VERSIONS. zinc-plated steel stainless steel highly corrosion-resistant steel BUILDING MATERIALS

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1 Efficient fixing for cracked concrete VERSIONS APPROVALS zinc-plated steel stainless steel highly corrosion-resistant 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 ADVANTAGES APPLICATIONS FUNCTIONING The optimised expansion clip allows for a high load-bearing capacity. Thus fewer fixing points and smaller anchor plates are required. The international approvals guarantee maximum safety and the best performance. The bolt geometry allows for optimal load distribution and therefore enables use close to s and in thin components. Fewer hammer blows and the minimal torque slippage allow for a noticeably simpler installation. The drive-in pin protects the thread from damage and ensures a troublefree dismantling of the fixture. 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. 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 anchor bolt setting tool. Steel constructions Guard rails Consoles Ladders Cable conduits Machines Staircases Gates Façades Wood constructions 1

2 TECHNICAL DATA galvanized FAZ II 8/ FAZ II 8/ FAZ II 8/ FAZ II 8/ FAZ II 8/ FAZ II 10/ FAZ II 10/ FAZ II 10/ FAZ II 10/ FAZ II 10/ FAZ II 10/ FAZ II 10/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 12/ FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 16/ FAZ II 20/ FAZ II 20/ FAZ II 20/ FAZ II 24/ FAZ II 24/ A4 FAZ II 8/10 A FAZ II 8/0 A FAZ II 8/50 A FAZ II 10/10 A FAZ II 10/20 A FAZ II 10/0 A FAZ II 10/50 A FAZ II 10/70 A FAZ II 10/160 A FAZ II 12/10 A FAZ II 12/20 A FAZ II 12/0 A

3 highly corrosion-resistant FAZ II 12/50 A FAZ II 12/60 A FAZ II 12/100 A FAZ II 12/160 A FAZ II 16/25 A FAZ II 16/50 A FAZ II 16/100 A FAZ II 20/0 A FAZ II 20/60 A FAZ II 24/0 A FAZ II 24/60 A FAZ II 8/10 C FAZ II 8/0 C FAZ II 10/10 C FAZ II 10/0 C FAZ II 12/10 C FAZ II 12/0 C FAZ II 16/25 C FAZ II 16/50 C

4 Hig fischer Anchor bolt setting tool FABS Fits anchor Sales unit Item Art.-No. [pcs] FABS FAZ II, FBN II, EXA for diameter from M6 - M12 1 Highest permissible loads for a single anchor in concrete C20/25 Effective anchorage depth member thickness Installation torque h ef h min T inst FAZ II ,0 2,4 6, , 6, FAZ II ,0 4, 11, ,6 11, FAZ II ,0 7,6 16, ,9 16, FAZ II ,0 1,4 1, ,8 1, FAZ II ,0 17,1 40, ,0 40, FAZ II ,0 24,0 49, ,6 49, with a s x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given min. and min. is not possible. One of them has to be increased according approval. For combination of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval

5 A4 Highest permissible loads for a single anchor in concrete C20/25 Effective anchorage depth member thickness Installation torque h ef h min T inst FAZ II 8 A ,0 2,4 6, , 6, FAZ II 10 A ,0 4, 11, ,6 11, FAZ II 12 A ,0 7,6 16, ,9 16, FAZ II 16 A ,0 1,4 1, ,8 1, FAZ II 20 A ,0 17,1 40, ,0 40, FAZ II 24 A ,0 24,0 49, ,6 49, with a s x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given min. and min. is not possible. One of them has to be increased according approval. C Highest permissible loads for a single anchor in concrete C20/25 For combination of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. Effective Installation anchorage member torque depth thickness h ef h min T inst FAZ II 8 C ,0 2,4 6, , 6, FAZ II 10 C ,0 4, 11, ,6 11, FAZ II 12 C ,0 7,6 16, ,9 16, FAZ II 16 C ,0 1,4 1, ,8 1, FAZ II 20 C ,0 17,1 40, ,0 40, FAZ II 24 C ,0 24,0 49, ,6 49, with a s x h ef and an c 1,5 x h ef. Accurate data see approval. Minimum possible axial s resp. while reducing the permissible load for the minimum member thickness (h min 2 x h ef ). The combination of the given min. and min. is not possible. One of them has to be increased according approval. For combination of tensile loads, shear loads, bending moments as well as reduced s or s (anchor groups) see approval. 1555

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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