fischer fixing-systems main-catalogue Strana 61
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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Highbond system FHB II · Chemical fixings Loads Highbond-Anchor FHB II Permissible loads of a single anchor¹) ²) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-05/0164 has to be considered. Material / surface³) Type FHB II-A L M8 x 60 FHB II-A S M10 x 60 FHB II-A S M10 x 75 FHB II-A L M10 x 95 FHB II-A S M12 x 75 FHB II-A L M12 x 100 FHB II-A L M12 x 120 FHB II-A S M16 x 95 FHB II-A L M16 x 125 FHB II-A L M16 x 145 FHB II-A L M16 x 160 FHB II-A S M20 x 170 FHB II-A L M20 x 210 FHB II-A S M24 x 170 FHB II-A L M24 x 210 Cracked concrete Non-cracked concrete Effective anchorage depth Minimum member thickness Installation torque Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads hef hmin Tinst Nperm4) Vperm4) smin4) cmin4) Nperm4) Vperm4) smin4) cmin4) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 60 100 15 7.6 7.8 40 40 10.9 7.8 40 40 R 60 100 15 7.6 8.7 40 40 10.9 8.7 40 40 HCR 60 100 15 7.6 8.7 40 40 10.9 8.7 40 40 gvz 60 100 15 7.6 11.3 40 40 10.9 11.3 40 40 R 60 100 15 7.6 13.8 40 40 10.9 13.8 40 40 HCR 60 100 15 7.6 13.8 40 40 10.9 13.8 40 40 gvz 75 120 15 10.7 11.3 40 40 12.0 11.3 40 40 R 75 120 15 10.7 13.8 40 40 12.0 13.8 40 40 gvz 95 140 20 15.2 11.9 40 40 16.4 11.9 40 40 R 95 140 20 15.2 13.3 40 40 16.4 13.3 40 40 HCR 95 140 20 15.2 13.3 40 40 16.4 13.3 40 40 gvz 75 120 30 10.7 15.6 40 40 15.2 15.6 40 40 R 75 120 30 10.7 19.3 40 40 15.2 19.3 40 40 HCR 75 120 30 10.7 19.3 40 40 15.2 19.3 40 40 gvz 100 140 40 16.4 17.3 50 50 23.4 17.3 50 50 R 100 140 40 16.4 19.3 50 50 23.4 19.3 50 50 gvz 120 170 40 21.6 17.3 50 50 23.7 17.3 50 50 R 120 170 40 21.6 19.3 50 50 23.7 19.3 50 50 HCR 120 170 40 21.6 19.3 50 50 23.7 19.3 50 50 gvz 95 150 50 15.2 29.0 50 50 21.7 29.0 50 50 R 95 150 50 15.2 30.4 50 50 21.7 35.8 50 50 HCR 95 150 50 15.2 30.4 50 50 21.7 35.8 50 50 gvz 125 170 60 22.9 32.2 55 55 32.7 32.2 55 55 R 125 170 60 22.9 35.8 55 55 32.7 35.8 55 55 60 gvz 145 190 60 28.6 32.2 60 60 40.9 32.2 60 R 145 190 60 28.6 35.8 60 60 40.9 35.8 60 60 gvz 160 220 60 33.2 32.2 70 70 46.0 32.2 70 70 R 160 220 60 33.2 35.8 70 70 46.0 35.8 70 70 HCR 160 220 60 33.2 35.8 70 70 46.0 35.8 70 70 gvz 170 240 100 36.3 45.9 80 80 51.9 45.9 80 80 R 170 240 100 36.3 55.9 80 80 51.9 55.9 80 80 gvz 210 280 100 49.9 50.2 90 90 65.5 50.2 90 90 R 210 280 100 49.9 55.9 90 90 65.5 55.9 90 90 HCR 210 280 100 49.9 55.9 90 90 65.5 55.9 90 90 gvz 170 240 100 36.3 65.3 80 80 51.9 65.3 80 80 R 170 240 100 36.3 71.1 80 80 51.9 71.1 80 80 HCR 170 240 100 36.3 72.7 80 80 51.9 80.6 80 80 gvz 210 280 100 49.9 72.5 90 90 65.5 72.5 90 90 R 210 280 100 49.9 80.6 90 90 65.5 80.6 90 90 3 ¹) Design according to EN 1992-4:2018 (for static resp. quasi-static loads). The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for load actions of γL = 1.4 are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1.5 x hef. Accurate data see ETA. ²) The specified loads are valid for anchorages in dry and damp concrete. For temperatures in the anchoring substrate up to 50 °C (resp. short term up to 80 °C). Drill hole cleaning as per specification in the ETA. ³) Further steel grades, versions and technical data see ETA, e.g. for dry internal conditions, galvanised steel (gvz); for damp interiors and for outdoor use, stainless steel (R). 4) In the case of combinations of tension and shear loads, bending moments with reduced or minimum spacing and edge distances (anchor groups), the design must be carried out in accordance with the provisions of the complete ETA and the provisions of the EN 1992-4:2018. We recommend using our anchor design software C-FIX. 61
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