The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS. zinc-plated steel stainless steel hot-dip galvanised steel

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Maximilian Caldwell
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1 The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS APPROVALS zinc-plated steel stainless steel hot-dip galvanised steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60, noncracked Also suitable for: Concrete C12/15 Natural stone with dense structure ADVANTAGES APPLICATIONS FUNCTIONING The standard anchorage depth achieves the maximum load-bearing capacities. Thus fewer fixing points and smaller anchor plates are required. The reduced anchorage depth reduces the drill hole depth. This minimises the amount of time needed for installation whilst increasing flexibility. The long thread balances component tolerances and allows for stand-off installations, thus increasing flexibility. Few hammer blows and the minimal torque slippage allow for a noticeably simpler installation. The drive-in pin protects the thread from damage, and thus ensures a faster installation and dismantling of the attachment. The FBN II is suitable for prepositioned and push-through installation; also suitable for stand-off installation under certain conditions. Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut). When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. The head embossing offers a simple control of the anchoring. In the case of series installation, we recommend using the FABS bolt anchor setting tool. Steel constructions Guard rails Consoles Ladders Cable conduits Machines Staircases Gates Façades Bolt anchor FBN II 1

2 Bolt anchor FBN II TECHNICAL DATA Bolt anchor FBN II galvanized Drill hole diameter Anchor length Max. usable length d o l t fix FBN II 6/ /- FBN II 6/ /- FBN II 6/ /- FBN II 8/ /20 FBN II 8/ /30 FBN II 8/ /40 FBN II 8/ /15 FBN II 8/ /60 FBN II 8/ /80 FBN II 8/ /110 FBN II 10/ /20 FBN II 10/ /30 FBN II 10/ /40 FBN II 10/ /60 FBN II 10/ /80 FBN II 10/ /110 FBN II 10/ /150 FBN II 10/ /170 FBN II 12/ /25 FBN II 12/ /35 FBN II 12/ /45 FBN II 12/ /65 FBN II 12/ /95 FBN II 12/ /115 FBN II 12/ /135 FBN II 12/ /155 FBN II 12/ /175 FBN II 16/ /40 FBN II 16/ /65 FBN II 16/ /95 FBN II 16/ /115 FBN II 16/ /155 FBN II 16/ /175 FBN II 16/ /215 FBN II 20/ /55 FBN II 20/ /85 FBN II 20/ /105 FBN II 20/ /145 A4 Drill hole diameter Anchor length Max. usable length d o l t fix FBN II 6/10 A /- FBN II 6/30 A /- FBN II 8/10 A /20 FBN II 8/30 A /40 2

3 Bolt anchor FBN II Drill hole diameter Anchor length Max. usable length d o l t fix FBN II 8/50 A /60 FBN II 10/10 A /20 FBN II 10/20 A /30 FBN II 10/30 A /40 FBN II 10/50 A /60 FBN II 10/100 A /110 FBN II 12/10 A /25 FBN II 12/20 A /35 FBN II 12/20 A /45 FBN II 12/20 A /65 FBN II 12/100 A /115 FBN II 16/10 A /25 FBN II 16/25 A /40 FBN II 16/50 A /65 FBN II 20/30 A /55 FBN II 20/60 A /85 hot dipped galvanized Drill hole diameter Anchor length Max. usable length d o l t fix FBN II 8/10 fvz /20 FBN II 8/30 fvz /40 FBN II 8/50 fvz /60 FBN II 8/70 fvz /80 FBN II 10/10 fvz /20 FBN II 10/30 fvz /40 FBN II 10/50 fvz /60 FBN II 10/100 fvz /110 FBN II 12/10 fvz /25 FBN II 12/30 fvz /45 FBN II 12/50 fvz /65 FBN II 12/100 fvz /115 FBN II 16/25 fvz /40 FBN II 16/50 fvz /65 FBN II 16/100 fvz /115 FBN II 20/30 fvz /55 3

4 Bolt anchor FBN II LOADS Bolt anchor FBN II Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete approval ETA - 07/0211 has to be considered. Non-cracked concrete Type Min. effective Max. effective Min. member Installation Permissible Permissible Min. Min. anchorage depth anchorage depth thickness torque tensile load shear load spacing edge distance 3) 3) 2) 2) h ef,min h ef,max h min T inst N perm V perm s min c min [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] FBN II 6 5) ,0 2,9 3, ,0 2,9 7, FBN II 8 5) ,0 6,1 7, FBN II ,0 6,1 12, ,0 8,5 12, FBN II ,0 8,5 17, ,0 12,6 17, FBN II ,0 12,6 29, ,0 17,2 31, FBN II ,0 17,2 38, ,0 25,9 38, ) The partial safety factors for material resistance as regulated in the approval as well as a 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge partial safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. distances or spacings (anchor groups) see approval. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Accurate data see 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. approval. 5) The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. applications. LOADS Bolt anchor FBN II A4 Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete approval ETA - 07/0211 has to be considered. Non-cracked concrete Type Min. effective Max. effective Min. member Installation Permissible Permissible Min. Min. anchorage depth anchorage depth thickness torque tensile load shear load spacing edge distance 3) 3) 2) 2) h ef,min h ef,max h min T inst N perm V perm s min c min [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] FBN II 6 A4 5) ,0 2,9 3, ,0 2,9 7, FBN II 8 A4 5) ,0 6,1 7, FBN II 10 A ,0 6,1 11, ,0 8,5 11, FBN II 12 A ,0 8,5 15, ,0 12,6 15, FBN II 16 A ,0 12,6 29, ,0 17,2 29, FBN II 20 A ,0 17,2 39, ,0 25,9 49, ) The partial safety factors for material resistance as regulated in the approval as well as a 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge partial safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. distances or spacings (anchor groups) see approval. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Accurate data see 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. approval. 5) The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. applications. 4

5 The cost-efficient fixing for flexible use in non-cracked concrete VERSIONS APPROVALS zinc-plated steel stainless steel hot-dip galvanised steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60, noncracked Also suitable for: Concrete C12/15 Natural stone with dense structure ADVANTAGES APPLICATIONS FUNCTIONING The standard anchorage depth achieves the maximum load-bearing capacities. Thus fewer fixing points and smaller anchor plates are required. The reduced anchorage depth reduces the drill hole depth. This minimises the amount of time needed for installation whilst increasing flexibility. The long thread balances component tolerances and allows for stand-off installations, thus increasing flexibility. Few hammer blows and the minimal torque slippage allow for a noticeably simpler installation. The drive-in pin protects the thread from damage, and thus ensures a faster installation and dismantling of the attachment. The FBN II is suitable for prepositioned and push-through installation; also suitable for stand-off installation under certain conditions. Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut). When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. The head embossing offers a simple control of the anchoring. In the case of series installation, we recommend using the FABS bolt anchor setting tool. Steel constructions Guard rails Consoles Ladders Cable conduits Machines Staircases Gates Façades Bolt anchor FBN II K 1

6 Bolt anchor FBN II K TECHNICAL DATA Bolt anchor FBN II K galvanized Drill hole diameter Min. drill-hole depth for through fixings Max. usable length d o h 2 t fix FBN II 8/5 K /5 FBN II 8/10 K /10 FBN II 10/5 K /5 FBN II 10/10 K /10 FBN II 12/5 K /5 FBN II 12/10 K /10 FBN II 12/30 K /30 FBN II 16/15 K /15 FBN II 16/25 K /25 FBN II 20/10 K /10 A4 Drill hole diameter Min. drill-hole depth for through fixings Max. usable length d o h 2 t fix FBN II 8/5 K A /5 FBN II 10/5 K A /5 FBN II 12/5 K A /5 FBN II 16/15 K A /15 hot dipped galvanized Drill hole diameter Min. drill-hole depth for through fixings Max. usable length d o h 2 t fix FBN II 8/5 K fvz /5 FBN II 10/5 K fvz /5 FBN II 12/5 K fvz /5 FBN II 16/15 K fvz /15 2

7 Bolt anchor FBN II K LOADS Bolt anchor FBN II Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete approval ETA - 07/0211 has to be considered. Non-cracked concrete Type Min. effective Max. effective Min. member Installation Permissible Permissible Min. Min. anchorage depth anchorage depth thickness torque tensile load shear load spacing edge distance 3) 3) 2) 2) h ef,min h ef,max h min T inst N perm V perm s min c min [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] FBN II 6 5) ,0 2,9 3, ,0 2,9 7, FBN II 8 5) ,0 6,1 7, FBN II ,0 6,1 12, ,0 8,5 12, FBN II ,0 8,5 17, ,0 12,6 17, FBN II ,0 12,6 29, ,0 17,2 31, FBN II ,0 17,2 38, ,0 25,9 38, ) The partial safety factors for material resistance as regulated in the approval as well as a 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge partial safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. distances or spacings (anchor groups) see approval. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Accurate data see 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. approval. 5) The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. applications. LOADS Bolt anchor FBN II A4 Highest permissible loads for a single anchor 1) in concrete C20/25 4) For the design the complete approval ETA - 07/0211 has to be considered. Non-cracked concrete Type Min. effective Max. effective Min. member Installation Permissible Permissible Min. Min. anchorage depth anchorage depth thickness torque tensile load shear load spacing edge distance 3) 3) 2) 2) h ef,min h ef,max h min T inst N perm V perm s min c min [mm] [mm] [mm] [Nm] [kn] [kn] [mm] [mm] FBN II 6 A4 5) ,0 2,9 3, ,0 2,9 7, FBN II 8 A4 5) ,0 6,1 7, FBN II 10 A ,0 6,1 11, ,0 8,5 11, FBN II 12 A ,0 8,5 15, ,0 12,6 15, FBN II 16 A ,0 12,6 29, ,0 17,2 29, FBN II 20 A ,0 17,2 39, ,0 25,9 49, ) The partial safety factors for material resistance as regulated in the approval as well as a 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge partial safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. distances or spacings (anchor groups) see approval. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Accurate data see 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. approval. 5) The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. applications. 3

Bolt anchor FAZ II GS Economic fixing for cracked concrete with large washer VERSIONS zinc-plated steel stainless steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60, cracked Concrete

suitable for fixing steel fixtures with long holes thanks to the special washer, and help to reduce installation effort.

The pre-fitted washer ensures a fast installation. Furthermore, the FAZ II GS bolt anchor offers all of the benefits of the FAZ II.

8 Bolt anchor FAZ II GS Economic fixing for cracked concrete with large washer VERSIONS zinc-plated steel stainless steel BUILDING MATERIALS Approved for: Concrete C20/25 to C50/60, cracked Concrete C20/25 to C50/60, noncracked Also suitable for: Concrete C12/15 Natural stone with dense structure APPROVALS ADVANTAGES APPLICATIONS FUNCTIONING The FAZ II GS with 8, 10 and 12 mm diameters are suitable for fixing steel fixtures with long holes thanks to the special washer, and help to reduce installation effort. The significantly larger outer diameter of the washers for FAZ II 16 GS ensures a larger supporting surface, and as such allows for use in wood construction. The pre-fitted washer ensures a fast installation. Furthermore, the FAZ II GS bolt anchor offers all of the benefits of the FAZ II. Anchor plates with long holes Façade sub-structures with long holes Wood constructions The FAZ II is suitable for prepositioned and push-through installation; also suitable for stand-off installation under certain conditions. Prior to installation, place the hexagon nut in the optimal position (the drive-in pin projects by approx. 3 mm out of the hexagon nut). When applying the torque, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. The head embossing offers a simple control of the anchoring. In the case of series installation, we recommend using the FABS bolt anchor setting tool /09/2013 1

9 Bolt anchor FAZ II GS TECHNICAL DATA galvanized Bolt anchor FAZ II GS Drill hole diameter Anchor length max. fixture thickness (stand ard) max. fixture thickness (reduc ed) Anchorage depth (reduced) d o l t fix t fix h ef, red. [mm] [mm] FAZ II 8/10 GS FAZ II 8/30 GS FAZ II 10/10 GS FAZ II 10/30 GS FAZ II 12/10 GS FAZ II 12/20 GS FAZ II 12/30 GS FAZ II 12/50 GS FAZ II 12/100 GS FAZ II 12/120 GS FAZ II 16/160 GS FAZ II 16/200 GS A4 Drill hole diameter Anchor length max. fixture thickness (stand ard) max. fixture thickness (reduc ed) Anchorage depth (reduced) d o l t fix t fix h ef, red. [mm] [mm] FAZ II 8/10 GS A FAZ II 8/30 GS A FAZ II 10/10 GS A FAZ II 10/30 GS A FAZ II 12/10 GS A FAZ II 12/30 GS A FAZ II 12/160 GS A FAZ II 16/160 GS A /09/2013 2

Highbond anchor FHB II-A S

Highbond anchor FHB II-A S The best performance in cracked concrete with the least installation effort VERSIONS APPROVALS zinc-plated steel stainless steel high corrosion-resistant steel ADVANTAGES BUILDING