fischer fixing-systems main-catalogue Strana 96
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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Injection mortar FIS V Plus · Chemical fixings Curing times FIS VW Plus High Speed FIS V Plus FIS VS Plus Low Speed Temperature at anchoring base 3 Minimum curing time tcure ¹) Maximum processing time twork FIS VW Plus High Speed FIS V Plus FIS VS Plus Low Speed FIS VW Plus High Speed FIS V Plus [°C] [min.] [min.] [min.] [hrs.] [min.] [hrs.] [min.] [hrs.] FIS VS Plus Low Speed [min.] -10 – -5 ²) – – – 12 – – – – – > -5 – 0 ²) 5 – – 3 – 24 – – – > 0 – +5 ²) 5 13 – 3 – 3 – 6 – > +5 – +10 3 9 20 – 50 – 90 3 – > +10 – +20 1 5 10 – 50 – 60 2 – > +20 – +30 – 4 6 – – – 45 – 60 > +30 – +40 – 2 4 – – – 35 – 30 1) In wet concrete or water filled holes the curing times must be doubled. 2) Minimal cartridge temperature +5 °C Loads Injection system FIS V Plus with internal threaded anchor RG M I Permissible loads of a single anchor¹) ²) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-20/0603 has to be considered. Non-cracked concrete Screw Material³) Type RG M 8 I RG M 10 I RG M 12 I RG M 16 I RG M 20 I Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads Effective anchorage depth Minimum member thickness Maximum installation torque hef hmin Tinst, max Nperm4) Vperm4) smin4) cmin4) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 5.8 90 120 10 9.0 5.3 55 55 8.8 90 120 10 13.8 8.3 55 55 R-70 90 120 10 9.9 5.9 55 55 5.8 90 130 20 13.8 8.3 65 65 8.8 90 130 20 20.0 13.3 65 65 R-70 90 130 20 15.7 9.3 65 65 5.8 125 170 40 20.5 12.1 75 75 8.8 125 170 40 32.0 19.3 75 75 R-70 125 170 40 22.5 13.5 75 75 5.8 160 210 80 37.6 22.4 95 95 8.8 160 210 80 47.4 30.9 95 95 R-70 160 210 80 42.0 25.1 95 95 5.8 200 260 120 58.6 35.4 125 125 8.8 200 260 120 66.3 51.4 125 125 R-70 200 260 120 65.7 39.4 125 125 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 γ L = 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. The factor Ψsus for sustained load was taken into account with 1.0. 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. 96
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