CELO main catalog Page 177
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CELO Fastening injection system ResiFIX VYSF Fastening in masonry (Solid and hollow brick) Standard and Cool 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 M8 without / SH 12-80 M10 without / SH 16-85 ͡ ͡ M12 without / SH 20-85 M16 without / SH 20-85 M8 without / SH 12-80 M10 without / SH 16-85 Solid brick Mz ͡ ͡ (DF) M12 without / SH 20-85 M16 without / SH 20-85 Aerated concrete AAC2 ͡ ͡ M8 without M10 without Aerated concrete AAC4 ͡ ͡ M12 without M16 without M8 SH 16-85 M10 SH 16-85 Hollow sand-lime brick M10 SH 16-130 ͡ ͡ KSL (KSL 3DF) M12 SH 20-85 M16 SH 20-85 M8 SH 12-80 M10 SH 16-85 Hollow brick HLz M10 SH 16-130 ͡ ͡ (10DF) M12 SH 20-85 M16 SH 20-85 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[VKRUWWHUPWHPSHUDWXUHDIWHULQVWDOODWLRQ Solid sand-lime brick KS (NF) dry / dry 24°/40° 1) hef Tension load Nper Shear load Vper [mm] [kN] [kN] 80 / 80 90 / 85 100 / 85 100 / 85 80 / 80 90 / 85 100 / 85 100 / 85 80 90 100 100 85 85 130 85 85 80 85 130 85 85 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,29 / 2,29 0,43 / 1,07 0,43 / 1,07 0,71 / 1,79 0,71 / 1,79 0,64 0,64 0,64 1,65 1,65 0,55 0,55 0,55 1,11 1,11 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,00 / 2,00 2,29 / 2,29 2,29 / 2,29 2,29 / 2,29 3,43 / 3,43 0,54 / 1,61 0,89 / 2,68 0,71 / 2,68 0,71 / 2,68 1,53 1,53 1,53 1,53 1,53 1,77 1,77 1,77 1,77 2,55 Spacing and edge distance Sleeve M8 without M10 without M12 without M16 without M8 without Solid M10 without brick Mz M12 without (DF) M16 without M8 without Aerated M10 without concrete M12 without AAC6 M16 without M8 SH 12-80 Hollow M10 SH 16-85 sand-lime brick KSL M10 SH 16-130 (KSL 3DF) M12,M16 SH 20-85 M8 SH 12-80 Hollow M10 SH 16-85 brick HLz M10 SH 16-130 (10DF) M12,M16 SH 20-85 Solid sand-lime brick KS (NF) 176 [mm] [mm] [mm] 150 150 150 150 150 150 150 150 150 150 150 150 120 120 120 120 120 120 120 120 60 60 60 60 60 60 60 60 50* 50* 50* 50* 240 240 240 240 240 240 240 240 300 300 300 300 240 240 240 240 300 300 300 300 60 60 60 60 50 50 50 50 150 150 150 150 130 130 130 130 250 250 250 250 120 120 120 120 250 250 250 250 75 75 75 75 65 65 65 65 50 50 50 50 120 120 120 120 50 50 50 50 10 10 15 15 10 10 10 10 5 5 10 16 5 5 5 8 5 10 10 10 Permissible bending moment Anchor stud Steel M8 M10 M12 M16 Zinc plated 5.8 Mper [Nm] 10,9 21,1 37,7 94,4 Stainless steel A4 Mper [Nm] 11,9 23,8 42,1 106,7 scr,II cmin sPLQ smin,II sFU Anchor stud Char. Spacing perpenMin. Max. dicular Spacing Torque to the smin Tinst bearing joint scr, ŏ [mm] [mm] [Nm] sPLQ Suitable building materials Char. Char. Spacing Min. parallel Edge Edge distan- distanto the ce bearing ce joint ccr cmin scr,II smin,II cmin 9DOXHVDUHYDOLGIRUSXOORXWORDG IRUVKHDUORDGSDUDOOHOWRWKHIUHH HGJH PPIRUVKHDUORDGSHUSHQGLFXODUWRWKHIUHHHGJH [Kef Group factors for anchor groups under tension, shear load parallel or perpendicular to the free edge: please see ETA assessment
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