Declaration of Performance DoP MOVISE-en

Transcription

1 Declaration of Performance DoP MOVISE-en 1. Product type: Vinyleter bonded anchor MOVISE 2. Identification: MOVISE300 Vinyleter bonded anchor 300 ml MOVISE410 Vinyleter bonded anchor 410 ml 3. Intended ue 1: Generic type: Aumed working life: Bonded anchor for anchorage of threaded rod Non cracked concrete C20/25 to C50/60 according to EN Dry / wet concrete. Overhead intallation allowed. a) Carbon galvanized teel clae , 8.8 and 10.9 according to EN ISO for dry internal condition. b) Stainle teel A4-70 and A4-80 according to EN ISO 3506 for dry internal condition, external atmopheric expoure (including indutrial and marine environment) or expoure in permanently damp internal condition if no particular aggreive condition exit. c) High reitant corroion tainle teel according to EN for all condition. maximum hort term temperature +80 C) Non declared performance Intended ue 2: Generic type: Aumed working life: Bonded anchor for anchorage of threaded rod Solid maonry, hollow or perforated maonry. The mortar trength cla of the maonry ha to be M 2,5 according to EN 998-2:2010 at imum. Carbon galvanized teel cla 5.8 according to EN ISO Dry internal condition. maximum hort term temperature Non declared performance. Intended ue 3: Generic type: Aumed working life:: Bonded anchor for cat-in traight reinforcing bar according to EN , Non-carbonated normal weight concrete of grade C12/15 to C50/60 according to EN Dry or wet concrete; not flooded hole. Bore hole made with hammer drilling or compreed air drilling. Anchor may be ued overhead. Straight reinforcing bar with propertie according to annex C of clae B are C are recommended. In building component dry urrounding or permanently wet urrounding according to expoure cla X0 or XC1 according to EN maximum hort term temperature +80 C) Non declared performance 4. Manufacturer: Index Fixing Sytem. Técnica Expaniva S.L. Segador, Logroño, La Rioja, SPAIN 5. Authoried repreentative: 6. Sytem of aement of performance: Not applicable 1 DoP MOVISE-en rev Page 1 out of 5

2 7. Harmonied tandard: 8. European technical aement: 9. Declared performance: Not applicable Tech. aement body: iued: on the bai of: performed: under ytem: and iued: DIBt: Deutche Intitut für Bautechnik; notified body TZUS: Technikẏ a Zkuṡební Útav Stavební Praha.p.; notified body CSTB: Centre Scientifique et Technique du Bâtiment ; notified body ETA 13/0368, ETA 13/0971 and ETA 15/0058 ETAG 001, part 1, 5,TR029, TR023 and ETAG 029 Deteration of product type, initial inpection of the manufacturing plant and continuou urveillance of FPC 1 CE certificate 1020-CPR , 1020-CPR and 1020-CPR Eential characteritic intended ue 1: anchorage of threaded rod in concrete M8 M10 M12 M16 M20 M24 Intallation parameter ETAG001 p1/5 d o Noal diameter of drill bit: [mm] T int Noal intallation torque: [Nm] h ef, = 8d h 0 Depth of drilled hole: [mm] Minimum pacing: [mm] c Minimum edge ditance: [mm] h Minimum thickne of concrete member: [mm] h ef + 30 mm 100 h ef + 2d 0 h ef,max = 12d h 0 Depth of drilled hole: [mm] Minimum pacing: [mm] c Minimum edge ditance: [mm] h Minimum thickne of concrete member: [mm] h ef + 30 mm 100 h ef + 2d 0 Tenion load: teel failure ETAG001 p1/5 N Rk, teel cla 4.6:: cla 4.6: [-] N Rk, teel cla 5.8: [kn] N Rk, teel cla 8.8: [kn] clae 5.8 and 8.8: [-] N Rk, teel cla 10.9: [kn] cla 10.9: [-] Characteritic reitance for tainle N Rk, teel clae A4-70 and : [kn] cla A4--70: [-] cla : [-] Characteritic reitance for tainle N Rk, teel cla A4-80: [kn] cla A4--80: [-] Tenion load: combined pull-out and concrete failure in non cracked C20/25 concrete TR029 Characteritic bond reitance in dry / wet Rk concrete: [N/mm 2 ] 11 9, γ Mp Partial afety factor: 1) [-] ψ c C30/37 [-] 1,04 1,04 1,04 1,04 1,04 1,04 ψ c C40/45 [-] 1,07 1,07 1,07 1,07 1,07 1,07 ψ c C50/60 [-] 1,09 1,09 1,09 1,09 1,09 1,09 Tenion load: plitting failure ETAG001 p1/5 cr,p Critical pacing (plitting): [mm] 3.0 h ef 3.0 h ef 3.0 h ef 3.0 h ef 3.0 h ef 3.0 h ef,p Critical edge ditance (plitting): [mm] 1.5 h ef 1.5 h ef 1.5 h ef 1.5 h ef 1.5 h ef 1.5 h ef γ Mc Partial afety factor: 1) [-] Diplacement under tenion load ETAG001 p1/5 N Service tenion load: [kn] δ N0 Short term diplacement [mm] δ N Long term diplacement [mm] Shear load: teel failure ETAG001 p1/5 V Rk, galvanized teel cla 4.6: [kn] Rk, galvanized teel cla 4.6: [Nm] cla 4.6: [-] DoP MOVISE-en rev Page 2 out of 5

3 Eential characteritic intended ue 1: anchorage of threaded rod in concrete (continued) M8 M10 M12 M16 M20 M24 V Rk, galvanized teel cla 5.8: [kn] V Rk, galvanized teel cla 8.8: Rk, galvanized teel cla 5.8: [Nm] Rk, galvanized teel cla 8.8: [Nm] clae 5.8 and 8.8: [-] V Rk, galvanized teel cla 10.9: [kn] Rk, galvanized teel cla 10.9: [Nm] cla 10.9: [-] V Rk, tainle teel clae A4-70 and : [kn] Rk, tainle teel clae A4-70 and : [Nm] clae A4-70 and : [-] cla : [-] V Rk, tainle teel cla A4-80: Rk, tainle teel cla A4-80: [Nm] cla A4-80: [-] Shear load: concrete pryout failure ETAG001 p1/5 K K factor: [-] γ Mpr Partial afety factor: [-] Shear load: concrete edge failure ETAG001 p1/5 See ection of Report TR029 γ Mc Partial afety factor: [-] Diplacement under hear load ETAG001,p1/5 V Service hear load: [kn] δ V0 Short term diplacement [mm] δ V Long term diplacement [mm] ) In abence of other national regulation Eential characteritic intended ue 2: anchorage of threaded rod in maonry Intallation parameter ETAG 029 Anchor rod d x l Sieve leeve: [mm] x85 15x85 16x85 16x85 20x85 d o Noal diameter of drill bit: [mm] h 0 Depth of drilled hole: [mm] h ef Effective anchorage depth: [mm] d f Diameter of clearance hole in the fixture: [mm] T int Noal intallation torque: [Nm] Internal threaded ocket d to x l t Internal threaded ocket: [mm] 12x80 14x80 16x d x l Sieve leeve: [mm] 15x85 16x85 20x85 20x d o Noal diameter of drill bit: [mm] h 0 Depth of drilled hole: [mm] h ef Effective anchorage depth: [mm] d f Diameter of clearance hole in the fixture: [mm] T int Noal intallation torque: 1) [Nm] ) Tin 1 Nm for brick no 5 DoP MOVISE-en rev Page 3 out of 5

4 Eential characteritic intended ue 2: anchorage of threaded rod in maonry (continued) Edge ditance and pacing ETAG 029 Bae material Anchor rod Internal threaded ocket [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] Brick no 1: Brick no 2: Brick no 3: Brick no 4: Brick no 5: Brick no 6: Brick no 7: Brick no 8: Characteritic bending moment ETAG 029 M8 M10 M12 M 0 Bending moment characteritic reitance Rk, for galvanized teel cla 5.8: [Nm] ) cla 5.8: [-] Characteritic reitance under tenion and hear loading ETAG 029 Anchor rod Internal threaded coket β - factor for job ite tet according Bae material N Rk = V Rk [kn] N Rk = V Rk [kn] to ETAG 029, Annex B Brick no 1: 2,0 2,0 2,0 2,5 2,0 2, Brick no 2: Brick no 3: Brick no 4: Brick no 5: Brick no 6: Brick no 7: Brick no 8: Partial afety coefficient γ M 2) Diplacement ETAG 029 Bae materail F [kn] δ N0 [mm] δ N [mm] δ V0 [mm] δ V [mm] Solid brick N Rk / (1.4 γ M) ) 1.5 3) Perforated and hollow brick ) 1.5 3) 2) In abence of other national regulation 3 ) the hole gap between bolt and fixture hall be conidered additionally Brick no 1 Hollow clay brick HLz 12-1,0-2DF according to EN Length / width / height = 235 mm / 112 mm / 115 mm b 12 N/mm2 / ρ 1,0 kg/dm3 Brick no 2 Hollow and lime brick KSL 12-1,4-8DF according to EN Length / width / height = 250 mm/240 mm/237 mm b 12 N/mm2 / ρ 1,4 kg/dm3 Brick no 3 Solid clay brick Mz 12-2,0-NF according to EN Length / width / height = 240 mm / 116 mm / 71 mm b 12 N/mm2 / ρ 2,0 kg/dm3 Brick no 5 Hollow clay brick HLzW 6-0,7-8DF according to EN Length / width / height = 250 mm / 240 mm / 240 mm b 6 N/mm2 / ρ 0,8 kg/dm3 Brick no 4 Solid and lime brick KS 12-2,0-NF according to EN Length / width / height = 240 mm/115 mm/70 mm b 12 N/mm2 / ρ 2,0 kg/dm3 Brick no 6 Lightweight concrete hollow block Hbl 2-0,45-10DF according to EN Length / width / height = 250 mm/300 mm/248 mm b 2,0 N/mm2 / ρ 0,45 kg/dm3 Brick no 7 Lightweight concrete hollow block Hbl 4-0,7-8DF according to EN Length / width / height = 250 mm/240 mm/248 mm b 4,0 N/mm2 / ρ 0,7 kg/dm3 Brick no 8 Concrete maonry unit Hbn 4-12DF according to EN Length / width / height = 370 mm/240 mm/238 mm b 4 N/mm2 / ρ 1,2 kg/dm3 DoP MOVISE-en rev Page 4 out of 5

5 Eential characteritic intended ue 3: pot intalled rebar connection ᶲ8 ᶲ10 ᶲ12 ᶲ14 ᶲ16 ᶲ20 ᶲ25 ᶲ28 ᶲ32 Intallation parameter d nom Noal diameter of drill bit: [mm] (10) (12) l v Maximum depth of drilled hole: [mm] Deign value of the ultimate bond reitance for all drilling method for good bond condition 1) f bd Concrete C12/15 [N/mm 2 ] f bd Concrete C16/20 [N/mm 2 ] f bd Concrete C20/25 [N/mm 2 ] f bd Concrete C25/30 [N/mm 2 ] f bd Concrete C30/37 [N/mm 2 ] f bd Concrete C35/45 [N/mm 2 ] f bd Concrete C40/50 [N/mm 2 ] f bd Concrete C45/55 [N/mm 2 ] f bd Concrete C50/60 [N/mm 2 ] ) For all other bond condition multiply the value for f bd by 0,7 Tech. TR023 TR The performance of the product identified in point 1 and 2 i in conformity with the declared performance in point Reach Directive EC 1907/2006 declaration: We inform you that Técnica Expaniva S.L. i claified in the EC 1907/2006 Reach Directive a a downtream-uer of ubtance. The product upplied doe not contain ubtance claified a SVHC according to the Candidate Lit in a concentration equal or greater than 0.1% (weight / weight). Material afety data heet can be requeted to the mail addre: info@indexfix.com Thi declaration of performance i iued under the ole reponibility of the manufacturer identified in point 4. Signed on behalf of the manufacturer by: Santiago Reig. manager Logroño DoP MOVISE-en rev Page 5 out of 5