fischer Rögzítőrendszerek főkatalógusa Page 531
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Render fixing FIF-PN 8 · Insulation fixings Loads Render fixing FIF-PN³) Highest permissible loads for a single anchor¹)4) for fixing of external thermal insulation composite systems with rendering. For the design the complete assessment ETA-18/0253 has to be considered. Concrete and masonry Type FIF-PN Brick raw density Minimum compressive brick strength Minimum embedment depth Minimum member thickness Permissible tensile load Minimumspacing5) Minimum edge distance5) ρ fb hnom [N/mm²] [mm] hmin [mm] Nperm [kg/dm³] [kN] smin [mm] cmin [mm] Concrete according to EN 206-1:2013 - C12/15 – C50/60 356) 100 0.15 100 100 Solid clay bricks Mz according to EN 771-1:2011 ≥ 2.0 12 356) 100 0.15 100 100 Vertically perforated clay bricks HLz according to EN 771-1:2011 ≥ 1.0 12 357) 100 0.13 100 100 Lightweight aggregate concrete LAC according to EN 1520:2011 ≥ 0.8 6 556) 100 0.10 100 100 Autoclaved aerated concrete blocks AAC according to EN 771-4:2011 ≥ 0.5 6 557) 100 0.10 100 100 ¹) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of γL = 1,5 are considered. ²) Possible minimum spacing resp. edge distance according to assessment. ³) Plastic anchor for fixing of external thermal insulation composite systems with rendering according to. Only tensile wind loads are permitted. 4) The given loads are valid for installation and use of fixations in dry base material for temperatures in the substrate up to +24 °C (resp. short term up to +40 °C). 5) Restrictions concerning the manufacturer and the permissible hole patterns as well as the web thickness see assessment. 6) Drill method hammer drilling. 7) Rotary drilling. 11 531
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