fischer Rögzítőrendszerek főkatalógusa Strana 204
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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Bolt anchor FAZ II · High performance steel anchors Accessories Bolt anchor setting tool FA-ST II FA-ST II FA-ST II Set Replacement spring Contents Matching anchor type Sales unit Item No. [pcs] Item 4 FABS 077937 — FAZ II, FBZ, FBN II for diameter from M6 - M12 1 FA-ST II M10 558790 SDS adapter; socket SW17 FAZ II M10, FBZ M10, FBN II M10, EXA M10 1 1 FA-ST II M12 558791 SDS adapter; socket SW19 FAZ II M12, FBZ M12, FBN II M12, EXA M12 FA-ST II M16 558792 SDS adapter; socket SW24 FAZ II M16, FBZ M16, FBN II M16, EXA M16 1 FA-ST II Set 558789 SDS adapter; socket SW17, SW19, SW24 FAZ II M10/M12/M16, FBZ M10/M12/M16, FBN II M10/M12/M16, EXA M10/M12/M16 1 FA-ST II spring 558793 Replacement spring FA-ST II M10/M12/M16 5 Loads Bolt anchor FAZ II Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-05/0069 has to be considered. 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 Nperm³) Vperm³) smin³) cmin³) Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 40 90 8 0.7 3.4 35 45 3.6 3.4 35 45 R 40 90 8 0.7 5.0 35 45 5.0 5.0 35 45 gvz 35 80 20 2.6 7.8 35 40 4.9 7.8 40 40 gvz 45 90 20 3.8 7.8 35 40 6.7 7.8 40 40 R 35 80 20 2.6 8.5 35 40 4.9 9.6 40 40 R 45 90 20 3.8 9.6 35 40 6.7 9.6 40 40 gvz 40 90 45 4.1 10.8 40 45 5.9 12.2 40 45 gvz 60 110 45 6.2 12.2 40 45 9.5 12.2 40 45 R 40 90 45 4.1 12.2 40 45 5.9 15.1 40 45 R 60 110 45 6.2 15.1 40 45 9.5 15.1 40 45 gvz 50 100 60 5.8 17.5 50 55 8.3 17.5 50 55 gvz 70 120 60 9.5 17.5 50 55 10.5 17.5 50 55 R 50 100 60 5.8 18.0 50 55 8.3 21.9 50 55 R 70 120 60 9.5 21.9 50 55 10.5 21.9 50 55 gvz 65 140 110 8.6 27.5 65 65 12.3 31.4 65 65 gvz 85 140 110 12.9 31.4 65 65 18.4 31.4 65 65 R 65 140 110 8.6 27.5 65 65 12.3 36.8 65 65 R 85 140 110 12.9 38.6 65 65 18.4 39.9 65 65 gvz 100 170 200 16.4 42.6 95 85 23.4 46.5 95 95 R 100 170 200 16.4 42.6 95 85 23.4 60.7 95 95 gvz 125 210 270 22.9 55.0 100 100 32.7 62.9 100 135 R 125 210 270 22.9 55.0 100 100 32.7 78.6 100 135 Type FAZ II 8 FAZ II 10 FAZ II 12 FAZ II 16 FAZ II 20 FAZ II 24 Non-cracked concrete Effective anchorage depth Material/ surface²) FAZ II 6 Cracked concrete 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) 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). ³) 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. 204
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