fischer Rögzítőrendszerek főkatalógusa Pagina 166
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Superbond dynamic FSB dyn · Chemical fixings Loads Superbond dynamic with Superbond capsule RSB and threaded rod RG M Design values for cyclic fatigue loading¹) of a single anchor normal concrete of strength class C20/25²). For the design the complete current assessment ETA-19/0501 has to be considered. Material/ surface RG M 12 RG M 16 RG M 20 RG M 24 Minimum member thickness Installation torque Non-cracked concrete Design values of tension (∆NEd,max) and shear loads (∆VEd,max); minimum spacing (smin) and edge distances (cmin) with reduced loads Design values of tension (∆NEd,max) and shear loads (∆VEd,max); minimum spacing (smin) and edge distances (cmin) with reduced loads hef hmin Tinst ∆NEd,max³) ∆VEd,max³) smin³) cmin³) ∆NEd,max³) ∆VEd,max³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 8.8 75 110 40 3.3 2.0 55 55 4.5 2.0 55 55 8.8 110 140 40 4.5 2.0 55 55 4.5 2.0 55 55 8.8 150 180 40 4.5 2.0 55 55 4.5 2.0 55 55 R-70 75 110 40 3.3 2.7 55 55 4.9 2.7 55 55 R-70 110 140 40 4.9 2.7 55 55 4.9 2.7 55 55 R-70 150 180 40 4.9 2.7 55 55 4.9 2.7 55 55 8.8 95 140 60 6.2 3.7 65 65 8.4 3.7 65 65 8.8 125 170 60 8.4 3.7 65 65 8.4 3.7 65 65 8.8 190 230 60 8.4 3.7 65 65 8.4 3.7 65 65 R-70 95 140 60 6.2 4.9 65 65 9.2 4.9 65 65 R-70 125 170 60 8.8 4.9 65 65 9.2 4.9 65 65 R-70 190 230 60 9.2 4.9 65 65 9.2 4.9 65 65 R-70 170 220 120 14.3 7.6 85 85 14.3 7.6 85 85 R-70 210 260 120 14.3 7.6 85 85 14.3 7.6 85 85 R-70 210 270 150 20.2 11.0 105 105 20.6 11.0 105 105 Type 3 Effective anchorage depth Cracked concrete ¹) The design values of the cyclic fatigue loading apply for load cycles > 108 in accordance with design method I acc. to TR061 - for unknown static lower load. If the static lower load is known and / or for lower number of load cycles higher load values are possible. The partial safety factors as regulated in the design standard are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef . The given load values apply for anchorages in dry and wet concrete and temperatures in the base material up to 50 °C (resp. short-term up to 80 °C) and drill hole cleaning acc. to assessment. ²) For higher concrete strength classes up to C50/60 higher permissible loads may be possible, see assessment. The concrete is assumed to be standard-reinforced. ³) In the case of combinations of tension loads, 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 assessment. 166
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