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Nrec C cr [mm] Required edge distance to achieve Nrec S cr [mm] Min. thickness of concrete member hmin [mm] Characteristic load in concrete C 20 / 25 NRK(kN) Recommended load in concrete C 20 / 25 Nrec(kN) M 8 10 80 120 80 110 14.9 5.0 M 10 12 90 135 90 120 24.6 8.2 M 12 14 110 165 110 140 31.3 10.4 M 16 18 125 190 125 165 44.0 14.7

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Beton C20/25 s trhlinami, závitové tyče 8.8, hef = MAX, +24 °C Velikost M10 M12 M16 M20 Efektivní kotevní hloubka hef [mm] 200 240 320 400 Charakteristická únosnost v tahu NRk [kN 46,4 67,4 125,0 167,0 Charakteristická únosnost ve smyku VRk [kN] 23,2 33,7 62,5 101,5 Dovolené zatížení v tahu Nrec [kN] 22,1 32 Nrec, kN Tvärlast Vrec, kN Ø 10 mm 11,7 12,1 Ø 12 mm 17,2 17,4 Ø 16 mm 27,0 31,0 Ø 20 mm 37,6 48,4 Ø 25 mm 51,7 75,7 Rekommenderade tillåtna laster (kN) med gängstång i osprucken betong: (betongkvalitet min C20/25, gängstång kvalitet min 5.8) Dimension Sättdjup (mm) Draglast Nrec, kN Tvärlast Vrec, kN M8 60 9,0 5,4 M10 70 12,0 8,6 Tensile Nrec [kN] gvz 4.2 6.5 9.5 12.9 Shear Vrec [kN] gvz 3.3 6.7 11.0 17.0 Component dimensions, minimum axial spacings and edge distances * Tillåtna laster i kN Drag och Tvär - osprucken betong C20/25. Nrec = Värdena rekommenderas av tillverkaren. Nperm = enligt ETA-11/0487.

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C 12/15. Nrec [kN]. 1.5. 2.5. 4.0.

0.42 0 Rec. Tensile Load (kN) Nrec 0.72 Rec. Shear Load (kN) Vrec 1.29 Technical Data Installation Guide 1) Drill a hole to the required diameter and depth 2) Position the fixing through the attachment and into the substrate. 3) Hammer wedge into anchor to secure 3 Hammer wedge into anchor to secure.
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Nrec kn




신ㆍ재생에너지 설비 문제 “해결방법”을 찾아보세요.

anchor characteristic load under tension (kN). VRK. = anchor NRK(kN).