Declaration of Performance No. DPGEB1018 v2
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1 G&B Fissaggi S.r.l. C.so Savona Villastellone (TO), Italia tel fax info@gebfissaggi.com p. 1/5 Declaration of No. DPGEB1018 v2 1. Unique identification code of the product-type: Gebofix PRO VE-SF NORDIC 2. Intended uses: Intended use of the construction product according to ETA 16/0600 Generic type: Anchorages subject to: Bonded injection type anchor for use in non-cracked and cracked Static and quasi-static s: Base materials: - Reinforced or unreinforced normal weight according to EN 206-1: Strength class C20/25 to C50/60 according to EN 206-1: Non-cracked - Cracked threaded rod M12, M16, M20, M24 Service temperature range: Environmental conditions: I: -40 C to +40 C (max. short term temperature +40 C and max. long term temperature +24 C) II: -40 C to +80 C (max. short term temperature +80 C and max. long term temperature +50 C) - Elements made of zinc coated or hot-dip galvanized, class 4.6, 5.8 or 8.8 dry internal conditions - Elements made of stainless A2-70, A4-70 or A4-80 dry internal conditions, external atmospheric exposure (including industrial and marine environment) or exposure to permanently damp internal conditions if no particular aggressive conditions exist - Elements made of high corrosion resistant, property class 70 dry internal conditions, external atmospheric exposure, permanently damp internal conditions or in other particular aggressive conditions, e.g. permanent, alternating immersion in seawater, splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used) Installation: 1: Dry or wet 2: Flooded holes threaded rod M8, M10, M12, M16 reinforcing bar Ø8, Ø10, Ø12, Ø16 Perforation by hammer drilling Overhead installation is allowed Installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters on job site 3. Manufacturer: G&B Fissaggi S.r.l. C.so Savona 22, Villastellone (TO), Italia 5. System of AVCP: 1 6b. European Assessment Document: ETAG 001 Part 1 and Part 5, edition 2013, used as EAD European Technical Assessment: ETA 16/0600 Technical Assessment Body: TECHNICKÝ A ZKUŠEBNÍ ÚSTAV STAVEBNÍ PRAHA, s.p. Notified body: 1020 TECHNICKÝ A ZKUŠEBNÍ ÚSTAV STAVEBNÍ PRAHA, s.p.
2 p. 2/5 7. Declared performances: Declared performances according to ETAG 001:2013 Part 1 and Part 5, ETA 16/0600 (Design method Technical Report TR 029 o CEN/TS :2009) Threaded rod diameter M8 M10 M12 M16 M20 M24 M27 M30 Installation parameters d Nominal diameter of bar d 0 Nominal diameter of drill bit d fix Diameter of clearance hole in the fixture h ef,min Minimum effective anchorage depth h ef,max Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef h ef + 2d 0 T inst Maximum installation torque [Nm] t fix Thickness of fixture 0 to 1500 s min Minimum spacing h ef / 2 c min Minimum edge distance h ef / 2 Tension failure mode N Rk,s Characteristic tension resistance of Combined pull-out and failure mode Characteristic bond resistance non-cracked cracked I I A s x f uk Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] NPD Rk,ucr [N/mm 2 ] flooded holes Rk,ucr [N/mm 2 ] NPD Rk,cr [N/mm 2 ] NPD NPD flooded holes Rk,cr [N/mm 2 ] NPD NPD Rk,cr [N/mm 2 ] NPD NPD flooded holes Rk,cr [N/mm 2 ] NPD NPD c,c30/37 Increasing factor for C30/37 [-] 1.04 c,c40/50 Increasing factor for C40/50 [-] 1.08 c,c50/60 Increasing factor for C50/60 [-] 1.10 k 8 k in non-cracked in cracked Concrete cone failure mode k ucr k cr in non-cracked in cracked [-] NPD 7.2 [-] NPD 7.2
3 p. 3/5 Threaded rod diameter M8 M10 M12 M16 M20 M24 M27 M30 s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance for h/h ef h ef Critical edge distance for 2.0 > h/h ef > h ef h Critical edge distance for h/h ef h ef Installation safety factor inst Safety factor, [-] 1.2 1,4 Safety factor, flooded holes [-] 1.4 NPD Shear failure mode without lever arm V Rk,s Characteristic shear resistance of 0.5 x A s x f uk k 2 Ductility factor acc. to CEN/TS sect Shear failure mode with lever arm M 0 Rk,s Characteristic bending resistance of Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect [-] 0.8 [Nm] 1.2 x W el x f uk [-] 2.0 Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d nom) d nom Outside diameter of anchor Displacement on tension, non-cracked F Service tension N Short term displacement under tension Long term displacement under tension Displacement on tension, cracked F Service tension NPD NPD Short term displacement under tension Displacement on shear, non-cracked and cracked NPD NPD F Service shear V0 V Short term displacement under shear Long term displacement under shear
4 p. 4/5 Reinforcing bar diameter Ø8 Ø10 Ø12 Ø16 Ø20 Ø25 Ø32 Installation parameters d Nominal diameter of bar d 0 Nominal diameter of drill bit h ef,min h ef,max Minimum effective anchorage depth Maximum effective anchorage depth h 1 Depth of the drilling hole h ef h min Minimum thickness of the member h ef s min Minimum spacing h ef / 2 c min Minimum edge distance h ef / 2 Tension failure mode N Rk,s Characteristic tension resistance of Combined pull-out and failure mode Characteristic bond resistance noncracked c,c30/37 c,c40/50 c,c50/60 I flooded holes flooded holes Increasing factor for C30/37 Increasing factor for C40/50 Increasing factor for C50/60 Factor acc. to CEN/TS k 8 sect in non-cracked Concrete cone failure mode Factor acc. to CEN/TS k ucr sect in non-cracked A s x f uk h ef + 2d 0 Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] NPD Rk,ucr [N/mm 2 ] Rk,ucr [N/mm 2 ] NPD [-] 1.04 [-] 1.08 [-] 1.10 s cr,n Critical spacing 3.0 h ef c cr,n Critical edge distance 1.5 h ef Splitting failure mode s cr,sp Critical spacing 2 c cr,sp c cr,sp Critical edge distance for h/h ef 2.0 Critical edge distance for 2.0 > h/h ef > 1.3 Critical edge distance for h/h ef h ef 4.6 h ef h 2.26 h ef
5 p. 5/5 Reinforcing bar diameter Ø8 Ø10 Ø12 Ø16 Ø20 Ø25 Ø32 Installation safety factor inst Safety factor, [-] 1,2 Safety factor, flooded holes [-] 1.4 NPD Shear failure mode without lever arm V Rk,s k 2 Characteristic shear resistance of Ductility factor acc. to CEN/TS sect Shear failure mode with lever arm M 0 Rk,s Characteristic bending resistance of Concrete pry-out failure mode k / k 3 Factor in eq. (5.7) of TR029 / in eq. (27) of CEN/TS sect A s f uk [-] 0.8 [Nm] 1.2 W el f uk 2.0 Concrete edge failure mode l f Effective length of anchor min(h ef; 8 d nom) d nom Outside diameter of anchor Displacement on tension, non-cracked F Service tension N Short term displacement under tension Long term displacement under tension Displacement on shear, non-cracked F Service shear V0 V Short term displacement under shear Long term displacement under shear The performance of the product identified above is in conformity with the set of declared performances. This declaration of performance is issued, in accordance with Regulation (EU) No 305/2011, under the sole responsibility of the manufacturer identified above. Signed for and on behalf of the manufacturer by: Andrea Maggioni, General manager Villastellone, 7 October 2016
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G&B Fissaggi S.r.l. C.so Savona 22 10029 Villastellone (TO), Italia tel. +39 011 9619433 - fax +39 011 9619382 www.gebfissaggi.com - info@gebfissaggi.com p. 1/12 Declaration of Performance No. DPGEB1009
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ETA-Danmark A/S Göteborg Plads 1 DK-21590 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
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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
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Member of 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 Website : www.cstb.fr European Technical Assessment
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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Member of 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 Website : www.cstb.fr European Technical Assessment
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