CELO main catalog Page 181
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CELO Fastening injection system ResiFIX VY ECO SF Fastening in masonry (Solid and hollow brick) Permissible loads in [kN] and installation parameters - selection; for additional brick types and application conditions please see ETA assessment. Density Suitable building materials ƛ [kg/ dm³] Compressive strength Anchor studs RESI AST, VA AST Sleeve fb [N/mm²] Size Use category Min. Anchorage depth Size dry / dry 24°/40° 1) hef Tension load Nper Shear load Vper [mm] [kN] [kN] M8 without / SH 12-80 80 / 80 1,29 / 1,14 1,29 / 1,14 M10 without / SH 16-85 90 / 85 1,29 / 1,14 1,29 / 1,29 ͡ ͡ M12 without / SH 20-85 100 / 85 1,57 / 1,14 1,43 / 1,43 M16 without / SH 20-85 100 / 85 1,29 / 1,14 1,43 / 1,43 M8 without / SH 12-80 80 / 80 0,71 / 0,86 1,29 / 1,14 M10 without / SH 16-85 90 / 85 0,71 / 0,86 1,57 / 1,43 Solid brick Mz ͡ ͡ (DF) M12 without / SH 20-85 100 / 85 0,57 / 0,86 2,14 / 1,43 M16 without / SH 20-85 100 / 85 1,00 / 0,86 2,14 / 1,43 M8 without 80 0,32 0,54 M10 without 90 0,89 0,71 Aerated concrete AAC4 ͡ ͡ M12 without 100 0,89 0,89 M16 without 100 1,25 1,25 M8 SH 12-80 80 0,57 0,71 M10 SH 16-85 85 0,57 1,00 Hollow sand-lime brick M10 SH 16-130 130 1,00 1,29 ͡ ͡ KSL (KSL 3DF) M12 SH 20-85 85 0,57 1,00 M16 SH 20-85 85 0,57 1,00 M8 SH 12-80 80 0,43 1,00 M10 SH 16-85 85 0,71 1,71 Hollow brick HLz M10 SH 16-130 130 1,00 2,29 ͡ ͡ (16DF) M12 SH 20-85 85 1,00 1,71 M16 SH 20-85 85 1,00 1,71 Nper, Vper: Permissible loads incl. safety factors (ɶM and ɶF = 1,4), without influence of spacing and edge distance. 'ULOOLQJPHWKRG .6DQG0] KDPPHUGULOOLQJ $HUDWHGFRQFUHWH.6/DQG+/] URWDU\GULOOLQJ 1) 0D[ORQJWHUPWHPSHUDWXUHPD[VKRUWWHUPWHPSHUDWXUH/RQJWHUPWHPSHUDWXUHLVFRQVWDQWRYHUDORQJHUSHULRGRIWLPH7KHVKRUWWHUPWHPSHUDWXUHLVRQO\SUHVHQW for a short time (day/night change). Solid sand-lime brick KS (NF) Spacing and edge distance Solid brick Mz (DF) Aerated concrete AAC4 Hollow sand-lime brick KSL (KSL 3DF) Hollow brick HLz (16DF) 180 M8 M10 M12 M16 M8 M10 M12 M16 M8 M10 M12 M16 M8 M10 M10 M12,M16 M8 M10 M10 M12,M16 Sleeve without without without without without without without without without without without without SH 12-80 SH 16-85 SH 16-130 SH 20-85 SH 12-80 SH 16-85 SH 16-130 SH 20-85 [mm] [mm] [mm] Char. Spacing perpendicular to the bearing joint scr, ŏ [mm] 120 135 150 150 120 135 150 150 120 135 150 150 100 100 100 120 100 100 100 120 120 135 150 150 120 135 150 150 120 135 150 150 100 100 100 120 100 100 100 120 240 270 300 300 240 270 300 300 240 270 300 300 240 240 240 240 497 497 497 497 240 270 300 300 240 270 300 300 240 270 300 300 240 240 240 240 497 497 497 497 Permissible bending moment Min. Max. Spacing Torque smin Tinst [mm] [Nm] 240 270 300 300 240 270 300 300 240 270 300 300 113* 113* 113* 113* 238** 238** 238** 238** 10 20 20 20 6 10 10 10 2 2 2 2 8 8 8 8 6 6 6 6 Anchor stud Steel M8 M10 M12 M16 Zinc plated 5.8 Mper [Nm] 10,8 21,2 37,7 94,9 Stainless steel A4 Mper [Nm] 11,9 23,8 42,1 106,2 scr,II cmin sPLQ smin,II sFU Solid sand-lime brick KS (NF) Anchor stud Char. Min. Spacing Edge parallel to the distance bearing joint cmin scr,II sPLQ Suitable building materials Char. Edge distance ccr smin,II cmin * Values are valid for S . For SminII 240 mm is valid. min ŏ ** Values are valid for S . For SminII 497 mm is valid. min ŏ
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