fischer ETICS-Fixings EWI catalogue Page 10
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TECHNICAL DATA Ø 60 mm l termoz PN 8 h nom t fix h1 Approval tfix = thickness of insulation + glue + old render Item termoz PN 8/110 termoz PN 8/130 termoz PN 8/150 termoz PN 8/170 termoz PN 8/190 termoz PN 8/210 termoz PN 8/230 Art.-No. 506325 506326 506327 506328 506329 506330 506331 ETA ■ ■ ■ ■ ■ ■ ■ Drill hole diameter d0 [mm] 8 8 8 8 8 8 8 Min. drill hole Effect. anchorage Anchor length depth depth h1 hnom l [mm] [mm] [mm] 45 45 45 45 45 45 45 35 35 35 35 35 35 35 Max. usable length tfix [mm] Disc Ø Sales unit [mm] [pcs] 70 90 110 130 150 170 190 60 60 60 60 60 60 60 100 100 100 100 100 100 100 108 128 148 168 188 208 228 Hammerset fixings termoz PN 8 for building material class D + E: h1 = 65 mm, hnom = 55 mm LOADS termoz PN 8 3) Highest permissible loads for a single anchor1) 4) for multiple use for non-structural applications. For the design the complete assessment ETA-09/0171 has to be considered. Type Brick raw density min. compressive min. min. brick strength embedment depth member thickness fb hnom hmin [kg/dm³] [N/mm²] [mm] [mm] permissible tensile load 3) Nperm [kN] Concrete and masonry min. min. spacing 2) edge distance 2) smin cmin [mm] [mm] 2 Concrete 0,17 C12/15 C16/20 100 0,17 356) C50/60 0,17 Solid Clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, Mz 100 0,20 PN 8 ≥ 2,0 12 355) 6) Calcium silicate solid bricks, e.g. acc. to DIN V 106:2005-10, EN 771-2:2011, KS 100 0,20 PN 8 ≥ 1,8 12 355) 6) Vertically perforated clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, HLz 100 0,13 PN 8 ≥ 1,0 12 355) 7) Hollow calcium silicate brick, acc. to DIN V 106:2005-10, EN 771-2:2011, KSL 100 0,13 PN 8 ≥ 1,4 12 355) 6) Hollow brick light-weight concrete, e.g. acc. to DIN V 18153-100: 2005-10, EN 771-3:2011 Hbl 100 0,17 PN 8 ≥ 1,2 10 356) Lightweight Aggregate Concrete acc. to DIN EN 1520, LAC 100 0,13 PN 8 ≥ 0,9 6 555) 6) Autoclaved aerated concrete blocks, e.g. AAC acc. to DIN V 4165-100:2005-10, EN 771-4 0,10 ≥ 0,5 4 555) 7) 100 PN 8 0,13 ≥ 0,6 6 555) 7) PN 8 1) 2) 3) 4) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of L = 1,5 are considered. Minimum possible axial spacings resp. edge distances acc. assessment. Plastic anchor for fixing of external thermal insulation composite systems with rendering acc. ETAG 014. Only tensile wind loads are permitted. The given loads are valid for installation and use of fixations in dry masonry for temperatures in the substrate up to +24 °C (resp. short term up to 40 °C). 5) 6) 7) 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Restrictions concerning the manufacturer and the permissible hole patterns as well as the web thickness see assessment. Hammer drilling Rotary drilling 7
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