DEMU FIXING ANCHORS NEW! DEMU-FIX 14-E. ETA approvals for: T-FIXX anchors ETA-13/0222 Bolt anchors ETA-13/0401 CONCRETE

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1 DEMU FIXING ANCHORS DEMU-FIX 14-E CONCRETE NEW! ETA pprovls for: T-FIXX nchors ETA-13/0222 Bolt nchors ETA-13/0401

2 S-05.0 Fixing to timer formwork Niling ing pltes for S-Socket rs: Ø ds mm: Plstic Fixing with nils Ød 25-32mm dss Assemly instructions Instlltion of the connector rs (2 nd concreting phse) Ø d mmm 2012 HALFEN Inst - HBS-05 05/ Ø ds mm: Steel T e recess for sher lods Timer tten to crete recess for sher lods s Niling plte Connector rs 1 st concreting phse 2 nd concreting phse After removing the thred protection cp the connector r HBS-05-A is first screwed in y hnd until it reches the conicl re of the thred. Use n pproprite tool for finl screwing nd tightening (e.g. rtchet or pipe wrench); the connection r must e turned until it is fully screwed into the socket r nd the thred is no longer visile. The conicl end of the socket susequently expnds nd slip free connection etween the socket nd the connector thred is mde; torque wrench is not required s the connection is self-locking. Bent connector r Socket r HBS-05-S The sme ssemly procedure lso pplies for ent con- nector rs. When the thred of the socket r (type HBS-05-S) is inserted nd no longer visile, the connec- tor r cn e rotted t lest once more for djust- ment. When turning is continued eyond this point, the two fces of the rs ecome locked. Adjcent rers, formwork prts or other ojects my ostruct rottion. on. The ent connector r cn only e turned if it cn e freely rotted. rotted Bent connector r HBS-05-AG Lietuv Polski Nederlnds English INTEGRATION DEMU METAALINDUSTRIE / HALFEN Integrtion of DEMU Metlindustrie into HALFEN As of 1 st Jnury 2012 HALFEN fully integrted the DEMU Metlindustrie B.V. production, sles nd logistics into its orgnistion. Locl HALFEN sles orgnistions in ech country re now lso responsile for the sles nd distriution of DEMU products. HALFEN supplies DEMU products directly to the concrete nd construction industry. Other customers re supplied through locl representtives. DEMU production plnt in Utrecht Qulity gurnteed DEMU qulity mngement is certified ccording to ISO 9001 y Kiw. Technicl support Plese contct us if you require technicl support. The contct informtion for your country cn e found on the inside ck cover. Further informtion cn lso e found online. Plese visit or S-05 Assemly instructions HBS-05 01/12 Deutsch Incorporting DEMU Metlindustrie B.V. sles within HALFEN requires DEMU ordering numers to e replced y HALFEN ordering numers. Plese er this in mind when ordering. Português English Plese contct us for further ctlogues nd ssemly instructions. Clcultion softwre nd current price lists re lso ville HALFEN DEMU-FIX 14-E

3 DEMU FIXING ANCHORS Contents Systemtic fixing solutions 4 - Appliction exmples 4 - Advntges 5 - Typicl situtions / Lod digrms 6 - Design concept 7 8 Generl technicl informtion 8 - Mteril / Corrosion protection Chnges in the product rnge T-FIXX nchors 12 - Generl informtion 12 - T-FIXX 13 Bolt nchors P Br nchors / 3016 / 3010 / 1980-S / 1988-S / 1554 / Bending of r nchors 31 Socket nchors 32 - VEMO Socket nchors Accessories 34 - Fixing pins, niling pltes, seling cps, thred dpters Instlltion instructions 36 - Fixing nchors, ccessories Fixing components ssemly instruction 38 - Generl informtion / Determining olt length 38 Softwre 39 - Clcultion sics / Aout the DEMU softwre Tender text 41 - Clcultion exmple 42 Contct HALFEN DEMU-FIX 14-E 3

4 SYSTEMATIC FIXING SOLUTIONS Appliction Exmples FIXING OF BALCONY RAILINGS FIXING AND ADJUSTING PRECAST ELEMENTS CAST-IN FIXING ANCHORS INSTALLATION OF FIXING ANCHORS FIXING OF PROPS ON PRECAST ELEMENTS APPLICATION IN PRECAST ELEMENTS FOR STADIUMS FIXING OF SEATS FIXING OF BRIDGE RAILINGS Photo: Romein Beton HALFEN DEMU-FIX 14-E

5 SYSTEMATIC FIXING SOLUTIONS Systemtic Fixing Solutions The dvntges t glnce DEMU Fixing nchors with internl thred re intended to e used for permnent nchorges under predominntly sttic ctions or qusi-sttic ctions in reinforced nd unreinforced norml weight concrete from strength clss C20/25 to C50/60. They my e used in crcked or non-crcked concrete for trnsmission of tensile lods, sher lods or comintion of oth. T-FIXX Bolt nchor Br nchor Socket nchor Lods Medium lod cpcity High lod cpcity High lod cpcity Low lod cpcity Appliction high/medium lods ner edges pplictions (up to high strength concrete) thin elements lod cpcity of concrete decisive norml strength concrete high lods use in full concrete (without influence of edges) high steel strength required up to high strength concrete high tension lods (pullout) use in frontside of thin elements (deep emedment required) high steel strength required up to high strength concrete low lods temporry fixings fixings without structurl significnce Exmples for typicl use Design concept / Clcultion fixing of rilings for lconies, ridges fixing of utility equipment or power lines, instlltion rckets fixing of stdium sets fixing of steel stirs or ldders fixing of connection etween precst elements ccording to CEN/TS /2 fixing of rilings for lconies, ridges fixing of utility equipment, power lines, instlltion rckets fixing of stdium sets fixing of steel stirs or ldders ccording to CEN/TS /2 fixing of rilings for lconies, ridges fixing of utility equipment, power lines, instlltion rckets fixing of stdium sets fixing of steel stirs or ldders ccording to EN (chpter 8.4) / NEN 6720 rt. 9.6 nd 9.16 fixing of push pull props on precst elements fixing of windows fixing of mchines on foundtion (without dynmic loding) temporry rcing of precst elements Clcultion Softwre ETA pprovl 2014 HALFEN DEMU-FIX 14-E 5

6 SYSTEMATIC FIXING SOLUTIONS Typicl Situtions / Lod Digrms Lod ehviour In order to clrify the lod ehviour nd dvntges of the different fixing nchor types in different situtions, the following gives short overview of the min pplictions. The lod ehviour i.e. the lod cpcity s function of different concrete clsses of certin types of T-FIXX is compred with the cor- responding types of DEMU Bolt nchors 1988, s illustrted in the digrms. A detiled clcultion of the lod ehviour (with ll its project spe - cific influences such s the concrete strength, edge distnces, etc.) cn e done with the help of the soft - wre ville from HALFEN / DEMU ( see chpter Softwre, pges 39 42). DEMU Bolt nchor T-FIXX Fixing nchor emedded in full concrete (without edge influence) Sitution 1: The lod cpcity of concrete is decisive, higher steel strength of olt nchors compred to T-FIXX does not increse the lod ering cpcity N Rd of the nchoring system. Only the concrete strength nd the effective nchoring length govern the lod cpcity of the system. Exmple: Short emedment length of fixing nchor (thin element) Sitution 2: The lod cpcity of the steel is decisive, steel strength governs the lod ering cpcity of the nchoring system. Steel lod cpcity of T-FIXX is fully chieved, thus in contrst to olt nchor incresing concrete strength does not llow higher vlues for N Rd. Exmple: Long emedment length of fixing nchor, high strength concrete Top view: Screw nd fixture in nchor emedded in full concrete NRd [kn] NRd [kn] Sitution Digrm shows qulittive progression T-FIXX M M20 90 Concrete C20/25 C30/37 C40/50 C50/60 C25/30 C35/45 C45/55 Sitution 2 Digrm shows qulittive progression T-FIXX M M Concrete 0 C20/25 C30/37 C40/50 C50/60 C25/30 C35/45 C45/55 Ner edge nchor fixing Sitution: The lod cpcity of concrete is decisive, higher steel strength of olt nchors compred to T-FIXX does not increse the lod ering cpcity N Rd of the nchoring system. Only the concrete strength nd the effective nchoring length govern the lod cpcity of the system. Exmple: Fixing nchor ner edges 60 mm Top view: Screw nd fixture in nchor emedded ner the edge of the concrete element NRd [kn] Digrm shows qulittive progression T-FIXX M M Concrete C20/25 C30/37 C40/50 C50/60 C25/30 C35/45 C45/ HALFEN DEMU-FIX 14-E

7 SYSTEMATIC FIXING SOLUTIONS Design Concept Design concept Plnning stndrds pply for the whole of the Europen Union The Europen stndrd CEN/TS ws issued in 2009 nd covers the design method for Design of fstenings for use in concrete. This pprovl stndrd represents current stte of the rt technology stndrds nd my e used in ll pplictions. To pply the Europen clcultion method, product specific vlues such s lod ering cpcities re necessry. These nd further specil regultions for dimensioning re included in the DEMU clcultion softwre. This clcultion method is supported y comprehensive user-oriented nd esy-to-use design softwre. Wht is the CEN/TS ? A Europen CEN stndrd ws creted with the im of stndrdising the dimensioning of fstenings in concrete to common sis. Cst-in fixings such s heded fsteners s well s post-instlled nchors re regulted in this stndrd. The stndrds committee CEN / TC 250 / SC 2 / WG 2 Design of fstenings for use in concrete ws founded in 2000 with memers from nine Europen ntions. In 2009, the set of regultions ws pulished s CEN / TS , TS Technicl Specifiction. This is preliminry stndrd with the im of conversion to Europen stndrd. With its puliction this stndrd represents stte of the rt technology nd my e used in prctice. This preliminry CEN / TS stndrd hs five prts: Generl Heded olts Anchor chnnels Dowel Mechnicl Dowel Chemicl With the switchover to one stndrd, this technicl specifiction will ecome prt of the Europen Concrete Stndrd EN1992. With the puliction of the ETA for T-FIXX nd DEMU Bolt nchors in 2013, the puliction of ll resources nd documents s well s personl consulttions, the future is lredy eing prepred. CEN / TS cn e used if technicl specifiction is ville for the fixings, which confirms the suitility of the product nd contins the chrcteristic vlues necessry for dimensioning fixing. For uilding products, ETA (Europen Technicl Approvl) represents this document. The Europen Technicl Approvl is confirmtion of the usility of uilding product s defined y the Construction Products Directive (CPD) / Regultion (CPR). The ETA is sed on tests, ssessments nd technicl evlution y expert odies ppointed y the memers of the EOTA. It comprises ll product chrcteristics which re significnt for complince with sttutory requirements in the memer sttes, wherey the relevnt requisite performnce level my differ ntionlly or my depend on the intended purpose. The resistnces to steel filure re listed in the Europen Technicl Approvl. The lod ering cpcities re provided with dimensioning equtions. Here ll influences on the lod ering cpcity of the fixing nchor re tken into considertion. The DEMU Fixing nchors my e used in ll concrete strength clsses from C20/25 to C50/60. The plnned strength is incorported in the verifictions. The flexile dimensioning concept llows for the development in reinforced concrete construction towrds using even lower component thicknesses with higher concrete strengths. For exmple, the resistnce to concrete filure is 55 % higher in concrete of strength clss C50/60 thn in concrete of strength clss C20/25. It is therefore possile to compenste lower edge distnces with higher concrete strength HALFEN DEMU-FIX 14-E 7

8 SYSTEMATIC FIXING SOLUTIONS Design Concept Verifiction method ccording to CEN/TS Required verifictions ccording to CEN/TS Tensile stress Trnsverse stress Type of filure Verifiction Type of filure Verifiction steel filure of fstener Steel filure of fstener N Ed N Rd,s V without lever rm Ed V Rd,s Pull-out filure N Ed N Rd,p steel filure of fstener with lever rm V Ed V Rd,s Concrete cone filure N Ed N Rd,c concrete edge filure V Ed V Rd,c Splitting filure N Ed N Rd,sp concrete pry-out filure V Ed V Rd,cp Blow-out filure N Ed N Rd,c Not required for fsteners with c > 0,5 h ef Notes regrding the tle N Ed nd V Ed re tension or sher stress respectively, cting on the fixing nchor. CEN/TS lso regultes dditionl reinforcement; further verifiction must e provided here. Fixing component (olt with stndrd metric thred) hs to e verified sepertely in ccordnce with the customers' plnners dt nd specifictions. GENERAL TECHNICAL INFORMATION Mteril Mteril codings Welding Following revitions nd icons help to illustrte the vrious mterils nd cotings used in this ctlogue: WB GV FV Untreted/mill finished Zinc glvnised Hot-dipped glvnised A4-50 Stinless steel, strength clss 50 A4-80 Stinless steel, strength clss 80 All steel products in this ctlogue re weldle. However, ny welding, including tck welding, to DEMU-products cn negtively influence their mechnicl properties. Welding cn ffect the performnce of the product. If welding in the ppliction is unvoidle, tke the following into ccount: possile chnge in performnce; possile reduction in lod cpcity remove ny coting lyer efore welding, nd ensure welding fumes re sfely extrcted during welding use mndtory protective equipment the customer is responsile for mking sure tht pplicle welding regultions re respected HALFEN nd DEMU re not lile for ny dmge cused to or y DEMU products tht hve een susequently welded HALFEN DEMU-FIX 14-E

9 GENERAL TECHNICAL INFORMATION Mteril nd Corrosion Protection Corrosion protection Glvnising: Zinc glvnising (GV) Zinc glvnising (chromium VI free) with pssivtion tretment is used. The coting thickness is pproximtely 5 8 μm. After glvnising the products re dipped in ichromte solution for pssivtion. The corrosion resistnce is limited nd depends on the immedite environment. All threded zinc glvnized products (T-FIXX nchors, olt nchors, r nchors) hve yellow tint. Therefore the nchors re esily to distinguish from stinless steel types. This does not pply to VEMO socket nchors. Hot-dip glvnising (FV) Hot-dip glvnising cn only e used for the following connectors nd threded nchor types: 1988, 1980-P, 1980-S, 1988-S, 4010, 4030, 1554 nd The connectors re first glvnised y dipping in glvnising th of pprox. 460 C nd then cutting the internl thred. The thred is unprotected. The coting lyer of the susequently instlled hot-dipped glvnised olt provides corrosion protection to the thred on the connector. It is not possile to hot-dip glvnise VEMO socket nchors shown on pges s the sleeves re crimped t one end. According to EN-ISO 1461 the coting thickness is t lest 50 μm. Stinless steel (A4) Chromium is the most importnt lloying element in stinless steel. A specific chromium concentrtion ensures the genertion of pssive lyer on the surfce of the steel tht protects the se mteril ginst corrosion. This explins the high corrosion resistnce of stinless steel. Mteril nd its ppliction Corrosion protection Zinc glvnising (GV) Hot-dip glvnising (FV) Stinless steel (A4) Appliction Clss 1: Insignificnt corrossion exposure / Dry interior rooms Fixing nchors my only e used in structures suject to dry internl conditions (e. g. ccomodtions, ureus, schools, hospitls, shops). Clss 2: Low corrossion exposure Fixing nchors my lso e used in structures in unheted / uninsulted uildings where condenstion my occur (e. g. wrehouses, sport hlls, prking grges), s well s in structures not exposed to rin in outside tmosphere with low level of pollution (mostly rurl res). Clss 3: Medium corrossion exposure Fixing nchors my lso e used in structures suject to externl tmospheric exposure (including industril nd mrine environment) or exposure in permnently dmp internl conditions, if no prticulr ggressive conditions (e. g. permnent, lternting immersion in sewter) exist. T-FIXX mde entirely of stinless steel The T-FIXX A4 is mde entirely of stinless steel; there is no requirement for miniml concrete cover s components cnnot corrode. Ares of ppliction: ridge nd tunnel construction (e. g. fstening of pipes) chemicl industry (e. g. instlltions exposed to ggressive sustnces) reinforced concrete elements with incresed demnds on the concrete cover No ppliction for high corrosion level, when high concentrtions of chlorides, sulphur nd nitrogen oxides re present: For exmple rod tunnels, structures in slt wter nd indoor swimming pools HALFEN DEMU-FIX 14-E 9

10 GENERAL TECHNICAL INFORMATION Chnges in the Product Rnge Chnges since 1 st Jnury 2012 The new DEMU nchor, the T-FIXX, ecme ville on 1 st Jnury It is not socket nchor nd it is not olt nchor it is clever comintion of oth, nd cn e used s replcement for either product type. T-FIXX cn replce mny other socket nchors In terms of lod cpcity T-FIXX cn replce ll types of socket nchors of the sme dimensions nd ecuse of its higher performnce it is possile tht T-FIXX of smller (thred) M-size cn replce lrger socket nchors! This will lso llow smller olt dimeter so the cost for the fixing cn e reduced. Our sles tem cn lso dvise you on further cost effective plnning. In ddition T-FIXX cn lso replce olt nchors in pplictions where the concrete strength is decisive, such s in smll components, smll centre-to-centre distnces or smll edge distnces. DEMU nd HALFEN qulity nd reliility The qulity of our products is very importnt. The new T-FIXX ws tested extensively efore production strted. Using dedicted clcultion progrm engineers cn design sfe nd qulity solution using T-FIXX. The softwre cn e downloded from the HALFEN-, DEMU- or T-FIXX -wesite. In ddition to the demnd for cost-effective products, we recognise tht sfety nd qulity issues re ecoming incresingly importnt in the mrket. HALFEN nd DEMU led the wy in responding to these trends with continued focus on product-innovtion nd qulity. Replcement of some socket nchors Until now DEMU hs provided over 160 different types of socket nchors in its rnge. Since 1936, when the socket nchors were first introduced to the mrket y DEMU, the rnge ws extended to specific customer requests. This resulted in different types of socket nchors with similr performnce. Customers hve indicted tht greter uniformity (fewer types) would e eneficil. With the introduction of T-FIXX s sustitute nchors for our whole rnge, the time hs rrived to revise our nchor rnge. End of production We hve lredy cesed production of types 995 nd 995-A, 1036 nd 1036-A, 1074-A nd the 1168-A. Alterntives for discontinued socket nchors The HALFEN Sles Deprtment cn help you to find suitle lterntive nchors for your pplictions. The overview on the following pge illustrtes replcements for discontinued DEMU Socket nchors. Relile delivery times Effective delivery times re very importnt for HALFEN nd DEMU. Supplying 160 different types from stock in complex mrket is no longer time nd cost-effective. By improving our socket nchors rnge nd our delivery times we cn help increse your productivity. T-FIXX GV nd T-FIXX A4 orders cn nerly lwys e tken from stock. We do this y using CNC production methods for T-FIXX. CNC which cn run 7 dys week, 24 hours dy. This llows us greter flexiility in production nd more efficient delivery times. Softwre HALFEN / DEMU provide n up-to-dte clcultion softwre, which includes vlues for T-FIXX. The softwre cn e downloded free from the following wesites: For technicl support plese contct us. ( see inside ck cover for contct informtion) HALFEN DEMU-FIX 14-E

11 GENERAL TECHNICAL INFORMATION Chnges in the Product Rnge Rnge from 1 st Jnury 2012 Zinc glvnised (GV) T-FIXX (GV) 995-GB (GV) 995-G (GV) 995-DG (GV) 1140 (GV) 1130 (GV) 1036-G (GV) Stinless steel (A4) T-FIXX (A4) 995 (A4) only size M6 995-G (A4) 1140 (A4) 1036-G (A4) T-FIXX A2 products re ville on request (non-stock item). Alterntives to discontinued socket nchors Discontinued socket nchors Alterntives (sme thred dimeter nd length) A T-FIXX (GV nd A4) 995-G (GV nd A4) A T-FIXX (GV nd A4) with niling plte G (GV nd A4) 1074-A T-FIXX (GV nd A4) 1140 (GV nd A4) 1168-A T-FIXX (GV nd A4) with niling plte (GV) 1140 (A4) with niling plte 2275 Becuse of its high perfomnce it is possile tht T-FIXX in smller sizes cn support similr lods to lrger socket nchors! This will lso llow smller olt dimeter nd reduce costs for the fixing HALFEN DEMU-FIX 14-E 11

12 T-FIXX ANCHORS Generl / T-FIXX GV Generl Informtion The DEMU Fixing nchor T-FIXX with Europen Technicl Approvl is n innovtive comintion of socket nchor nd olt nchor. T-FIXX is clculle for ech sitution. 22 stndrd versions/sizes re ville in zinc glvnised (GV) or stinless steel (A4). The zinc glvnised version of the T-FIXX is yellow glvnised (chromium VI free) nd therefore visully distinguishle from the stinless steel types. NEW! T-FIXX GV T-FIXX GV L t screw-in length h ef Anchor description The T-FIXX GV is mnufctured from steel precision tue (strength clss E235). The surfce is zinc glvnised (GV), the internl thred is metric ISO. For identifiction grey plstic dt clip is ttched (t = 2 mm). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. T-FIXX GV incl. dt clip (grey) Dimensions Design lods for tension ➀ d nom x L h ef N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M10 x M10 x M12 x M12 x M12 x M16 x M16 x M16 x M20 x M20 x M20 x The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! HALFEN DEMU-FIX 14-E

13 T-FIXX ANCHORS T-FIXX A4 Minimum llowed element thickness, minimum edge distnces nd spcing c min s min c min cmin cmin Top view: Concrete memer with 2 fixing nchors emedded. Thred size d M 10 M 12 M 16 M 20 Minimum spcing s min Minimum edge distnce c min Minimum element thickness h min h nom + c nom* h nom : emedment depth; c nom : concrete cover * c nom cc. to EN with c nom 20 mm For fixing nchors mde of stinless steel minimum concrete cover c nom = 20 mm is sufficient. T-FIXX A4 T-FIXX A4 L t screw-in length h ef Anchor description The T-FIXX A4 is mnufctured from stinless steel tue (strength clss A4-50). The internl thred is metric ISO. For identifiction white plstic dt clip is ttched (t = 2 mm). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. T-FIXX A4 incl. dt clip (white) Dimensions Design lods for tension ➀ d nom L h ef N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M M M M M M M M M M M The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! 2014 HALFEN DEMU-FIX 14-E 13

14 BOLT ANCHORS Bolt Anchor 1988 GV 1988 GV h ef crimped L l t Anchor description The olt nchor 1988 GV consists of olt (untreted, qulity 8.8) with screwed nd crimped sleeve. The sleeve with internl metric ISO thred is zinc glvnised (GV). The sleeve is mnufctured from steel precision tue. For identifiction grey plstic dt clip is ttched (t = 2 mm). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. Bolt nchor 1988 GV incl. dt clip (grey) Dimensions Design lods for tension ➀ d nom x L h ef l N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M12 x M12 x M12 x M16 x M16 x M16 x M20 x M20 x M20 x M20 x M24 x M24 x M24 x M30 x M30 x M30 x M36 x M36 x M42 x M42 x The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! HALFEN DEMU-FIX 14-E

15 BOLT ANCHORS Bolt Anchor 1988 FV 1988 FV h ef crimped L l t Anchor description The olt nchor 1988 FV consists of olt (untreted, qulity 8.8) with screwed nd crimped sleeve. The sleeve with internl metric ISO thred is hot-dipped glvnised (FV) nd mnufctured from steel precision tue. For identifiction grey plstic dt clip is ttched (t = 2 mm). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. Bolt nchor 1988 FV incl. dt clip (grey) Dimensions Design lods for tension ➀ d nom x L h ef l N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M12 x M12 x M12 x M16 x M16 x M16 x M20 x M20 x M20 x M20 x M24 x M24 x M24 x M30 x M30 x M30 x M36 x The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! 2014 HALFEN DEMU-FIX 14-E 15

16 BOLT ANCHORS Bolt Anchor 1988 A4-50 / A A4-50 nd 1988 A4-80 h ef crimped L l t Anchor description The olt nchor 1988 A4 consists of olt (hot-dipped glvnised, qulity 8.8) with screwed nd crimped sleeve. The sleeve hs n internl metric ISO thred nd is mnu - fctured from stinless steel (strength clss A4-50 or strength clss A4-80). For identifiction white/lck plstic dt clip is ttched (t = 2 mm). Seling For olt nchors 1988 A4-50 respect. A4-80 suject to incresed corrosion exposure, the olt nchors hve to e ordered with specil seling on the ottom of the sleeve. Conditions for incresed corrosion exposure re: High exposure to chlorides, e. g. inshore ( 1km) or next to rods with rod slt ppliction ( 10m); exposure to cids (ph 3); medium exposure to sulfur, nitrogen (industril re); non-ccessile structures (e. g. rer ventilted fcdes). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. Bolt nchor 1988 A4-50 incl. dt clip (white) Dimensions Design lods for tension d nom x L h ef ➁ l N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M12 x M12 x M16 x M16 x M20 x M20 x M20 x Bolt nchor 1988 A4-80 incl. dt clip (lck) M12 x M12 x M16 x M16 x M20 x M20 x M20 x M24 x M30 x The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! ➁ For olt nchors with seling on ottom of the sleeve the dimension hs to e reduced y 3 mm HALFEN DEMU-FIX 14-E

17 BOLT ANCHORS Bolt Anchor 1985 GV 1985 GV crimped m k h ef L l Anchor description The olt nchor 1985 GV is similr nchor to type 1988 GV ut with dditionl niling plte (to fix the nchor to formwork). The sleeve is zinc glvnised (GV), the internl thred is metric ISO. Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. Bolt nchor 1985 GV Dimensions Design lods for tension d nom x L h ef l k m N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M M M M The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without lod-reducing influences. Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! Minimum llowed element thickness, minimum edge distnces nd spcing Instlltion prmeters / rrngement of olt nchors 1988 nd 1985: c min s min c min cmin cmin Top view: Concrete memer with 2 fixing nchors emedded. Thred size d M 12 M 16 M 20 M 24 M 30 M 36 M 42 Minimum spcing s min Minimum edge distnce c min Minimum element thickness h min h nom + c nom ➀ h nom : emedment depth; c nom : concrete cover ➀ c nom cc. to EN with c nom 20 mm 2014 HALFEN DEMU-FIX 14-E 17

18 BOLT ANCHORS Plte Anchor 1980-P GV / FV 1980-P GV / FV m crimped p l L Anchor description The plte nchors 1980-P GV nd 1980-P FV consist of olt (untreted, qulity 8.8) nd squre wsher (untreted, ccording to DIN 436) welded together underneth the hed of the olt. The olt is connected to screwed on nd crimped sleeve with internl metric ISO thred. The surfce tretment is either zinc glvnised (GV) or hot-dipped glvnised (FV). The sleeve is mnufctured from steel precision tue. Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. Plte nchor 1980-P GV Dimensions Design lods for tension ➀ d nom x L h ef l p m N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M12 x M16 x M20 x M24 x M30 x Plte nchor 1980-P FV M12 x M16 x M20 x M24 x M30 x The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without limittion of centre to centre distnces, edge distnces nd element height ( see explntion on pge 19)! Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! HALFEN DEMU-FIX 14-E

19 BOLT ANCHORS Plte Anchor 1980-P A P A4-80 m crimped p l L Anchor description The plte nchor 1980-P A4-80 consists of olt (untreted, qulity 8.8) nd squre wsher (untreted, ccording DIN 436) welded together underneth the hed of the olt. The olt is connected to screwed nd crimped sleeve with internl metric ISO thred. The sleeve is mnufctured from stinless steel precision tue (strength clss A4-80). Plese downlod our clcultion softwre to clculte the lod cpcity of this nchor ccording to CEN/TS /2. service softwre. For informtion out our softwre see pge 39. Plte nchor 1980-P A4-80 Dimensions Design lods for tension ➀ d nom x L h ef l p m N Rd,c [kn] N Rd,c [kn] N Rd,s [kn] C20/25 C45/55 Steel M M M M M The design lod is the clcultion vlue ccording to CEN/TS /2 for norml tensile force in plin concrete without limittion of centre to centre distnces, edge distnces nd element height ( see explntion elow)! Vlues only pply for crcked concrete; no dense reinforcement (risk of shell splling). Design lods re vlid for (structurl) fixings nd re not permitted for lifting! Exmple of fixing nchors emedded in full concrete Exmple of fixing nchors emedded in full concrete without ny influence of edge distnces (c), centre to centre distnces (s), etc. c cr,n s cr,n c cr,n ccr,n ccr,n Top view: Concrete memer with 2 fixing nchors, emedded in full concrete. Conditions (fixing nchors loded y tension) c cr,n 1.5 h ef s cr,n 3.0 h ef The given conditions re vlid for crcked concrete nd present reinforcement, which resists the splitting forces (limiting the crck width to w k 0.3 mm) HALFEN DEMU-FIX 14-E 19

20 BAR ANCHORS Br Anchor 4010 GV 4010 GV D L l Anchor description The r nchor 4010 GV consists of rer B500B (untreted) ccording to EN (NEN 6008) with crimped sleeve. The sleeve hs metric ISO thred nd is zinc glvnised (GV). Br nchor 4010 GV Dimensions Design lods ➁ d nom x L D l A s ➀ N Rd,s [kn] [mm 2 ] Steel M M M M M M M M M M M M M M M M M M M M M M M M M M A s : stress re of the reinforcement r in mm 2. Design lods re for tension nd re the mximum vlues (yield strength) for pure steel of the rers: N Rd,s = A s f yd (f yd = f yk / 1.15). In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified HALFEN DEMU-FIX 14-E

21 BAR ANCHORS Br Anchor 4010 FV 4010 FV D L l Anchor description The r nchor 4010 FV consists of rer B500B (untreted) ccording to EN (NEN 6008) with crimped sleeve. The sleeve hs metric ISO thred nd is hot-dipped glvnised (FV). Br nchor 4010 FV Dimensions Design lods ➁ d nom x L D l A s ➀ N Rd,s [kn] [mm 2 ] Steel M M M M M M M M M M A s : stress re of the reinforcement r in mm 2. Design lods re for tension nd re the mximum vlues (yield strength) for pure steel of the rers: N Rd,s = A s f yd (f yd = f yk / 1.15). In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified. Technicl Notes According to the dutch stndrd NEN 6146 steel rs for the reinforcement of concrete, the rers of the r nchors must e mnufctured with tolernce of +5 mm / 2 dimeter (of rer) the existing onding length of the r nchors cn e clculted s follows: L d = L l 2 D with L d = onding length L = totl length of r nchor l = length of sleeve D = dimeter of rer 2014 HALFEN DEMU-FIX 14-E 21

22 BAR ANCHORS Br Anchor 3016 GV 3016 GV m crimped D k l L Anchor description The r nchor 3016 GV consists of rer B500B (untreted) ccording to EN (NEN 6008) with screwed nd crimped sleeve nd with dditionl niling plte (to fix the nchor to the formwork). The sleeve is zinc glvnised (GV), the internl thred is metric ISO. The mximum screw-in length for olts is longer compred to the r nchor 4010 see tle elow. Br nchor 3016 GV Dimensions Design lods d nom x L D l k m A s N Rd,s [kn] [mm 2 ] Steel M M M A s : stress re of the reinforcement r in mm 2. Design lods re for tension nd re the mximum vlues (yield strength) for pure steel of the rers: N Rd,s = A s f yd (f yd = f yk / 1.15). In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified. Technicl Notes According to the dutch stndrd NEN 6146 steel rs for the reinforcement of concrete, the rers of the r nchors re mnufctured with n llowle tolernce of +5 mm / 2 dimeter (of rer) the existing onding length of the r nchors cn e clculted s follows: L d = L l 2 D with L d = onding length L = totl length of r nchor l = length of sleeve D = dimeter of rer HALFEN DEMU-FIX 14-E

23 BAR ANCHORS Br Anchor 3010 A A4-80 crimped D Anchor description The r nchor 3010 A4-80 consists of rer B500B (untreted) ccording to EN (NEN 6008) with screwed nd crimped sleeve. The sleeve hs metric ISO thred nd is mde of stinless steel (strength clss A4-80). L l Br nchor 3010 A4-80 Dimensions Design lods ➁ d nom x L D l A s ➀ N Rd,s [kn] [mm 2 ] Steel M M M M A s : stress re of the reinforcement r in mm 2. Design lods re for tension nd re the mximum vlues (yield strength) for pure steel of the rers: N Rd,s = A s f yd (f yd = f yk / 1.15). In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified. Technicl Notes According to the dutch stndrd NEN 6146 steel rs for the reinforcement of concrete, the rers of the r nchors re mnufctured with n llowle tolernce of +5 mm / 2 dimeter (of rer) the existing onding length for r nchors cn e clculted s follows: L d = L l 2 D with L d = onding length L = totl length of r nchor l = length of sleeve D = dimeter of the rer 2014 HALFEN DEMU-FIX 14-E 23

24 BAR ANCHORS Br Anchor 1980-S GV 1980-S GV crimped L l Anchor description The r nchor 1980-S GV consists of threded rod (untreted, qulity 4.6) with screwed nd crimped sleeve. The sleeve hs metric ISO thred nd the surfce is zinc glvnised (GV). Alterntively sleeves re ville on request s hot-dipped glvnised or in stinless steel. Br nchor 1980-S GV Dimensions Design lods d nom x L l A s N Rd,s [kn] [mm 2 ] Steel M12 x M12 x A s : stress re of screwed in olt/r in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the threded rs. In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified. Technicl Notes The existing onding length of r nchors cn e clculted s follows: L d = L l with L d = onding length L = totl length of r nchor l = length of sleeve HALFEN DEMU-FIX 14-E

25 BAR ANCHORS Br Anchor 1988-S GV 1988-S GV crimped L l Anchor description The r nchor 1988-S GV consists of threded rod (untreted, qulity 8.8) with screwed nd crimped sleeve. The sleeve hs metric ISO thred nd the surfce is zinc glvnised (GV). Alterntively sleeves re ville on request s hot-dipped glvnised or in stinless steel. Br nchor 1988-S GV Dimensions Design lods d nom x L l A ➀ s N Rd,s [kn] [mm 2 ] Steel M12 x M12 x M16 x M20 x A s : stress re of the threded connector in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the threded connectors. In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified. Technicl Notes The existing onding length of r nchors cn e clculted s follows: L d = L l with L d = onding length L = totl length of r nchor l = length of sleeve 2014 HALFEN DEMU-FIX 14-E 25

26 BAR ANCHORS Br Anchor 4030 GV / FV 4030 GV / FV l D Specify size L when ordering Anchor description The specil r nchors 4030 GV nd 4030 FV consist of rer B500B (untreted) ccording to EN (NEN 6008) with crimped sleeve on oth ends. The sleeves hve metric ISO threds nd re ville either in zinc glvnised (GV) or hot-dipped glvnised (FV). This product is mde on request; plese specify required length when ordering. Br nchor 4030 GV Dimensions Design lods d nom D L min l A s ➀ N Rd,s [kn] [mm 2 ] Steel M16 - Ø M20 - Ø M24 - Ø M30 - Ø M42 - Ø Br nchor 4030 FV M16 - Ø M20 - Ø M24 - Ø M30 - Ø M42 - Ø A s : stress re of the reinforcement r in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the rers: N Rd,s = A s f yd (f yd = f yk / 1.15). In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified HALFEN DEMU-FIX 14-E

27 BAR ANCHORS Spcer 1554 GV / FV 1554 GV / FV crimped l Specify size L when ordering Anchor description The r nchors 1554 GV nd 1554 FV consist of threded rod (untreted, qulity 4.6) with screwed nd crimped sleeves on oth ends. The sleeves hve metric ISO threds nd re ville with surfce tretment either in zinc glvnised (GV) or in hot-dipped glvnised (FV). This product is mde on request; plese specify required length when ordering. Spcer 1554 GV Dimensions Design lods d nom L min l A s ➀ N Rd,s [kn] [mm 2 ] Steel M M M M M M M Spcer 1554 FV M M M M M M M A s : stress re of screwed in olt/r in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the threded rs. In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified HALFEN DEMU-FIX 14-E 27

28 BAR ANCHORS Spcer 1554 A A4-80 crimped l Specify size L when ordering Anchor description The r nchor 1554 A4-80 consists of threded rod (untreted, qulity 4.6) with screwed nd crimped sleeves on oth ends. The sleeves hve metric ISO threds nd re mde of stinless steel (strength clss A4-80). This product is mde to order; plese specify required length when ordering. Spcer 1554 A4-80 Dimensions Design lods ➁ d nom L min l A ➀ s N Rd,s [kn] [mm 2 ] Steel M M M M M A s : stress re of screwed in olt/r in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the threded rs. In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified HALFEN DEMU-FIX 14-E

29 BAR ANCHORS Spcer 1558 GV / FV 1558 GV / FV crimped l Specify size L when ordering Anchor description The r nchors 1558 GV nd 1558 FV consist of threded rod (untreted, qulity 8.8) with screwed nd crimped sleeves on oth ends. The sleeves hve metric ISO threds nd re ville either zinc glvnised (GV) or hot-dipped glvnised (FV). This product is mde on request; plese specify required length when ordering. Spcer 1558 GV Dimensions Design lods ➁ d nom L min l A S ➀ N Rd,s [kn] [mm 2 ] Steel M M M M M M M Spcer 1558 FV M M M M M M M A s : stress re of the threded connector in mm 2. Design lods re for tension nd re the mximum vlues for pure steel of the threded connectors. In ddition the lod cpcity of the r nchor emedded in concrete hs to e checked for ccordnce with EN , chpter 8.4 (NEN 6720 rt. 9.6 nd 9.16). The required onding strength depends strongly on the strength clss of the concrete nd hs to e verified HALFEN DEMU-FIX 14-E 29