CELO main catalog Page 140
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Metal anchors Quick-fix anchor BAZ plus Installation parameters BAZ plus Size M8 BAZ plus BAZ plus stainless zinc steel A4 plated BAZ plus Type M10 BAZ plus BAZ plus stainless zinc steel A4 plated M12 BAZ plus BAZ plus stainless zinc steel A4 plated M16 BAZ plus BAZ plus stainless zinc steel A4 plated 60 110 Torque Tinst [Nm] Width across flats SW [mm] 13 17 19 24 Gf [mm] 9 12 14 18 ̪[̪ ̪[̪ ̪[̪ ̪[̪ RIFOHDUDQFHKROHLQͤ[WXUH :DVKHURXWHU[WKLFNQHVV >PP@ 15 20 30 45 Spacing and edge distance BAZ plus Size Effective anchorage depth Minimum edge distance Minimum spacing Characteristic edge distance Characteristic spacing Min. thickness of structural part Reduced min. thickness of structural part1) M8 M10 M12 M16 hef [mm] 48 40 60 50 70 Cmin [mm] 40 50 50 60 55 65 IRU6̪͡>PP@ 55 190 100 215 110 150 65 85 Smin [mm] 35 50 40 55 60 IRU&̪͡>PP@ 50 95 60 110 70 95 Ccr [mm] 72 60 90 75 105 127 Scr [mm] 144 120 180 150 210 254 hmin [mm] 100 100 120 100 140 170 hmin-red [mm] 80 – 100 – – – If underrun the char. spacing or edge distance (Ccr or Scr) the loads must be reduced. hmin , Smin and Cmin must be observed. 1) Reduced min. thickness of structural part only in non-cracked concrete. Permissible loads BAZ plus Size Effective anchorage depth Permissible tension load M8 hef [mm] 1), 2) 48 M10 40 M12 60 50 M16 70 for single anchor without influence of spacing and edge distance in cracked concrete C20/25 85 3) BAZ plus zinc plated Nper [kN] 4,0 4,1 5,7 5,8 7,6 11,4 BAZ plus stainless steel A4 Nper [kN] 4,0 4,1 5,7 5,8 7,6 11,4 Permissible tension load 1), 2) for single anchor without influence of spacing and edge distance in non-cracked concrete C20/25 3) BAZ plus zinc plated Nper [kN] 5,2 5,7 9,0 8,3 11,9 17,1 BAZ plus stainless steel A4 Nper [kN] 5,2 5,7 9,0 8,3 11,9 17,1 Permissible shear load 1), 2) for single anchor without influence of spacing and edge distance in cracked concrete C20/25 3) BAZ plus zinc plated Vper [kN] 7,2 11,7 11,7 17,1 17,1 30,9 BAZ plus stainless steel A4 Vper [kN] 9,0 11,7 11,7 17,2 19,7 36,4 Permissible shear load 1), 2) for single anchor without influence of spacing and edge distance in non-cracked concrete C20/25 3) BAZ plus zinc plated Vper [kN] 7,2 11,7 11,7 17,1 17,1 30,9 BAZ plus stainless steel A4 Vper [kN] 9,0 11,7 11,7 19,7 19,7 39,2 BAZ plus zinc plated Mper [Nm] 15,0 29,1 51,4 125,6 BAZ plus stainless steel A4 Mper [Nm] 14,3 29,1 51,4 122,7 Permissible bending moment 1), 2) For further information please refer to the ETA assessment 2) /RDGͤJXUHVLQFOXGHWKHUHVLVWDQFHV̵SDUWLDOVDIHW\IDFWRUVDVSHU(7$DVVHVVPHQWVDQGDSDUWLDOVDIHW\IDFWRURQWKHDFWLRQRIɶF = 1,4. /RDGͤJXUHVDSSO\IRUDUHEDUVSDFLQJ6͡FPRUDOWHUQDWLYHO\IRUDUHEDUVSDFLQJ6͡FPLQFRPELQDWLRQZLWKDUHEDUGLDPHWHURIGV͠PP 3) )RUKLJKHUFRQFUHWHVWUHQJWKVXSWR&WKHYDOXHVLQFUHDVHE\PD[ 1) 139
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