 1 of 11
CPA Steel Stud Framing Page 1 of 11 STEEL STUD FRAMING General Requirements City of Palo Alto (CPA) Building Inspection Division 285 Hamilton Ave. Inspection Request: 650 329-2496 Building Division IVR#
More informationPART 1 GENERAL 1.1 SECTION INCLUDES
J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including
More informationSTRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM
Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally
More informationEuropean Technical Approval ETA-12/0500
ETA-Danmark A/S Kollegievej 6 DK-2920 Charlottenlund Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 10 of the Council Directive 89/106/EEC
More informationCardok Sàrl CP37 CH-1295 Tannay Switzerland Phone: 0041 22 77 66 051 info@cardok.com
CARDOK CARLIFT Fast access to underground garages Fast, Silent, Discreet, Design, High-Tech Installation to replace an access ramp on private property Dimensions: (Built to measure, all dimensions can
More informationOwner's Manual & Assembly Instructions
Owner's Manual & Assembly Instructions PM01 BASE KIT Model No. FDN1014 717090311 CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES TO AVOID A MISHAP. FOR SAFETY
More informationUncovered Decks & Porches
Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
More information9. Direct screwing into plastics and metal
9. Direct screwing into plastics and metal 9.1 Direct screwing into plastics The use of plastics is gaining in importance through new application possibilities. Optimised thread pitch Advantages here are
More informationSERIES NG 1800 STRUCTURAL STEELWORK
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 2 NOTES FOR GUIDANCE ON THE SPECIFICATION FOR HIGHWAY WORKS SERIES NG 1800 STRUCTURAL STEELWORK Contents Clause Title Page NG 1800 (08/14) General
More informationHS-Steel-Classic. Curing chambers for the concrete block industry in a proven steel version
ANLAGENTECHNIK HS-Steel-Classic Curing chambers for the concrete block industry in a proven steel version + special galvanising + simple assembly due to snap-in connections and building kit system We build
More information(English language translation, the original version is in Czech language) DEWALT PTB-PRO. DeWalt Black-&-Decker Str. 40 65510 Idstein Germany
TECHNICKÝ A ZKUŠEBNÍ ÚSTAV STAVEBNÍ PRAHA, s.p. Prosecká 811/76a CZ-190 00 Praha 9 Tel.: +420 286 019 458 Internet: www.tzus.cz Authorised and notified according to Article 10 of the Council Directive
More informationSOHOline and SOHO Slimline The SOHOline and SOHO Slimline offer a modular, sturdy and compact design
SOHOline and SOHO Slimline The SOHOline and SOHO Slimline offer a modular, sturdy and compact design Ideal installation for; Offices Branch Offices Schools Computer Aided Classes Government Offices Hotels
More informationModular Locomotive System Instruction Manual for HBK8 George Body Kit
Modular Locomotive System Instruction Manual for HBK8 George Body Kit Roundhouse Engineering Co. Ltd. Units 6-10 Churchill Business Park. Churchill Road, Wheatley. Doncaster. DN1 2TF. England. Tel. 01302
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationUNIVERSAL RAILING, STEEL
RAILINGS Page Universal Railing, steel 108-109 Large Module Railing, steel 110-111 Allround Railing, aluminium 112-113 Module Railing, aluminium 114-115 Standard Type Railing, aluminium 116-117 107 UNIVERSAL
More informationTimber Decks. Technical Note. March 2007
Timber Decks Technical Note. March 2007 This Technical Note contains general information for residential timber decks and floor frame structures for veranda s, patios etc which are exposed to the weather.
More informationRPV - RP - RA air handling units
APPLICATIONS Heating, ventilation, cooling >> FACTORIES >> WAREHOUSES >> HALLS >> DISTRIBUTION CENTRES >> COMMERCIAL PREMISES >> PLACES OF WORSHIP RPV - RP - RA air handling units www.reznor.eu RPV - RP
More informationHALFEN CAST-IN CHANNELS HZA-PS 09 CONCRETE
HALFEN CAST-IN CHANNELS HZA-PS 09 CONCRETE HALFEN cast-in channels The Benefits at a Glance ffering easy reliable and excellent O adjustment, HALFEN cast-in channels save considerable installation time
More informationEurooppalainen tekninen hyväksyntä ETA 01/0003. Sormat Oy Harjutie 5 FIN 21290 Rusko. Sormat Oy Harjutie 5
VTT VALTION TEKNILLINEN TUTKIMUSKESKUS PL 1000 (Lämpömiehenkuja 2) 02044 VTT, FINLAND Puh. +358 20 722 4911 Faksi +358 20 722 6251 Rakennustuotedirektiivin (89/106/EEC) artiklan 10, neuvoston direktiivi
More informationPuddle Flange. FRANK Puddle Flange
Puddle Flange FRANK Puddle Flange The problem Problems keep on occurring when connecting pipes during construction work. Pipes laid in the ground must be introduced into concrete walls or shafts. In many
More informationDESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,
DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared
More informationEurocode 4: Design of composite steel and concrete structures
Eurocode 4: Design of composite steel and concrete structures Dr Stephen Hicks, Manager Structural Systems, Heavy Engineering Research Association, New Zealand Introduction BS EN 1994 (Eurocode 4) is the
More informationSERIES ASM NEOPRENE/EPMD FLANGED SINGLE SPHERE CONNECTOR CONNECTORS. Pressures to 225 PSIG (15.51 barg) Temperatures to 230ºF (110ºC)
APPLICATIONS Process Industry Weak Acids Alkalies Compressed Air Pulp & Paper MODELS ASM - Flanged Connection OPTIONS Control Rods Oil & Gas Water & Waste Pump suction & discharge Sea water Chemical lines
More informationSECTION 26 05 49 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS
SECTION 26 05 49 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes seismic restraints and other earthquake-damage-reduction measures for electrical
More informationICC-ES Evaluation Report
ICC-ES Evaluation Report ESR-2369 Reissued May 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
More informationFormwork Direct International Ltd Phone No +44 (0151) 532 0179 Fax no +44 (0151) 523 8330 E-Mail: sales@formworkdirect.co.
Tie Rod & Formwork s well as containing our comprehensive range of Formwork Tie Sytems; this section also covers our market leading Rapidobat Column Former. Exclusive also to Formwork Direct are innovations
More informationTARIFF CODE and updates standard
TARIFF CODE and updates standard No HS CODE AHTN CODE PRODUCT DESCRIPTION PRODUCT TYPE STANDARDS IDENTIFIED 7207 Semi finished products of iron or non alloy steel Containing by weight less than 0.25% of
More informationRakennustuotedirektiivin (89/106/EEC) artiklan 10, neuvoston direktiivi 21. joulukuuta 1988, mukaisesti notifioitu tuotehyväksyntälaitos EOTAN JÄSEN
VTT Expert Services Oy PL 1001 (Kemistintie 3) 02044 VTT Puh. + 358 20 722 4911 Telekopio +358 20 722 7003 Rakennustuotedirektiivin (89/106/EEC) artiklan 10, neuvoston direktiivi 21. joulukuuta 1988, mukaisesti
More informationMechanical arms, belts and sheets
Car parks Mechanical arms, belts and sheets DETAIL ARM CAR PARK (mm) 5000 Platen 100x5mm Iron sheets 4mm 5000 485 2100 Belts type C 120x50x2 mm 4915 5400 Hot dipped galvanized UNE-EN ISO 1461 or black
More informationSolar Mounting System
Xiamen Antai New Energy Tech.Co., Ltd Installation Manual Antai Rail Solar Mounting System (Flat Roof Solution) Version 1.1 Office Add: 508#, North Tower, Guangxia Building Huli Torch Hi-tech Zone, Xiamen,
More informationINSTALLATION AND OPERATING INSTRUCTIONS For Model GL1 Gate Locks
Securitron Magnalock Corp. www.securitron.com ASSA ABLOY, the global leader Tel 800.624.5625 techsupport@securitron.com in door opening solutions INSTALLATION AND OPERATING INSTRUCTIONS For Model GL1 Gate
More informationRPS - sales@rpssolar.com - 858 755 4505-12478 San Bruno Cove, San Diego, CA 92130
RPS - sales@rpssolar.com - 858 755 4505-2478 San Bruno Cove, San Diego, CA 9230 SWH Solar Mount Rail R-MR-SW-SR-0.5, R-MR-SW-SR-2, R-MR-SW-SR-4, R-MR-SW-SR-4B, R-MR-SW-SR-7 Part No. MR-SW-SR-0.5, MR-SW-SR-2,
More informationRELAZZO DECKING THE TERRACE. INSTALLATION GUIDE. Construction Automotive Industry. REHAU R20680 EN 05.2015 www.rehau.com/relazzo
Construction Automotive Industry RELAZZO DECKING THE TERRACE. INSTALLATION GUIDE REHAU R20680 EN 05.2015 www.rehau.com/relazzo Scan the QR code and learn more: RELAZZO DECKING THE TERRACE. Installation
More informationField Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China
Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147
More informationC O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S
C O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S January 2009 Issue 6 Valu Guide Brackets The Ultimate in Adjustability and Cost Savings Valu Guide brackets are part of a family
More informationProduct Catalogue HW-B150H
Product Catalogue Content 1 Coverage and Terminology... 4 1.1 Design Standards... 4 1.2 Load Criteria... 5 1.3 Definition of Terms... 6 1.3.1 Flood Barrier... 6 1.3.2 Flood Height, effective Flood Height,
More informationInstallation information. METTLER TOLEDO MultiRange DW150 / DW150T wall scale
Installation information METTLER TOLEDO MultiRange DW150 / DW150T wall scale DW150 / DW150T wall scale Contents Contents Page 1. Installation... 2 1.1 Preparatory work... 2 1.2 Installing the wall plates
More information(English language translation, the original version is in French language) Hilti HSL-3
Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès Champs sur Marne F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 Autorisé et notifié conformément
More informationPrecision Miniature Load Cell. Models 8431, 8432 with Overload Protection
w Technical Product Information Precision Miniature Load Cell with Overload Protection 1. Introduction The load cells in the model 8431 and 8432 series are primarily designed for the measurement of force
More informationVITOSOL r 200-T SP2A. VITOSOL 200-T Type SP2A
Technical Data Manual Model Nos. and pricing: see Price List Vacuum tube collector based on the heat pipe principle For the utilisation of solar energy VITOSOL r 200-T SP2A Product may not be exactly as
More informationMounting Instructions. Torque Transducer. A0329 3.2 en
Mounting Instructions Torque Transducer T5 T5 Contents 3 Page Safety instructions.............................................. 4 1 Measuring characteristics..................................... 7 2 Mounting.....................................................
More informationFero Angle Support Technology TECHNICAL REPORT. Yasser Korany, Ph.D., P.Eng. Mohammed Nazief
FAST TM SYSTEM Fero Angle Support Technology TECHNICAL REPORT Prepared by: Yasser Korany, Ph.D., P.Eng. Mohammed Nazief August 2013 Executive Summary In this report, the new angle support system developed
More informationSubmittal Information
Wedge SPECIFIED FOR ANCHORAGE INTO CONCRETE Wedge anchs feature a stainless steel expansion clip, threaded stud body, nut and washer. Anch bodies are made of plated carbon steel, hot-dipped galvanized
More informationNew construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations
from New construction foundations don t have to be a headache. The CHANCE Helical Pier Foundation System gives you the performance of concrete without the drawbacks and liabilities of driven piles and
More informationWelded Fabric. The CARES Guide to Reinforcing Steels Part 5. Installation of welded fabric on a major contract. 1.0 Introduction
Welded Fabric 1.0 Introduction Welded fabric, often referred to as mesh, is a machine welded grid arrangement of reinforcing bars or wires. It is covered by British Standard BS4483. This was revised in
More informationGuide rail bracket (for adjustable heads)
(for adjustable heads) Part. 209 40 ø,5 ø10,5 2 2,5 115 15 42 5 11 37 72 4 70 Code 209 / 0754 MATERIALS: Bracket made out of reinforced polyamide black colour. FEATURES: To be used with heads Part.221,
More informationPower Cube Open Source Ecology Page 1. Power Cube. Version 4
Power Cube Open Source Ecology Page 1 Power Cube Version 4 Power Cube Open Source Ecology Page 2 Contents Table of Contents Power Cube... 1 Contents...2 Introduction... 3 Bill Of Materials...4 Discrete
More informationDryLin ZLW Belt Drive
Belt Drive +50º 0º DryLin toothed belt drives have been developed for the fast positioning of small loads. The linear units with toothed belt drive are corrosion resistant, light and compact, besides having
More informationInjection System VMU. Injection System for non-cracked concrete and brickwork. Threaded Stud VMU-A for concrete and brickwork
Injection System for noncracked and brickwork Injection System VMU Threaded Stud VMUA for and brickwork VMUIG for and brickwork Threaded Stud VMA meter length, to be cut to the required length Threaded
More information