CELO main catalog Página 187
Oferta para clientes comerciais**Vendedores mais populares de CELO Befestigungssysteme GmbH
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CELO Pure Epoxy EPP SF (styrene free) Type EPP 440 SF * 440EPPSF EPP 585 SF 1) EPP 1400 SF * [ml] Mixings nozzles included [pcs] Mixings nozzle extension (200mm) incl. [pcs] 385 1 1 24 ● 12 585 1 1 24 ● 12 1400 1 1 24 ● 12 Content Art-No 585EPPSF 1400EPPSF Shelf life €/ pc [months] [pcs] * Delivery time on request 1) Delivery quantity on request Curing times ResiFIX Pure Epoxy EPP SF Temperature of building material 1) [°] > -10 > -5 >0 > +5 > +10 > +15 > +20 > +25 > +35 > +40 0D[ZRUNLQJWLPH [min] – – 90 80 60 40 30 12 8 8 Min. curing time 1) [min] – – 144h 48h 28h 18h 12h 9h 6h 4h Double curing time in wet concrete Fastening in concrete Permissible loads Fper in [kN] for a service life of 50 years in non-cracked concrete C20/25 (Option 7) and cracked concrete C20/25 (Option 1) without influence of edge distances and VSDFLQJ F͡[KefRUGV͡[KefK͡[Kef) as well as installation parameters and unit dimensions. Fper includes the partial safety factors for the resistance from the ETA and a SDUWLDOVDIHW\IDFWRUIRUWKHDFWLRQVRIƍ) 7KH(7$DVVHVVPHQWPXVWEHREVHUYHGLQWKHGHVLJQ Anchor studs RESI AST, VA AST M8 M10 M12 M16 M20 M24 M 27 M30 10 12 14 18 22 28 30 35 Drill hole Ø d0 [mm] Anchorage depth hef,min / hef,stand / hef,max [mm] 60 / 80 / 160 60 / 90 / 200 70 / 110 / 240 80 / 125 / 320 90 / 170 / 400 96 / 210 / 480 108 / 240 / 540 120 / 280 / 600 Permissible tension load 1) 2) (24 ° / 40 °) 3) in non-cracked concrete (dry or wet) Zinc plated 5.8 Nzul [kN] 8,7 ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ Stainless steel A4 4) Nzul [kN] 9,8 ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪̪ Permissible tension load 1) 2) (24 ° / 40 °) 3) in cracked concrete (dry or wet) Zinc plated 5.8 Nzul [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ Stainless steel A4 4) Nzul [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ Permissible tension load 1) 2) (50 ° / 72 °) 3) ̪̪̪̪ in non-cracked concrete (dry or wet) Zinc plated 5.8 Nzul [kN] 8,7 ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̭̭ ̭̭ Stainless steel A4 4) Nzul [kN] 9,8 ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̭̭̭̭ Permissible tension load 1) 2) (50 ° / 72 °) 3) in cracked concrete (dry or wet) Zinc plated 5.8 Nzul [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ Stainless steel A4 4) Nzul [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪ Permissible shear load 1) in non-cracked concrete Zinc plated 5.8 Vzul [kN] 5,2 8,3 12,0 22,4 35,0 44,1 / 50,4 / 50,4 ̪̪̪̪ 61,6 / 80,1 / 80,1 Stainless steel A4 4) Vzul [kN] 5,9 9,3 13,5 25,1 39,2 44,1 / 56,5 / 56,5 ̪̪̪̪ 61,6 / 64,2 / 64,2 Permissible shear load 1) in cracked concrete Zinc plated 5.8 Vzul [kN] 5,2 8,3 12,0 ̪̪̪̪ 28,0 / 35,0 / 35,0 30,8 / 50,4 / 50,4 ̪̪̪̪ 43,1 / 80,1 / 80,1 Stainless steel A4 4) Vzul [kN] 5,9 9,3 13,5 ̪̪̪ 28,0 / 39,2 / 39,2 30,8 / 56,5 / 56,5 ̪̪̪̪ 43,1 / 64,2 / 64,2 Mzul [Nm] 10,7 21,4 37,4 94,9 185,2 320,0 476,2 642,1 Mzul [Nm] 12,0 24,0 41,9 106,4 207,8 359,0 249,7 337,6 Permissible bending moment Zinc plated 5.8 Permissible bending moment Stainless steel A4 4) Spacing and edge distance Spacing scr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Edge distance ccr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Minimum spacing smin [mm] 40 50 60 75 95 155 125 140 Minimum edge distance cmin [mm] 35 40 45 50 60 65 75 80 Min. thickness of concrete hmin [mm] Tinst͠ [Nm] 250 300 0D[LQVWDOODWLRQWRUTXH 186 hef̪̪̪PP̪̪̪͡PP 10 20 hef̪̪G0 40 60 100 170 Characteristic loads Fchar in [kN] for a service life of 100 years please refer to the ETA. The load values apply to hammer-drilled and compressed air-drilled holes (for hollow drill bits and diamond-drilled holes see ETA). 1) Values apply to hef,min/ hef,stand/ hHIPD[ 2) Increase factor for cracked and non-cracked concrete C25/30=1.02, C30/37 = 1.04, C35/45 = 1.07, C40/50 = 1.08, C45/55 = 1.09, C50/60 = 1.10 0D[/RQJWHUPWHPSHUDWXUHPD[VKRUWWHUPWHPSHUDWXUHLQLQVWDOOHGFRQGLWLRQ 4) Stainless steel A4: M8-M24: Class 70, M27 and M30: Class 50 The load capacity must be reduced if the char. edge/spacing distance (Ccr or Scr) is not reached. hmin, Smin and Cmin must be observed
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