High performance steel anchors
Transcription
High performance steel anchors
2 High performance steel anchors High performance steel anchors 2 2 2 Steel anchors ▪▪ FAZ II anchor bolt ▪▪ FBN II anchor bolt ▪▪ FH II high performance anchor ▪▪ FZA / FZA-D / FZA-I Zykon undercut anchors ▪▪ FZEA II Zykon hammerset anchor ▪▪ FBS concrete screw ▪▪ EA II hammerset anchor ▪▪ FNA II nail anchor 3 6 10 16 21 24 29 32 ▪▪ T AM-T BP security anchor ▪▪ FA throughbolt ▪▪ FSA sleeve anchor ▪▪ FWB wallbolt ▪▪ FDBB fixing set for diamond drills ▪▪ FHY hollow ceiling anchor 35 36 37 40 43 44 FAZ II Anchor bolt Bolt anchor Efficient fixing for cracked concrete Cable trays VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel ▪▪ highly corrosion-resistant steel BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, cracked and non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure High performance steel anchors Balcony railings 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The 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 provides maximum load distribution which enables use close to edges and in thin components. ▪▪ Fewer hammer blows and minimal torque slippage provides a more simplified installation process ▪▪ The drive-in pin protects the thread from damage and ensures a troublefree dismantling of the fixture. ▪▪ Steel constructions ▪▪ Guard rails ▪▪ Consoles ▪▪ Ladders ▪▪ Cable conduits ▪▪ Machines ▪▪ Staircases ▪▪ Gates ▪▪ Façades ▪▪ Wood constructions ▪▪ The FAZ II is suitable for pre-positioned 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 anchor bolt setting tool. INSTALLATION 3 FAZ II Anchor bolt 2 Bolt anchor FAZ II Items to order only Item FAZ II 8/10 FAZ II 8/10 FAZ II 8/30 FAZ II 8/30 FAZ II 8/50 FAZ II 8/100 FAZ II 8/160 FAZ II 10/10 FAZ II 10/10 FAZ II 10/20 FAZ II 10/20 FAZ II 10/30 FAZ II 10/30 FAZ II 10/30 FAZ II 10/50 FAZ II 10/70 FAZ II 10/80 FAZ II 10/100 FAZ II 10/160 FAZ II 12/10 FAZ II 12/10 FAZ II 12/20 FAZ II 12/30 FAZ II 12/30 FAZ II 12/50 FAZ II 12/60 FAZ II 12/80 FAZ II 12/100 FAZ II 12/160 FAZ II 12/160 FAZ II 12/200 FAZ II 16/25 FAZ II 16/25 FAZ II 16/50 FAZ II 16/50 FAZ II 16/100 FAZ II 16/160 FAZ II 16/200 FAZ II 16/250 FAZ II 16/300 FAZ II 20/30 FAZ II 20/30 FAZ II 20/60 FAZ II 20/60 FAZ II 20/160 FAZ II 24/30 FAZ II 24/30 FAZ II 24/60 FAZ II 24/60 zinc-plated steel stainless steel highly corrosion resistant steel Drill hole diameter Art.-No. gvz Art.-No. A4 Art.-No. C ETA ICC 094871 — 094877 — 094878 094879 503251 094981 — 094982 — 094983 — — 094984 — 094985 094986 503252 095419 — 095420 095421 — 095446 — 095454 095470 503253 — 095605 — 095836 095864 — 095865 503254 095967 095968 096188 046632 — 046633 — 503255 046635 — 046636 — 501396 — 501399 — 501401 — — 501403 — — 501406 — 501407 — 501409 501410 — 501411 501412 501413 — 501415 501416 — 501419 501420 — 501421 — 503180 — 501423 — — 501424 501425 — — — — — 501426 — 503183 — — 501427 — 503184 — 501428 — 501429 — — — — 501430 — — — — 503185 — — — — — — 503186 — — 501431 — — — — — — — — 501432 503187 — — — — — — — — — — — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ Approval High performance steel anchors TECHNICAL DATA Anchor length do Min. drillhole depth for through fixings h2 [mm] [mm] 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 16 16 16 16 16 16 16 16 16 20 20 20 20 20 24 24 24 24 65 65 85 85 105 155 215 85 85 95 95 105 105 105 125 145 155 175 235 100 100 110 120 120 140 150 170 190 250 250 290 135 135 160 160 210 270 310 360 410 155 155 185 185 285 185 185 215 215 75 75 95 95 115 165 225 95 95 105 105 115 115 115 135 155 165 185 245 110 110 120 130 130 150 160 180 200 260 260 300 148 148 173 173 223 283 323 373 423 172 172 202 202 302 205 205 235 235 FAZ II GS 8/10/12/16 with large washers also available to order, please ask for details 4 Max. fixture thickness Thread Width across nut Sales unit l t fix Ø x length SW [mm] [mm] [mm] [mm] [pcs] 10 10 30 30 50 100 160 10 10 20 20 30 30 30 50 70 80 100 160 10 10 20 30 30 50 60 80 100 160 160 200 25 25 50 50 100 160 200 250 300 30 30 60 60 160 30 30 60 60 M 8 x 21 M 8 x 21 M 8 x 41 M 8 x 41 M 8 x 61 M 8 x 100 M 8 x 100 M 10 x 24 M 10 x 24 M 10 x 34 M 10 x 34 M 10 x 44 M 10 x 44 M 10 x 44 M 10 x 64 M 10 x 84 M 10 x 94 M 10 x 100 M 10 x 100 M 12 x 27 M 12 x 27 M 12 x 37 M 12 x 47 M 12 x 47 M 12 x 67 M 12 x 77 M 12 x 97 M 12 x 100 M 12 x 100 M 12 x 100 M 12 x 100 M 16 x 47 M 16 x 47 M 16 x 72 M 16 x 72 M 16 x 100 M 16 x 100 M 16 x 100 M 16 x 100 M 16 x 100 M 20 x 54 M 20 x 54 M 20 x 84 M 20 x 84 M 20 x 100 M 24 x 58 M 24 x 58 M 24 x 88 M 24 x 88 13 13 13 13 13 13 13 17 17 17 17 17 17 17 17 17 17 17 17 19 19 19 19 19 19 19 19 19 19 19 19 24 24 24 24 24 24 24 24 24 30 30 30 30 30 36 36 36 36 50 10 50 10 50 25 20 50 10 25 50 25 50 10 20 20 20 20 20 20 10 20 20 10 20 20 20 20 10 20 10 20 20 10 20 10 10 10 10 10 5 4 5 4 5 5 4 5 4 FAZ II Anchor bolt ACCESSORIES Sales unit [pcs] Fits anchor Item FABS Art.-No. 077937 FAZ II, FBN II, EXA for diameter from M6 - M12 1 LOADS Bolt anchor FAZ II Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 05/0069 has to be considered. Type FAZ II 8 FAZ II 10 FAZ II 12 FAZ II 16 FAZ II 20 FAZ II 24 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness5) hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 45 60 70 85 100 125 100 120 140 170 200 250 20,0 45,0 60,0 110,0 200,0 270,0 2,4 4,3 7,6 13,4 17,1 24,0 6,9 11,4 16,9 31,4 40,0 49,1 35 40 45 60 95 100 40 45 55 65 85 100 4,3 7,6 11,9 18,8 24,0 33,6 6,9 11,4 16,9 31,4 40,0 49,1 40 40 50 60 95 100 40 45 55 65 95 135 LOADS 2 Bolt anchor FAZ II A4 Highest permissible loads for a single anchor1) in concrete C20/254) . For the design the complete approval ETA - 05/0069 has to be considered. Type FAZ II 8 A4 FAZ II 10 A4 FAZ II 12 A4 FAZ II 16 A4 FAZ II 20 A4 FAZ II 24 A4 High performance steel anchors fischer Anchor bolt setting tool FABS Cracked concrete Installation Permissible Permissible Min. Effective Min. torque tensile load shear load spacing anchorage member depth thickness5) hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 45 60 70 85 100 125 100 120 140 170 200 250 20,0 45,0 60,0 110,0 200,0 270,0 2,4 4,3 7,6 13,4 17,1 24,0 6,9 11,4 16,9 31,4 40,0 49,1 35 40 45 60 95 100 40 45 55 65 85 100 4,3 7,6 11,9 18,8 24,0 33,6 6,9 11,4 16,9 31,4 40,0 49,1 40 40 50 60 95 100 40 45 55 65 95 135 LOADS Bolt anchor FAZ II C Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 05/0069 has to be considered. Type FAZ II 8 C FAZ II 10 C FAZ II 12 C FAZ II 16 C FAZ II 20 C FAZ II 24 C Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness5) hef hmin Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 45 60 70 85 100 125 100 120 140 170 200 250 20,0 45,0 60,0 110,0 200,0 270,0 2,4 4,3 7,6 13,4 17,1 24,0 6,9 11,4 16,9 31,4 40,0 49,1 35 40 45 60 95 100 40 45 55 65 85 100 4,3 7,6 11,9 18,8 24,0 33,6 6,9 11,4 16,9 31,4 40,0 49,1 40 40 50 60 95 100 40 45 55 65 95 135 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load for the minimum member thickness (hmin ≧ 2 x hef). The combination of the given min. spacing and min. edge distance is not possible. One of them has to be increased according approval. 1) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) For combination of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) According approval the minimum member thickness (hmin ≧ 2 x hef) can be reduced under specific conditions. 3) 5 High performance steel anchors FBN II Anchor bolt The cost-efficient fixing for flexible use in non-cracked concrete Stormwater overflow tank manholes 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 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The standard anchorage depth achieves the maximum load-bearing capacities so 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 more flexible areas of use. ▪▪ The long thread allows flexible fixture thickness for stand-off installations. ▪▪ With only a few hammer blows and minimal torque slippage installation is a simple process. ▪▪ The drive-in pin protects the thread from damage, and ensures a faster installation and dismantling of the attachment. ▪▪ Steel constructions ▪▪ Guard rails ▪▪ Consoles ▪▪ Ladders ▪▪ Cable conduits ▪▪ Machines ▪▪ Staircases ▪▪ Gates ▪▪ Façades ▪▪ The FBN II is suitable for pre-positioned and push-through installation; also suitable for stand-off installation under certain conditions. ▪▪ Prior to installation, place the hexagon nut in the optimal position so that the drive-in pin projects by approx. 3 mm out of the hexagon nut. ▪▪ When applying torque, the cone is pulled into the expansion clip and expands it against the drill hole wall. ▪▪ The embossed head offers a simple control of the anchoring. ▪▪ For a series of installations we recommend using the FABS bolt anchor setting tool. INSTALLATION 6 Column bases FBN II Anchor bolt TECHNICAL DATA Item FBN II 6x5 (6/5) FBN II 6x55 (6/10) FBN II 6x75 (6/30) FBN II 8x65 (8/65) FBN II 8x55 K (8/5) FBN II 8x55 K (8/55) FBN II 8x60 K (8/10) FBN II 8x70 (8/10) FBN II 8x70 (8/10) FBN II 8x80 (8/20) FBN II 8x90 (8/20) FBN II 8x90 (8/20) FBN II 8x110 (8/50) FBN II 8x110 (8/50) FBN II 8x130 (8/70) FBN II 10x70 K (10/5) FBN II 10x70 K (10/5) FBN II 10x75 K (10/10) FBN II 8x130 (8/70) FBN II 8x160 (8/100) FBN II 10x85 (10/10) FBN II 10x85 (10/10) FBN II 10x95 (10/20) FBN II 10x105 (10/30) FBN II 10x105 (10/30) FBN II 10x125 (10/50) FBN II 10x125 (10/50) FBN II 10x145 (10/70) FBN II 10x175 (10/100) FBN II 10x175 (10/100) FBN II 10x215 (10/140) FBN II 10x235 (10/160) FBN II 12x85 K (12/5) FBN II 12x90 K (12/5) FBN II 12x90 K (12/5) FBN II 12x105 (12/10) FBN II 12x105 (12/10) FBN II 12x110 K (12/30) FBN II 12x115 (12/20) FBN II 12x125 (12/30) FBN II 12x125 (12x30) FBN II 12x145 (12/50) FBN II 12x145 (12/50) FBN II 12x175 (12/80) FBN II 12x195 (12/100) FBN II 12x195 (12/100) FBN II 12x215 (12/120) FBN II 12x235 (12/140) FBN II 12x255 (12/160) FBN II 16x130 (16/10) stainless steel hot-dip galvanised steel Approval Items to order only zinc-plated steel Drill hole Min. Drill diameter hole depth for through fixings h2 do Thread Width across nut l Max. usable length hef,standard/ hef,reduced tfix Ø x length SW Anchor length Sales unit Art.-No. gvz Art.-No. A4 Art.-No. fvz ETA [mm] [mm] [mm] [mm] [mm] [mm] [pcs] 505526 1) 2) 505527 1) 2) 505528 1) 2) 040662 040806 — 040807 040664 — 040669 040700 — 040771 — 040777 040946 — 040947 — 040783 040827 — 040851 040854 — 040855 — 040931 040943 — 040944 040945 045272 — 045273 040950 — 045274 044558 045263 — 045264 — 045265 045266 — 045267 045268 045269 — — 505532 1) 2) 505535 1) 2) — 508007 — — 507555 — — 507556 — 507557 — — 508010 — — — — 507558 — 507559 507560 — 507561 — — 507562 — — — 508011 — — 507563 — — 507564 507565 — 507566 — — 507567 — — — — 507568 — — — — — 508012 — — 507575 — — 507576 — 507577 — — 508013 — 507578 — — 507579 — — 507580 — 507582 — — 507583 — — — 508014 — — 507589 — — — 507591 — 507592 — — 507596 — — — — ■ ■ ■ ■ ■ — ■ ■ — ■ ■ — ■ — ■ ■ — ■ — ■ ■ — ■ ■ — ■ — ■ ■ — ■ ■ ■ — ■ ■ — ■ ■ ■ — ■ — ■ ■ — ■ ■ ■ ■ 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 16 45 50 70 61 51 51 56 66 66 76 86 86 106 106 126 63 63 68 126 156 78 78 88 98 98 118 118 138 168 168 208 228 75 75 80 95 95 100 105 115 115 135 135 165 185 185 205 225 245 114 50 55 75 66 56 56 61 71 71 81 91 91 111 111 131 71 71 76 131 161 86 86 96 106 106 126 126 146 176 176 216 236 86 86 91 106 106 111 116 126 126 146 146 176 196 196 216 236 256 130 5/10/ 30/5/15 -/5 -/5 -/10 10/20 10/20 20/30 30/40 30/40 50/60 50/60 70/80 -/5 -/5 -/10 70/80 100/110 10/20 10/20 20/30 30/40 30/40 50/60 50/60 70/80 100/110 100/110 140/150 160/170 -/5 -/5 -/10 10/25 10/25 -/30 20/35 30/45 30/45 50/65 50/65 80/95 100/115 100/115 120/135 140/155 160/175 10/25 M 6 x 12 M 6 x 17 M 6 x 35 M 8 x 34 M 8 x 24 M 8 x 24 M 8 x 29 M 8 x 39 M 8 x 39 M 8 x 49 M 8 x 59 M 8 x 59 M 8 x 79 M 8 x 79 M 8 x 99 M 10 x 31 M 10 x 31 M 10 x 36 M 8 x 99 M 8 x 129 M 10 x 46 M 10 x 46 M 10 x 56 M 10 x 66 M 10 x 66 M 10 x 86 M 10 x 86 M 10 x 106 M 10 x 136 M 10 x 136 M 10 x 176 M 10 x 196 M 12 x 39 M 12 x 39 M 12 x 44 M 12 x 59 M 12 x 59 M 12 x 64 M 12 x 69 M 12 x 79 M 12 x 79 M 12 x 99 M 12 x 99 M 12 x 129 M 12 x 149 M 12 x 149 M 12 x 169 M 12 x 189 M 12 x 189 M 16 x 74 10 10 10 13 13 13 13 13 13 13 13 13 13 13 13 17 17 17 13 13 17 17 17 17 17 17 17 17 17 17 17 17 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 24 100 100 100 50 50 50 50 50 50 50 50 50 50 50 20 50 50 50 20 20 50 50 50 50 50 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 10 High performance steel anchors Bolt anchor FBN II 2 7 FBN II Anchor bolt 2 Items to order only zinc-plated steel stainless steel hot-dip galvanised steel Approval High performance steel anchors TECHNICAL DATA Drill hole diameter do Min. drill hole depth for through fixings h2 Anchor length l Max. usable length hef,standard/ hef,reduced tfix Thread Ø x length ETA [mm] [mm] [mm] [mm] [mm] Art.-No. Art.-No. Art.-No. Item gvz A4 fvz FBN II 16x120 K (16/15) 045571 508745 — ■ 16 104 120 -/15 M 16 x 64 FBN II 16x145 K (16/15) — — 507597 — 16 104 120 -/15 M 16 x 64 FBN II 16x130 K (16/25) 045572 — — ■ 16 114 130 -/25 M 16 x 74 FBN II 16x260 (16/140) 045568 — — ■ 16 244 260 140/155 M 16 x 184 FBN II 16x280 (16/160) 045569 — — ■ 16 264 280 160/175 M 16 x 184 FBN II 16x320 (16/200) 045570 — — ■ 16 304 320 200/215 M 16 x 100 FBN II 20x10 K (20/10) 045577 — — ■ 20 120 142 -/10 M 20 x 50 FBN II 20x185 (20/30) 045573 507571 — ■ 20 165 187 30/55 M 20 x 90 FBN II 20x185 (20/30) — — 508015 — 20 165 187 30/55 M 20 x 90 FBN II 20x215 (20/60) 045574 507572 — ■ 20 195 217 60/85 M 20 x 90 FBN II 20x235 (20/80) 045575 — — ■ 20 215 237 80/105 M 20 x 90 FBN II 20x275 (20/120) 045576 — — ■ 20 255 277 120/145 M 20 x 90 1) Use restricted to anchoring of structural components which are statically indeterminate. 2) Nut and washer not pre-assembled/supplied loose. Width across nut Sales unit SW [mm] [pcs] 24 24 24 24 24 24 30 30 30 30 30 30 10 10 10 10 10 10 10 10 50 10 10 10 ACCESSORIES fischer Anchor bolt setting tool FABS Item FABS Art.-No. 077937 Sales unit [pcs] Fits anchor FAZ II, FBN II, EXA for diameter from M6 - M12 1 ACCESSORIES Torque wrench ½“ FTW8-54 width across nut Items to order only Type FTW 8-54 FTW 50-230 Deep drive socket FDDP 10 FDDP 13 FDDP 17 FDDP 19 Torque wrench ½“ drive FTW 50-230 Deep drive socket FDDP 1/2“ torque Art.-No. [mm] [Nm] 503324 503325 - 8-54 50-230 hex. head fixings hex. head fixings 503326 503327 503328 503329 10 A/F 13 A/F 17 A/F 19 A/F - M6 M8 M10 M12 For further detailed information on this product range please contact our Technical Team of advisors on 01491 827 920 8 suitable for Sales unit [pcs] 1 1 1 1 1 1 1 FBN II Anchor bolt LOADS Bolt anchor FBN II. Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0211 has to be considered. Min. effective anchorage depth hef,min [mm] FBN II 65) Max. effective anchorage depth hef,max [mm] 30 30 FBN II 85) 40 40 FBN II 10 50 50 FBN II 12 65 65 FBN II 16 80 80 FBN II 20 105 Min. member thickness hmin [mm] 100 100 100 100 100 100 120 120 160 160 200 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge Installation torque Tinst [Nm] 4,0 15,0 15,0 30,0 30,0 50,0 50,0 100,0 100,0 200,0 200,0 1) 4) 5) Permissible tensile load Nperm3) [kN] 2,9 2,9 6,1 6,1 8,5 8,5 12,6 12,6 17,2 17,2 25,9 Non-cracked concrete Permissible Min. shear load spacing Vperm3) smin2) [kN] [mm] 2,7 50 4,0 40 6,1 40 6,1 50 8,5 50 8,5 70 14,3 70 25,2 90 26,9 90 34,4 120 38,3 120 Min. edge distance cmin2) [mm] 100 40 40 80 50 100 70 120 90 120 120 distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural applications. LOADS 2 Bolt anchor FBN II A4. Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0211 has to be considered. Type FBN II 8 A4 5) FBN II 10 A4 FBN II 12 A4 FBN II 16 A4 FBN II 20 A4 Non-cracked concrete Permissible Min. shear load spacing Vperm3) smin2) Min. effective anchorage depth hef,min Max. effective anchorage depth hef,max Min. member thickness hmin Installation torque Tinst Permissible tensile load Nperm3) [mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 30 100 100 100 100 100 100 120 120 160 160 200 4,0 10,0 10,0 20,0 20,0 35,0 35,0 80,0 80,0 150,0 150,0 2,9 2,9 6,1 6,1 8,5 8,5 12,6 12,6 17,2 17,2 25,9 3,0 4,0 6,1 6,1 8,5 8,5 15,7 25,2 29,1 34,4 49,1 50 50 40 50 70 70 70 90 120 140 120 100 45 45 80 55 100 70 120 80 120 120 FBN II 6 A4 5) 30 40 40 50 50 65 65 80 80 105 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge 1) 4) 5) High performance steel anchors Type Min. edge distance cmin2) distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. The anchorage depths smaller than 40 mm are only allowed for multiple use for non-structural applications. 9 High performance steel anchors FH II High performance anchor The push-through anchor for fixings with sophisticated design in cracked concrete Steel girders Banisters VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, cracked and non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure 2 FH II-I Internally threaded ADVANTAGES APPLICATIONS ▪▪ The anchor construction has a wide range of head shapes for fixing points with sophisticated design. ▪▪ The interaction between the screw shank and sleeve provides a high shear load so less fixing points are required. ▪▪ International approvals guarantee maximum safety and high performance. ▪▪ The geometry of the anchor reduces the amount of energy required for installation. ▪▪ The detachable screw allows for surface flush removal. ▪▪ FH II-I Internally threaded version also available ▪▪ Guard rails ▪▪ Staircases ▪▪ Consoles ▪▪ Steel constructions ▪▪ Ladders ▪▪ Cable conduits ▪▪ Machines ▪▪ Gates ▪▪ Façades ▪▪ Gratings INSTALLATION FUNCTIONING ▪▪ The FH II is suitable for push-through installation. ▪▪ When applying the torque, the cone is pulled into the expansion sleeve and expands it against the drill hole wall. ▪▪ The black plastic ring prevents rotation when tightening the anchor, and acts as a crumple zone to take the torque slippage so that the fixture is pulled onto the anchor base. ▪▪ Available head shapes for flexible design solutions: Countersunk head (type SK - for surface flush and fixing points that can be subsequently secured against theft), hexagon head (type S), bolt version with nut and washer (type B) and cap nut (type H). FHII-I high performance anchor FHII-I internally threaded anchor 10 FH II High performance anchor TECHNICAL DATA Item FH II 10/10 S FH II 10/10 S FH II 10/25 S FH II 10/25 S FH II 10/50 S FH II 12/10 S FH II 12/10 S FH II 12/25 S FH II 12/25 S FH II 12/50 S FH II 15/10 S FH II 15/10 S FH II 15/25 S FH II 15/25 S FH II 15/50 S FH II 18/10 S FH II 18/25 S FH II 18/25 S FH II 18/50 S FH II 24/25 S FH II 24/25 S FH II 24/50 S FH II 28/30 S FH II 28/60 S FH II 32/30 S FH II 32/60 S zinc-plated stainless steel steel Drill hole diameter do Min. drill hole depth for through fixings h2 l t fix Art.-No. gvz Art.-No. A4 ETA ICC [mm] [mm] [mm] [mm] 503133 — 503134 — 503135 044884 — 044885 — 044886 044887 — 044888 — 044889 046847 044894 — 044896 044898 — 044900 044901 044902 044903 044904 — 510923 — 510924 — — 510925 — 510926 — — 510927 — 510928 — — — 510929 — — 502711 — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — — — ▲ — ▲ — ▲ ▲ — ▲ — ▲ ▲ ▲ — ▲ ▲ — ▲ ▲ ▲ ▲ ▲ 10 10 10 10 10 12 12 12 12 12 15 15 15 15 15 18 18 18 18 24 24 24 28 28 32 32 65 65 80 80 105 90 90 105 105 130 100 100 115 115 140 115 130 130 155 150 150 175 185 215 210 240 70 69 85 84 110 90 90 105 105 130 106 107 121 122 146 118 132 133 157 160 160 185 192 222 215 245 10 10 25 25 50 10 10 25 25 50 10 10 25 25 50 10 25 25 50 25 25 50 30 60 30 60 Approval Items to order only Anchor length Max. fixture thickness Thread M Width across nut Sales unit SW [mm] [pcs] M6 M6 M6 M6 M6 M8 M8 M8 M8 M8 M 10 M 10 M 10 M 10 M 10 M 12 M 12 M 12 M 12 M 16 M 16 M 16 M 20 M 20 M 20 M 24 10 10 10 10 10 13 13 13 13 13 17 17 17 17 17 19 19 19 19 24 24 24 30 30 36 36 50 50 50 50 50 50 50 50 20 25 25 50 25 20 25 20 20 10 20 10 8 10 4 4 4 4 Max. fixture thickness Thread Width across nut (hexagon socket) Sales unit M [mm] [pcs] 4 4 4 5 6 5 6 5 6 50 50 50 25 25 25 25 25 25 High performance steel anchors High performance anchor FH II-S - with hexagonal head 2 TECHNICAL DATA High performance anchor FH II-SK with countersunk head Item FH II 10/15 SK FH II 10/25 SK FH II 10/50 SK FH II 12/15 SK FH II 12/15 SK FH II 12/25 SK FH II 12/30 SK FH II 12/50 SK FH II 12/50 SK stainless steel Art.-No. gvz Art.-No. A4 503136 — 503137 — 503138 — 044917 — — 510931 044918 — — 510932 044919 — — 510933 Drill hole diameter do Min. drill hole depth for through fixings h2 l t fix ETA ICC [mm] [mm] [mm] [mm] ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — — — — — — — 10 10 10 12 12 12 12 12 12 70 80 105 95 95 105 110 130 130 65 75 100 90 90 100 105 125 125 10 25 50 15 15 25 30 50 50 Approval Items to order only zinc-plated steel Anchor length M6 M6 M6 M8 M8 M8 M8 M8 M8 11 FH II High performance anchor High performance anchor FH II-SK with countersunk head zinc-plated stainless steel steel Items to order only Art.-No. gvz Item FH II 15/15 SK FH II 15/15 SK FH II 15/25 SK FH II 15/50 SK FH II 18/15 SK FH II 18/25 SK FH II 18/30 SK FH II 18/50 SK Drill hole diameter Approval High performance steel anchors TECHNICAL DATA Art.-No. A4 Anchor length Max. fixture thickness Thread do Min. drill hole depth for through fixings h2 l t fix M ETA ICC [mm] [mm] [mm] [mm] ■ ■ ■ ■ ■ ■ ■ ■ ▲ — ▲ ▲ ▲ ▲ — ▲ 15 15 15 15 18 18 18 18 105 105 115 140 120 130 135 155 100 100 110 135 115 125 130 150 15 15 25 50 15 25 30 50 044920 — — 510934 044921 — 044922 — 044923 — 044924 — — 510935 044925 — Width across nut (hexagon socket) Sales unit [mm] [pcs] 6 6 6 6 8 8 8 8 25 25 25 25 20 20 20 20 M 10 M 10 M 10 M 10 M 12 M 12 M 12 M 12 TECHNICAL DATA High performance anchor FH II-H with cap nut 2 do Min. drill hole depth for through fixings h2 l t fix ETA ICC [mm] [mm] [mm] [mm] ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — — — — ▲ ▲ ▲ ▲ ▲ 10 10 10 12 12 12 15 15 15 18 18 65 80 105 90 105 130 100 115 140 130 155 75 90 115 100 115 140 115 130 155 145 170 10 25 50 10 25 50 10 25 50 25 50 Art.-No. gvz Item FH II 10/10 H FH II 10/25 H FH II 10/50 H FH II 12/10 H FH II 12/25 H FH II 12/50 H FH II 15/10 H FH II 15/25 H FH II 15/50 H FH II 18/25 H FH II 18/50 H 503139 503140 503141 044905 044906 044907 044908 044909 044910 044915 044916 Drill hole diameter Approval zinc-plated steel Items to order only Anchor length Max. fixture thickness Thread M Width across nut Sales unit SW M6 M6 M6 M8 M8 M8 M 10 M 10 M 10 M 12 M 12 [mm] [pcs] 13 13 13 17 17 17 17 17 17 19 19 50 50 50 50 50 25 25 25 25 20 20 TECHNICAL DATA high performance Hex. drive setting tool (included) Items to order only Item FH II-I 12/M6 FH II-I 12/M8 FH II-I 15/M10 FH II-I 15/M12 12 Zinc-plated steel Stainless steel Art.-No. gvz Art.-No A4 520358 520359 519014 519015 520360 520361 519018 519019 Approval anchor FH II-I ETA Drill hole diameter do [mm] 12 12 15 15 Min. drill depth Effective pre-positioned anchorage installation depth h2 hef [mm] 85 85 85 85 - > [mm] 67 67 76 76 Total length Thread Gap Installation torque Sales unit l M U Tinst [mm] [mm] [mm] [Nm] [pcs] 78 78 90 90 M6 M8 M10 M12 3-5 3-5 3-5 3-5 15 15 25 25 25 25 25 20 FH II High performance anchor TECHNICAL DATA Item FH II 10/10 B FH II 10/25 B FH II 10/50 B FH II 12/10 B FH II 12/25 B FH II 12/50 B FH II 12/100 B FH II 15/10 B FH II 15/25 B FH II 15/50 B FH II 15/100 B FH II 18/25 B FH II 18/50 B FH II 18/100 B FH II 24/25 B FH II 24/50 B FH II 24/100 B FH II 28/30 B FH II 28/60 B FH II 28/100 B FH II 32/30 B FH II 32/60 B zinc-plated steel Drill hole diameter Approval Items to order only do Min. drillAnchor length hole depth for through fixings h2 l Max. fixture thickness Thread t fix M Art.-No. gvz ETA ICC [mm] [mm] [mm] [mm] 503142 503143 503144 048773 048774 048775 046832 048776 048777 048778 046835 048779 048780 046841 048886 048887 046842 047547 047548 506630 1) 047549 047550 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ 10 10 10 12 12 12 12 15 15 15 15 18 18 18 24 24 24 28 28 28 32 32 65 80 105 90 105 130 180 100 115 140 190 130 155 205 150 175 225 185 215 255 210 240 70 85 110 95 110 135 185 110 125 150 200 140 165 215 167 192 242 199 229 271 253 283 10 25 50 10 25 50 100 10 25 50 100 25 50 100 25 50 100 30 60 100 30 60 Width across nut Sales unit SW M6 M6 M6 M8 M8 M8 M8 M 10 M 10 M 10 M 10 M 12 M 12 M 12 M 16 M 16 M 16 M 20 M 20 M 20 M 24 M 24 [mm] [pcs] 10 10 10 13 13 13 13 17 17 17 17 19 19 19 24 24 24 30 30 30 36 36 50 50 50 50 50 25 25 25 25 25 20 20 20 10 10 10 5 4 4 4 4 4 High performance steel anchors High performance anchor FH II-B with hexagon nut and threaded bolt 2 1) Delivery time on request. LOADS High performance anchor FH II - S / FH II - SK Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered. Type FH II 10 S FH II 12 S / SK FH II 15 S / SK FH II 18 S / SK FH II 24 S FH II 28 S FH II 32 S Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 60 70 80 100 125 150 80 120 140 160 200 250 300 10,0 22,5 40,0 80,0 160,0 180,0 200,0 3,6 5,7 7,6 11,9 17,1 24,0 31,5 4,3 15,9 20,1 24,5 34,3 47,9 63,0 40 50 60 70 80 100 120 40 50 60 70 80 100 120 6,1 11,2 14,1 17,2 24,0 33,6 44,2 6,1 18,9 28,2 34,4 48,1 67,2 88,4 40 60 70 80 100 120 160 40 60 70 80 100 120 180 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) 13 FH II High performance anchor High performance steel anchors LOADS High performance anchor FH II - S A4 Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered. Type FH II 10 S A4 FH II 12 S A4 / SK A4 FH II 15 S A4 / SK A4 FH II 18 S A4 / SK A4 FH II 24 S A4 Cracked concrete Effective Min. Installation permissible permissible min. anchorage member torque tensile shear spacing depth thickness load load hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete min. permissible permissible min. edge tensile shear spacing distance load load cmin2) Nperm3) Vperm3) smin2) min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 60 70 80 100 80 120 140 160 200 15,0 25,0 40,0 100,0 160,0 3,6 5,7 7,6 11,9 17,1 4,3 15,9 20,1 24,5 34,3 40 50 60 70 80 40 50 60 70 80 6,1 9,5 14,1 17,2 24,0 6,1 16,0 24,6 34,4 48,1 40 60 70 80 100 40 60 70 80 100 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) LOADS High performance anchor FH II - H Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered. 2 Type Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] FH II 10 H 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40 FH II 12 H 60 120 22,5 5,7 15,4 50 50 11,2 15,4 60 60 FH II 15 H 70 140 40,0 7,6 20,1 60 60 14,1 23,4 70 70 FH II 18 H 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) LOADS High performance anchor FH II-I Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered.. Type FH II-I 12/M6 FH II-I 12/M8 FH II-I 15/M10 FH II-I 15/M12 Cracked concrete Effective Min. Installation permissible permissible min. anchorage fixture torque tensile shear spacing depth thickness load load hef hmin Tinst Nzul3) Vzul3) smin2) 14 min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 60 60 70 70 125 125 150 150 15,0 15,0 25,0 25,0 4,3 4,3 / 5,75) 5,7 / 7,65) 5,7 / 7,65) 4,3 8,0 12,4 13,7 50 50 60 60 50 50 60 60 7,1 11,2 14,1 14,1 4,3 8,0 12,4 13,7 60 60 70 70 60 60 70 70 The required partial safety factors of resistance as well as the partial safety factor for load gf = 1,4 are considered. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval or Design Software COMPUFIX. 1) Non-cracked concrete min. permissible permissible min. edge tensile shear spacing distance load load cmin2) Nperm3) Vperm3) smin2) 4) 5 For higher concrete strength classes up to C50/60 higher permissible loads may be possible. When the maximum torque Tfix is applied to the attachment, higher load levels can be achieved. FH II High performance anchor LOADS Type FH II-I 12/M6 (A4) FH II-I 12/M8 (A4) FH II-I 15/M10 (A4) FH II-I 15/M12 (A4) Cracked concrete Effective Min. Installation permissible permissible min. anchorage fixture torque tensile shear spacing depth thickness load load hef hmin Tinst Nzul3) Vzul3) smin2) Non-cracked concrete min. permissible permissible min. edge tensile shear spacing distance load load cmin2) Nperm3) Vperm3) smin2) min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 60 60 70 70 125 125 150 150 15,0 15,0 25,0 25,0 4,3 4,3 / 5,76) 5,7 / 7,66) 5,7 / 7,66) 4,3 8,0 12,4 12,6 50 50 60 60 50 50 60 60 7,1 11,2 14,1 14,1 4,3 8,0 12,4 12,6 60 60 70 70 60 60 70 70 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load gf = 1,4 are considered. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) LOADS High performance anchor FH II - B Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered. Type Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] Min. edge distance 2 cmin2) [kN] [mm] [mm] FH II 10 B 40 80 10,0 3,6 4,3 40 40 6,1 6,1 40 40 FH II 12 B 60 120 17,5 5,7 15,4 50 50 11,2 15,4 60 60 FH II 15 B 70 140 38,0 7,6 20,1 60 60 14,1 23,4 70 70 FH II 18 B 80 160 80,0 11,9 24,5 70 70 17,2 34,4 80 80 FH II 24 B 100 200 120,0 17,1 34,3 80 80 24,0 48,1 100 100 FH II 28 B 125 250 180,0 24,0 47,9 100 100 33,6 67,2 120 120 FH II 32 B 150 300 200,0 31,5 63,0 120 120 44,2 88,4 160 180 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) High performance steel anchors High performance anchor FH II-I (A4) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0025 has to be considered. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) 15 FZA / FZA-D / FZA-I ZYKON undercut anchor High performance steel anchors The fixing system with the highest safety in cracked concrete 2 Installations in tunnels VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel ▪▪ highly corrosion-resistant steel - type FZA / FZA-D only BUILDING MATERIALS FZA FZA-D FZA-I Approved for: ▪▪ Concrete C20/25 to C50/60, cracked and non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ This anchor uses the distinct ZYKON undercut technology to provide a positive fit and ensures maximum safety, even in large cracks. ▪▪ Because of the virtually expansion free installation small edge distances and axial spacing can be achieved. ▪▪ The FZA-D combination of threaded bolts and sleeve permits high shear load and therefore fewer fixing points. ▪▪ The FZA-I can be used for surface flush removal and reuse of the fixing point which makes installations very flexible. ▪▪ The special FZUB drill bit creates the undercut shape without having to change tools. ▪▪ The drill hole geometry is achieved with a low setting force so the overal energy required for installation is reduced. ▪▪ Steel constructions ▪▪ Guard rails ▪▪ Consoles ▪▪ Ladders ▪▪ Cable conduits ▪▪ Machines ▪▪ Staircases ▪▪ Gates ▪▪ Façades ▪▪ The FZA is suitable for pre-positioned installation, whereas the FZA-D is suitable for push-through installation. ▪▪ The FZA-I with internal thread is suitable for pre-positioned installation. ▪▪ The undercut drill hole is created using the special FZUB drill bit. ▪▪ Once the anchor has been placed in the drill hole, the expansion sleeve is driven over the cone using the FZE Plus setting tool, and the undercut drill hole is filled with a positive fit. INSTALLATION - FZA / FZA-D INSTALLATION - FZA-I 16 Steel girders FZA / FZA-D / FZA-I ZYKON undercut anchor TECHNICAL DATA Item FZA 10 x 40 M6/10 FZA 10 x 40 M6/35 FZA 12 x 40 M 8/15 FZA 12 x 50 M 8/15 FZA 12 x 50 M 8/50 FZA 14 x 40 M10/25 FZA 14 x 40 M10/25 FZA 14 x 60 M10/25 FZA 14 x 60 M10/50 FZA 18 x 80 M12/25 FZA 18 x 80 M12/55 FZA 22 x 100 M16/25 FZA 22 x 100 M16/30 FZA 22 x 100 M16/60 FZA 22 x 125 M16/60 zinc-plated stainless steel steel Art.-No. gvz Art.-No. A4 highly corrosion resistant steel Art.-No. C 060712 — 060715 060716 — 060718 — 060719 — 060721 — — — 060724 060725 060772 — 060775 060776 060774 — 060778 060779 060766 060781 060767 — — 060782 060768 096214 1) 096361 1) 096215 1) 096227 1) 096362 1) — 096228 1) 096216 1) 096358 1) 096315 1) 096359 1) 033800 1) 024523 1) 096364 1) 096360 1) Required drill bit FZUB Approval Items to order only Required setting tool FZE plus ETA 10 x 40 10 x 40 12 x 40 12 x 50 12 x 50 14 x 40 14 x 40 14 x 60 14 x 60 18 x 80 18 x 80 22 x 100 22 x 100 22 x 100 22 x 125 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Bolt length Max. fixture thickness Thread M l t fix [mm] [mm] 60 85 69 79 114 79 79 102 126 126 156 151 156 184 209 10 35 15 15 50 25 25 25 50 25 55 25 30 60 60 FZE 10 plus FZE 10 plus FZE 12 plus FZE 12 plus FZE 12 plus FZE 14 plus FZE 14 plus FZE 14 plus FZE 14 plus FZE 18 plus FZE 18 plus FZE 22 plus FZE 22 plus FZE 22 plus FZE 22 plus Width across nut Sales unit SW M6 M6 M8 M8 M8 M 10 M 10 M 10 M 10 M 12 M 12 M 16 M 16 M 16 M 16 [mm] [pcs] 10 10 13 13 13 17 17 17 17 19 19 24 24 24 24 25 25 25 20 20 25 20 10 10 10 10 10 10 10 6 High performance steel anchors ZYKON Bolt anchor FZA 2 1) Delivery time on request. TECHNICAL DATA ZYKON Through anchor FZA-D Item FZA 12 x 50 M 8 D/10 FZA 12 x 50 M 8 D/10 FZA 12 x 60 M 8 D/10 FZA 12 x 80 M 8 D/30 FZA 12 x 80 M 8 D/30 FZA 14 x 80 M10 D/20 FZA 14 x 100 M 8 D/30 FZA 18 x 100 M12 D/20 FZA 18 x 130 M12 D/50 FZA 22 x 125 M16 D/25 1) Delivery time on request. Required drill bit FZUB zinc-plated steel stainless steel highly corrosion resistant steel Art.-No. gvz Art.-No. A4 Art.-No. C ETA 060664 — 060665 060666 — 060669 060670 060672 060673 060675 — 096319 1) — — 096354 1) 096355 1) — 096356 1) 096357 1) — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 060652 — 060653 060654 — 060657 060658 060684 060685 060663 Approval Items to order only 12 x 50 12 x 50 12 x 60 12 x 80 12 x 80 14 x 80 14 x 100 18 x 100 18 x 130 22 x 125 Required setting tool FZE plus FZE 12 plus FZE 12 plus FZE 12 plus FZE 12 plus FZE 12 plus FZE 14 plus FZE 14 plus FZE 18 plus FZE 18 plus FZE 22 plus Bolt length Max. fixture thickness Thread Width across nut SW [mm] [pcs] 13 13 13 13 13 17 17 19 19 24 25 20 25 25 20 10 10 10 10 10 l [mm] t fix [mm] M 69 69 79 99 99 102 126 126 156 156 10 10 10 30 30 20 40 20 50 25 M8 M8 M8 M8 M8 M 10 M 10 M 12 M 12 M 16 Sales unit 17 FZA / FZA-D / FZA-I ZYKON undercut anchor 2 ZYKON Internally-threaded anchor FZA-I Items to order only Item FZA 12 x 40 M6 I FZA 12 x 50 M6 I FZA 14 x 60 M8 I FZA 18 x 80 M10 I FZA 22 x 100 M12 I FZA 22 x 125 M12 I zinc-plated steel stainless steel Approval High performance steel anchors TECHNICAL DATA Art.-No. gvz Art.-No. A4 ETA 060758 — 060760 060761 060763 060769 060783 060784 060786 060787 060788 060770 ■ ■ ■ ■ ■ ■ Required drill bit FZUB Required setting tool FZE plus Internal thread M 12 x 40 12 x 50 14 x 60 18 x 80 22 x 100 22 x 125 FZE 12 plus FZE 12 plus FZE 14 plus FZE 18 plus FZE 22 plus FZE 22 plus M6 M6 M8 M 10 M 12 M 12 Min. bolt penetration lE,min [mm] Max. bolt penetration lE,max [mm] Sales unit 8 8 11 13 15 15 13 13 17 21 25 25 25 25 20 10 10 10 [pcs] ACCESSORIES Drill bit FZUB Fits anchor Items to order only Item FZUB 10 x 40 FZUB 12 x 40 FZUB 12 x 50 FZUB 12 x 60 FZUB 12 x 80 FZUB 14 x 40 FZUB 14 x 60 FZUB 14 x 80 FZUB 14 x 100 FZUB 18 x 80 FZUB 18 x 100 FZUB 18 x 130 FZUB 22 x 100 FZUB 22 x 125 Sales unit Art.-No. bolt anchor push-through anchor internal thread anchor [pcs] 060622 060623 060627 060625 060626 060624 060628 060629 060630 060634 060632 060633 060636 060638 FZA 10 x 40 M6 FZA 12 x 40 M8 FZA 12 x 50 M8 FZA 14 x 40 M10 FZA 14 x 60 M10 FZA 18 x 80 M12 FZA 22 x 100 M16 FZA 22 x 125 M16 FZA 12 x 50 M8 D/10 FZA 12 x 60 M8 D/10 FZA 12 x 80 M8 D/30 FZA 14 x 80 M10 D/20 FZA 14 x 100 M10 D/40 FZA 18 x 100 M12 D/20 FZA 18 x 130 M12 D/50 FZA 22 x 125 M16 D/25 FZA 12 x 40 M6 I FZA 12 x 50 M6 I FZA 14 x 60 M8 I FZA 18 x 80 M10I FZA 22 x 100 M12 I FZA 22 x 125 M12 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ACCESSORIES Setting tool FZE plus Fits anchor Items to order only Item FZE 10 plus FZE 12 plus FZE 14 plus FZE 18 plus FZE 22 plus 1) Without centring pin. 18 Sales unit Art.-No. bolt anchor push-through anchor internal thread anchor [pcs] 044637 1) 044638 044639 044640 044641 FZA 10 x ... M6 FZA 12 x ... M8 FZA 14 x ... M10 FZA 18 x ... M12 FZA 22 x ... M16 FZA 12 x ... M8 D FZA 14 x ... M10 D FZA 18 x ... M12 D FZA 22 x ... M16 D FZA 12 x ... M6 I FZA 14 x ... M8 I FZA 18 x ... M10 I FZA 22 x ... M12 I 1 1 1 1 1 FZA / FZA-D / FZA-I ZYKON undercut anchor LOADS Cracked concrete Type FZA 10 x 40 M6 FZA 12 x 40 M8 FZA 14 x 40 M10 FZA 12 x 50 M8 FZA 14 x 60 M10 FZA 18 x 80 M12 FZA 22 x 100 M16 FZA 22 x 125 M16 Effective Min. Installation Permissible Permissible anchorage member torque tensile load shear load depth thickness hmin Tinst Nperm3) Vperm3) hef Min. spacing Non-cracked concrete smin2) Min. edge distance cmin2) Permissible Permissible tensile load shear load Min. spacing Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 40 40 50 60 80 100 125 100 100 100 110 130 160 200 250 8,5 20,0 40,0 20,0 40,0 60,0 100,0 100,0 2,4 2,4 2,4 4,3 5,7 9,5 17,1 19,0 4,6 5,6 5,6 7,9 13,3 19,3 34,3 35,9 40 40 70 50 60 80 100 125 35 40 70 45 55 70 100 125 3,6 3,6 3,6 5,7 9,5 14,3 19,0 19,0 4,6 7,9 7,9 8,4 13,3 19,3 35,9 35,9 40 40 70 50 60 80 100 125 35 40 70 45 55 70 100 125 LOADS ZYKON undercut anchor FZA A4 Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. Type FZA 10 x 40 M6 A4 FZA 12 x 40 M8 A4 FZA 14 x 40 M10 A4 FZA 12 x 50 M8 A4 FZA 14 x 60 M10 A4 FZA 18 x 80 M12 A4 FZA 22 x 100 M16 A4 FZA 22 x 125 M16 A4 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) Non-cracked concrete Permissible Permissible Min. tensile load shear load spacing Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 40 40 50 60 80 100 125 100 100 100 110 130 160 200 250 8,5 20,0 40,0 20,0 40,0 60,0 100,0 100,0 2,4 2,4 2,4 4,3 5,7 9,5 17,1 19,0 3,2 5,6 5,6 5,9 9,3 13,5 25,2 25,2 40 40 70 50 60 80 100 125 35 40 70 45 55 70 100 125 3,6 3,6 3,6 5,7 9,5 14,3 19,0 19,0 3,2 5,9 7,9 5,9 9,3 13,5 25,2 25,2 40 40 70 50 60 80 100 125 35 40 70 45 55 70 100 125 High performance steel anchors ZYKON undercut anchor FZA Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. 2 LOADS ZYKON undercut anchor FZA-D Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. Type FZA 12 x 50 M8 D FZA 12 x 60 M8 D FZA 12 x 80 M8 D FZA 14 x 80 M10 D FZA 14 x 100 M10 D FZA 18 x 100 M12 D FZA 18 x 130 M12 D FZA 22 x 125 M16 D Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) Non-cracked concrete Permissible Permissible Min. tensile load shear load spacing Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 50 50 60 60 80 80 100 100 110 110 130 130 160 160 200 20,0 20,0 20,0 40,0 40,0 60,0 100,0 100,0 2,4 4,3 4,3 5,7 5,7 9,5 9,5 17,1 5,6 7,9 7,9 13,3 13,3 19,3 19,3 34,3 40 50 50 60 60 80 80 100 35 45 45 55 55 70 70 100 3,6 5,7 5,7 9,5 9,5 14,3 14,3 19,0 7,9 8,4 8,4 13,3 13,3 19,3 19,3 35,9 40 50 50 60 60 80 80 100 35 45 45 55 55 70 70 100 19 FZA / FZA-D / FZA-I ZYKON undercut anchor High performance steel anchors LOADS ZYKON undercut anchor FZA-D A4 Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. Type FZA 12 x 50 M8 D A4 FZA 12 x 60 M8 D A4 FZA 12 x 80 M8 D A4 FZA 14 x 80 M10 D A4 FZA 14 x 100 M10 D A4 FZA 18 x 100 M12 D A4 FZA 18 x 130 M12 D A4 FZA 22 x 125 M16 D A4 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 50 50 60 60 80 80 100 100 110 110 130 130 160 160 200 20,0 20,0 20,0 40,0 40,0 60,0 60,0 100,0 2,4 4,3 4,3 5,7 5,7 9,5 9,5 17,1 5,6 5,9 5,9 9,3 9,3 13,5 13,5 25,2 40 50 50 60 60 80 80 100 35 45 45 55 55 70 70 100 3,6 5,7 5,7 9,5 9,5 14,3 14,3 19,0 5,9 5,9 5,9 9,3 9,3 13,5 13,5 25,2 40 50 50 60 60 80 80 100 35 45 45 55 55 70 70 100 LOADS ZYKON undercut anchor FZA-I (screw quality 8.8) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. Type 2 FZA 12 x 40 M6 I FZA 12 x 50 M6 I FZA 14 x 60 M8 I FZA 18 x 80 M10 I FZA 22 x 100 M12 I FZA 22 x 125 M12 I Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nzul3) Vzul3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nzul3) Vzul3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 50 60 80 100 125 100 110 130 160 200 250 8,5 8,5 15,0 30,0 60,0 60,0 2,4 4,3 5,7 9,5 17,1 19,0 4,1 4,1 5,4 5,6 13,2 13,2 40 50 60 80 100 125 35 45 55 70 100 125 3,6 5,7 9,5 9,6 19,0 19,0 4,1 4,1 5,4 5,6 13,2 13,2 40 50 60 80 100 125 35 45 55 70 100 125 LOADS ZYKON undercut anchor FZA-I A4 (screw quality A4-70) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 98/0004 has to be considered. Type FZA 12 x 40 M6 I A4 FZA 12 x 50 M6 I A4 FZA 14 x 60 M8 I A4 FZA 18 x 80 M10 I A4 FZA 22 x 100 M12 I A4 FZA 22 x 125 M12 I A4 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) 20 Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 50 60 80 100 125 100 110 130 160 200 250 8,5 8,5 15,0 30,0 60,0 60,0 2,4 4,3 5,7 9,0 17,1 19,0 3,2 3,2 4,3 5,4 12,7 12,7 40 50 60 80 100 125 35 45 55 70 100 125 3,6 5,4 7,1 9,0 19,0 19,0 3,2 3,2 4,3 5,4 12,7 12,7 40 50 60 80 100 125 35 45 55 70 100 125 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) FZEA II ZYKON hammerset anchor ▪▪ Anchor shape before expansion ▪▪ Anchor shape after correct Emergency exit signs in tunnels Air conditioning units VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel ▪▪ highly corrosion-resistant steel BUILDING MATERIALS The anchor is set correctly when the anchor sleeve is positioned flush with the surface of the concrete and the 4 imprints are visible Approved for: ▪▪ Concrete C20/25 to C50/60, cracked and non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure High performance steel anchors The internally threaded anchor with shallow anchoring depth for individual fixings in cracked concrete 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The combination of hammerset and ZYKON undercut anchor allows for individual fixings in cracked concrete. ▪▪ The special ZYKON undercut technology reduces the energy required for installation. ▪▪ The special FZUB drill bit creates the undercut shape without having to change tools. ▪▪ The embossing that is applied when expanding the anchor secures the simple control of the anchoring. ▪▪ The drill hole geometry is achieved with a low setting force so the overall energy required for installation is reduced. ▪▪ Pipes ▪▪ Ventilation systems ▪▪ Sprinkler systems ▪▪ Cable conduits ▪▪ Suspended ceilings ▪▪ The FZEA II is suitable for pre-positioned installation. ▪▪ The undercut drill hole is created using the special FZUB drill bit ▪▪ Once the anchor has been placed in the drill hole, the expansion sleeve is expanded and splayed open by driving in the internal expansion pin with the FZED Plus setting tool. The undercut drill hole is now filled with a positive fit. INSTALLATION 21 FZEA II ZYKON hammerset anchor 2 Zykon-Hammerset anchor FZEA II Items to order only Item FZEA II 10 x 40 M 8 FZEA II 12 x 40 M10 FZEA II 14 x 40 M12 Art.-No. gvz stainless steel Art.-No. A4 047303 047306 047304 047307 047305 047308 highly corrosion resistant steel Art.-No. C 047309 047310 047311 Required drill Required setting bit FZUB tool FZED plus ETA ■ ■ ■ Length Internal thread l M Max. bolt Min. bolt Sales unit penetration penetration [mm] 10 x 40 12 x 40 14 x 40 FZED 10 plus FZED 12 plus FZED 14 plus 43 43 43 M8 M 10 M 12 lE,max lE,min [mm] [mm] [pcs] 17 19 21 11 13 15 100 100 50 ACCESSORIES Drill bit FZUB Item Setting tool FZED plus Fits anchor Items to Order only FZUB 10 x 40 FZUB 12 x 40 FZUB 14 x 40 FZED 10 plus FZED 12 plus FZED 14 plus 22 zinc-plated steel Approval High performance steel anchors TECHNICAL DATA Art.-No. 060622 060623 060624 044642 044643 044644 Sales unit [pcs] FZEA II 10 x 40 FZEA II 12 x 40 FZEA II 14 x 40 FZEA II 10 x 40 FZEA II 12 x 40 FZEA II 14 x 40 1 1 1 1 1 1 FZEA II ZYKON hammerset anchor LOADS Type FZEA II 10 x 40 M8 FZEA II 12 x 40 M10 FZEA II 14 x 40 M12 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 40 40 80 80 80 10,0 15,0 20,0 1,6 3,0 3,6 4,7 5,6 5,6 40 45 50 40 45 50 3,6 3,6 3,6 4,7 7,8 7,9 40 45 50 40 45 50 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) LOADS ZYKON hammerset anchor FZEA II A4 (screw quality A4-70) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 06/0271 has to be considered. Type FZEA II 10 x 40 M8 A4 FZEA II 12 x 40 M10 A4 FZEA II 14 x 40 M12 A4 Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 40 40 80 80 80 15,0 20,0 40,0 1,6 3,0 3,6 5,6 5,6 5,6 40 45 50 40 45 50 3,6 3,6 3,6 5,7 7,9 7,9 40 45 50 40 45 50 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) 3) 4) High performance steel anchors ZYKON hammerset anchor FZEA II (screw quality 5.8) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 06/0271 has to be considered. 2 For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. LOADS ZYKON hammerset anchor FZEA II C (screw quality: material 1.4529, strength 700 N/mm²) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 06/0271 has to be considered. Type FZEA II 10 x 40 M8 C FZEA II 12 x 40 M10 C FZEA II 14 x 40 M12 C Cracked concrete Effective Min. Installation Permissible Permissible Min. anchorage member torque tensile load shear load spacing depth thickness hef hmin Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 40 40 80 80 80 15,0 20,0 40,0 1,6 3,0 3,6 5,6 5,6 5,6 40 45 50 40 45 50 3,6 3,6 3,6 5,7 7,9 7,9 40 45 50 40 45 50 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Min. Permissible Permissible Min. edge tensile load shear load spacing distance cmin2) Nperm3) Vperm3) smin2) 3) 4) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 23 FBS Concrete screw High performance steel anchors The fully removable fixing in cracked concrete Protective barriers VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, cracked and non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The self-tapping concrete screw enables full removal and is ideally suited to temporary fixings. ▪▪ The FBS can be set and installed in one go, thereby saving on installation time. ▪▪ When combined with a tangential impact wrench, the screw principle allows for a quick and easy installation. ▪▪ The head embossing offers a simple control of the anchoring, thus saving time. ▪▪ Guard rails ▪▪ Consoles ▪▪ Metal profiles ▪▪ Ladders ▪▪ Protection boards ▪▪ Gates ▪▪ Façades ▪▪ Window elements ▪▪ Temporary fixings ▪▪ The FBS is suitable for push-through installation. ▪▪ When the concrete screw is screwed into the drill hole, the thread taps into the concrete with a positive fit. ▪▪ Please note the power output information to ensure that the best results are achieved with a tangential impact wrench (incl. nuts fitting tangential impact wrenches) (see table). ▪▪ Use FBS A4 for external applications (including temporary ones) and those in a damp environment. INSTALLATION 24 Formwork bracings FBS Concrete screw TECHNICAL DATA zinc-plated stainless steel steel Item to order only Approval Concrete screw FBS-S with hexagon head Drill hole diameter Item FBS 8x70 US FBS 8x110 US FBS 8x90 S FBS 10x90 S FBS 10x100 S FBS 10x100 A4 S FBS 10x120 S Art.-No. A4 066956 — 066957 — 066958 — 067062 — 067063 — — 047465 067168 — ■ ■ ■ ■ ■ — ■ Screw length Max. fixture thickness do h2 ls t fix [mm] [mm] [mm] [mm] 8 8 8 10 10 10 10 90 110 100 100 110 110 120 80 100 90 90 100 100 110 5 25 15 5 15 15 25 ETA Art.-No. gvz Min. drill-hole depth for through fixings Actuation Sales unit [pcs] T40/SW13 T40/SW13 SW 16 SW 18 SW 18 SW 17 SW 18 100 100 100 50 50 50 50 2 Item to order only Approval Concrete screw FBS with forged washer zinc-plated steel ETA Item Art.-No. gvz Drill Drill hole Screw Screw diameter diameter in diameter length object (under head) Drill Screw-in Max. Recommended Maximum depth depth useable nominal torque tightening length of tangential torque with impact wrench torque wrench resp. ratch h1 hnom do df ds lu [mm] [mm] [mm] [mm] [mm] High performance steel anchors Concrete screw FBS-US with hexagon head and forged washer Width across nut Sales unit [pcs] [Nm] [Nm] SW [mm] [pcs] FBS 8x70 FBS 8x80 FBS 8x90 FBS 8x110 FBS 8x130 517875 517876 517877 517878 517880 ■ ■ ■ ■ ■ 8 8 8 8 8 12 12 12 12 12 8 8 8 8 8 70 80 90 110 130 75 75 75 75 75 65 65 65 65 65 5 15 25 45 65 250 250 250 250 250 20 20 20 20 20 13 13 13 13 13 50 50 50 50 50 FBS 10x70 FBS 10x90 FBS 10x100 FBS 10x120 FBS 10x140 FBS 10x160 FBS 10x200 517881 517883 517884 517885 517887 517891 517893 ■ ■ ■ ■ ■ ■ 10 10 10 10 10 10 10 14 14 14 14 14 14 14 10 10 10 10 10 10 10 70 90 100 120 140 160 200 75 95 95 95 95 95 95 65 85 85 85 85 85 85 5 5 15 35 55 75 115 300 300 300 300 300 300 300 40 40 40 40 40 40 40 15 15 15 15 15 15 15 50 50 50 50 50 50 50 FBS 12x90 FBS 12x110 FBS 12x130 FBS 12x150 517895 517898 517900 517903 ■ ■ ■ 12 12 12 12 16 16 16 16 12 12 12 12 90 110 130 150 95 110 110 110 85 100 100 100 5 10 30 50 450 450 450 450 60 60 60 60 17 17 17 17 20 20 20 20 FBS 14x110 FBS 14x135 FBS 14x160 517905 517908 517910 ■ ■ 14 14 14 18 18 18 14 14 14 110 135 160 110 135 170 100 125 125 10 10 35 450 450 450 80 80 80 21 21 21 20 8 8 25 FBS Concrete screw INSTALLATION TORQUE OF CONCRETE SCREWS High performance steel anchors Concrete screw 2 recommended nominal torque of the tangential impact wrench*) [Nm] maximum tightening torque with torque wrench resp. ratch ≦ [Nm] 200 300 40 40 FBS 8 FBS 10 *)Use nuts (black) which fit percussion power screwdrivers! The conversion of nominal output into effective tightening torque varies from machine to machine - always therefore use torque control. LOADS Concrete screw FBS Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 11/0095 has to be considered. Type FBS 8 FBS 10 Effective Min. anchorage member depth thickness hef hmin Installation torque Cracked concrete Permissible Permissible Min. tensile load shear load spacing Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) Non-cracked concrete Permissible Permissible Min. tensile load shear load spacing Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 51 68 120 130 - 4,3 7,6 6,2 16,2 50 70 50 70 5,7 13,5 8,6 16,2 50 70 50 70 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) LOADS Concrete screw FBS A4 Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 11/0095 has to be considered. Type FBS 10 A4 26 Effective Min. anchorage member depth thickness hef hmin Cracked concrete Installation Permissible Permissible Min. torque tensile load shear load spacing Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) Permissible tensile load Nperm3) Non-cracked concrete Permissible Min. shear load spacing Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 68 130 - 7,6 19,0 70 70 13,5 19,0 70 70 FBS Concrete screw The screw solution for multiple fixings Strip lighting VERSIONS APPROVALS ▪▪ zinc-plated steel BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, cracked, for multiple fixings of nonstructural applications Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure High performance steel anchors Ventilation systems 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The concrete screw has been approved for the multiple fixing of non-load bearing systems and which makes it ideal for fixing pipelines, cable conduits etc. ▪▪ The FBS can be set and installed in one go, saving valuable installation time. ▪▪ When combined with a tangential impact wrench, the screw design allows for a quick and easy installation. ▪▪ A range of head shapes allows for the fixing of wide-ranging attachments, and for the ideal adaptation to suit the intended use. ▪▪ Pipes ▪▪ Ventilation systems ▪▪ Sprinkler systems ▪▪ Cable conduits ▪▪ Wire hangers ▪▪ Punched tapes ▪▪ Ceilings ▪▪ Temporary internal fixings ▪▪ The FBS type SK and type P are suitable for push-through installation; whilst the FBS type M8 and type M8/M10 I are suitable for pre-positioned installation. ▪▪ When the concrete screw is screwed into the drill hole, the thread taps into the concrete making a positive fit. ▪▪ Please note the power output information to ensure that the best results are achieved with a tangential impact wrench (incl. nuts fitting tangential impact wrenches - see table). ▪▪ Head shapes for flexible design solutions: Countersunk head - type SK for surface flush fixings. ▪▪ Panhead - type P. ▪▪ Bushing with internal thread - type M8/M10-I for suspended items. ▪▪ Threaded bolts - type M8. INSTALLATION 27 FBS Concrete screw TECHNICAL DATA High performance steel anchors Concrete screw FBS-P, panhead Items to order only Item FBS 5/5 P FBS 6/5 P FBS 6/25 P FBS 6x60 SK zinc-plated steel Approval Concrete screw FBS-SK, countersunk head Drill hole diameter do Art.-No. gvz ETA [mm] ■ ■ ■ ■ 5 6 6 6 066774 066939 066948 066935 Drill hole diameter in object 7 8 8 8 Min. Drill-hole depth h2 Anchor length l Max. fixture thickness t fix [mm] [mm] [mm] 65 65 85 65 55 60 80 60 5 5 25 5 Width across nut Sales unit [pcs] T30 T 30 T 30 T 30 100 100 100 100 Width across nut SW Sales unit [mm] [pcs] 10 13 100 100 TECHNICAL DATA Concrete screw FBS-M8, outside diameter M8 Concrete screw FBS-M8/M10, internal thread M8/M10 Item FBS 6x55 M8 FBS 6x55 M8/M10I zinc-plated steel Art.-No. gvz 066949 066950 Approval 2 Drill hole diameter do Min. drill hole depth h2 Anchor length l Projection length l1 ETA [mm] [mm] [mm] [mm] ■ ■ 6 6 60 60 75 83 19 26 Thread M M8 M8 + M10 INSTALLATION TORQUE OF CONCRETE SCREWS Concrete screw Recommended nominal torque of the tangential impact wrench*) [Nm] Maximum tightening torque with torque wrench resp. ratch ≦ [Nm] 150 15 FBS 6 *)Use nuts (black) which fit percussion power screwdrivers! The conversion of nominal output into effective tightening torque varies from machine to machine - always therefore use torque control. LOADS Concrete screw FBS Highest permissible loads for a single anchor1) for multiple use for non-structural applications in concrete C20/254). For the design the complete approval ETA - 11/0093 has to be considered. Typ FBS 6 Effective Minimum anchorage member depth thickness hef hmin Installation torque Cracked concrete Permissible Permissible Min. tensile load shear load spacing Tinst Nperm3) Vperm3) smin2) Min. edge distance cmin2) 28 Nperm3) Vperm3) smin2) Min. edge distance cmin2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 44 100 - 3,6 3,3 40 40 3,6 3,3 40 40 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Permissible Min. shear load spacing Permissible tensile load For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 3) EA II Hammerset anchor Sprinklers Pipelines VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, cracked, for the multiple fixings of non-load-bearing systems ▪▪ Concrete C20/25 to C50/60, non-cracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure High performance steel anchors The internally threaded anchor with rim for simple hammerset installation 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The embossed rim prevents the anchor sleeve from slipping, ensuring a trouble free hammerset installation. ▪▪ The metric internal thread means that it is possible to use standard screws or threaded rods to suit the intended use. ▪▪ The EA II S-SDS machine setting tool allows for effortless installation, particularly for a series of installations. ▪▪ The embossing that is applied when the anchor is expanded with the EAW H Plus setting tool offers control of the anchoring and provides increased safety. ▪▪ Pipelines and ventilation systems ▪▪ Sprinkler systems ▪▪ Cable conduits and wires ▪▪ Gratings ▪▪ Steel constructions ▪▪ Machines ▪▪ Consoles ▪▪ Shuttering props ▪▪ The EA II is suitable for pre-positioned installation. ▪▪ Position the hammerset anchor in the drill hole and drive in flush to the surface of the anchor base using the hammer. ▪▪ The sleeve is then expanded by driving in the internal bolt with the EAW H Plus setting tool (alternative: EA II-SDS machine setting tool), and expanded against the drill hole wall. ▪▪ The setting tools must sit on the rim of the anchor to ensure correct expansion. INSTALLATION 29 EA II Hammerset anchor 2 Hammerset anchor EA II. Not suitable for diamond drilling appliances and diamond saws. Items to order only Item EA II M 6 EA II M 8 EA II M 8 x 40 EA II M 10 x 30 EA II M 10 EA II M 12 EA II M 16 EA II M 20 zinc-plated steel stainless steel Art.-No. gvz Art.-No. A4 ETA 048264 048284 048323 048332 048339 048406 048408 048409 048410 048411 048412 — 048414 048415 048416 048417 ■ ■ ■ ■ ■ ■ ■ ■ Approval High performance steel anchors TECHNICAL DATA Drill hole diameter Anchor length Internal thread do Min. Drill hole depth for pre-positioned installation h1 l M [mm] [mm] [mm] 8 10 10 12 12 15 20 25 32 33 43 33 43 54 70 85 30 30 40 30 40 50 65 80 M6 M8 M8 M 10 M 10 M 12 M 16 M 20 Min. bolt penetration Max. bolt penetration Sales unit lE,min lE,max [mm] [mm] [pcs] 6 8 8 10 10 12 16 20 13 13 13 13 17 22 28 34 100 100 50 50 50 25 20 10 Associated setting tool for manual installation (EAW H plus), for installation with hammer drill (EA II-S-SDS) ACCESSORIES Setting tool EAW H Plus with hand impact protection for your safety and embossing tool. Items to order only Item EAW H 6 Plus EAW H 8 Plus EAW H 8 x 40 Plus EAW H 10 Plus EAW H 10 x 30 plus EAW H 12 Plus EAW H 16 Plus EAW H 20 Plus EA-ST 12 Setting tool EA-ST Fits Sales unit [pcs] Art.-No. 044630 044631 044632 044633 048487 044634 044635 044636 504585 EA II M6 EA II M 8 EA II M 8 x 40 EA II M 10 EA II M 10 x 30 EA II M 12, EA II M 12 D EA II M 16 EA II M 20 EA II M6 1 1 1 1 1 1 1 1 1 ACCESSORIES Machine setting tool EA II S-SDS Items to order only Item EA II S-SDS 6 EA II S-SDS 8 EA II S-SDS 8 x 40 EA II S-SDS 10 x 30 EA II S-SDS 10 EA II S-SDS 12 EA II S-SDS-M 16 EA II S-SDS-M 20 1) Delivery time on request. 30 Tool holder Fits SDS plus SDS plus SDS plus SDS plus SDS plus SDS plus SDS max SDS max EA II M6 EA II M 8 EA II M 8 x 40 EA II M 10 x 30 EA II M 10 EA II M 12 D / EA II M 12 / EA M 12 N D EA II M 16 EA II M 20 Art.-No. 048065 048066 048067 048068 1) 048070 048071 048072 1) 048073 1) Sales unit [pcs] 1 1 1 1 1 1 1 1 EA II Hammerset anchor LOADS - MULTIPLE USE , CRACKED CONCRETE Type EA II M6 / A4 EA II M8 / A4 EA II M8 x 40 / A4 EA II M10 x 30 / A4 EA II M10 / A4 EA II M12 / A4 Effective anchorage depth hef Min. member thickness hmin Maximum torque moment Tinst,max [mm] [mm] 30 30 40 30 40 50 100 100 100 120 120 120 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) 3) Cracked or Non-cracked concrete Permissible load Min. spacing Min. edge distance Fperm3) smin2) cmin2) [Nm] [kN] [mm] [mm] 4,0 8,0 8,0 15,0 15,0 35,0 1,0 1,7 1,7 1,7 2,5 3,6 65 95 95 85 95 145 115 140 140 140 160 200 Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. LOADS - SINGLE ANCHOR, NON-CRACKED CONCRETE Hammerset anchor EA II (screw quality 8.8) / EA II A4 (screw quality A4 -70) Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 07/0135 has to be considered. Type EA II M65) / / A45) EA II M85) / A45) EA II M8 x 40 EA II M10 x 305) / A45) EA II M10 / A4 EA II M12 / A4 EA II M12D / A4 EA II M16 / A4 EA II M20 / D A4 Min. member thickness hmin Maximum torque moment Tinst,max Permissible tensile load Nperm3) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 30 30 40 30 40 50 50 65 80 100 100 100 120 120 120 120 160 200 4,0 8,0 8,0 15,0 15,0 35,0 35,0 60,0 120,0 4,0 4,0 6,1 4,0 6,1 8,5 8,5 12,6 17,2 3,9 4,0 4,9 4,0 6,1 8,5 8,5 18,3 29,1 65 95 95 85 95 145 145 180 190 115 140 140 140 160 200 200 240 280 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 1) Non-cracked concrete Permissible Min. shear load spacing Vperm3) smin2) Effective anchorage depth hef Min. edge distance cmin2) High performance steel anchors Hammerset anchor EA II (screw quality 5.8) / EA II A4 (screw quality A4 -70) Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/60. For the design the complete approval ETA - 07/0142 has to be considered. 2 For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 5) Only for multiple use for non-structural applications. 3) 31 FNA II Nail anchor High performance steel anchors The hammerset nail anchor for multiple fixings Fire protection boards VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel ▪▪ highly corrosion-resistant steel BUILDING MATERIALS Approved for: ▪▪ Concrete C12/15 to C50/60, cracked, for multiple fixings of nonstructural applications Also suitable for: ▪▪ Solid sand-lime brick ▪▪ Natural stone with dense structure ▪▪ Prestressed hollow-core concrete slabs 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The special design principle allows for a simple hammerset installation and a short processing time. ▪▪ The extremely short anchor depth prevents reinforcement hits, and creates conditions for a trouble-free installation. ▪▪ The expansion clip ensures a firm hold when placed in the drill hole, and prevents it falling out during overhead installations. ▪▪ A range of different head shapes allows for the fixing of wide-ranging fixtures and for the ideal adaptation to suit the intended use. ▪▪ Fire protection plates ▪▪ Fire protection boards ▪▪ Ventilation systems ▪▪ Wire and nonious hangers ▪▪ Mounting rails ▪▪ Metal clamps ▪▪ Sub-structures made of wood or metal ▪▪ The FNA II with nail head is suitable for push-through installation. The FNA II M6 is suitable for pre-positioned and push-through installation. The FNA II OE and H are suitable for prepositioned installation. ▪▪ The installed FNA II nail anchor expands automatically under load. The cone is pulled into the expansion clip and expands it against the drill hole wall. ▪▪ Available setting tools:▪ FNA S-SBO to slip onto the drill.▪ FNA S-SDS for series installation with a drilling hammer.▪ FNA S-H for the manual installation of mounting rails. INSTALLATION 32 Suspended ceilings FNA II Nail anchor TECHNICAL DATA Item FNA II 6 x 25/5 FNA II 6 x 30/5 FNA II 6 x 30/5 FNA II 6 x 30/20 FNA II 6 x 30/30 FNA II 6 x 30/30 FNA II 6 x 30/50 FNA II 6 x 30/75 FNA II 6 x 30/100 FNA II 6 x 30/120 zinc-plated steel stainless steel Art.-No. gvz Art.-No. A4 044121 1) — 044115 1) 044122 — — — — 044116 044123 — — 044117 046024 — 044118 — 044119 — 044120 highly corrosion resistant steel Art.-No. C — — 044124 506147 — 044125 500569 500573 2) 500574 2) 500575 2) do Min. drill hole depth for through fixings h2 l t fix ETA [mm] [mm] [mm] [mm] [mm] [pcs] ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 6 6 6 6 6 6 6 6 6 6 40 45 45 60 70 70 90 115 140 160 35 40 40 55 65 65 85 110 135 155 5 5 5 20 30 30 50 75 100 120 13 13 13 13 13 13 13 13 13 13 100 100 25 50 50 25 50 50 50 50 Approval Items to order only Drill hole diameter Anchor length Max. fixture thickness KD head-Ø Sales unit 1) with hexagon below the nail head for anti-rotation lock of hole and wire hangers (for example) and centring for optional setting tool FNA-S 2) On request. High performance steel anchors Nail anchor FNA II with nail head 2 TECHNICAL DATA Nail anchor FNA II M6 with thread and flange nut Item zinc-plated steel stainless steel highly corrosion resistant steel Art.-No. gvz Art.-No. A4 Art.-No. C FNA II 6 x 25 M6/5 044111 — — — — FNA II 6 x 30 M6/5 044109 044112 2) — FNA II 6 x 30 M6/5 — — 044113 2) FNA II 6 x 30 M6/5 — — — FNA II 6 x 30 M6 x 41 044110 1) — — FNA II 6 x 30 M6/10 046022 — — FNA II 6 x 30 M8/5 044114 1) without nut; e.g. for fixing of pipe clamps 2) with nut and washer (no flange nut) do Min. drill hole depth for through fixings h2 l t fix ETA [mm] [mm] [mm] [mm] ■ ■ ■ ■ ■ ■ ■ 6 6 6 6 6 6 6 40 45 45 45 40 45 45 45 50 50 50 41 55 51 5 5 5 5 — 10 5 Approval Items to order only Drill hole diameter Anchor length Max. fixture thickness Thread M M6 M6 M6 M6 M6 M6 M8 Width across nut Sales unit SW [mm] [pcs] 10 10 10 10 10 10 13 100 100 50 25 100 100 50 33 FNA II Nail anchor Nail anchor FNA II-H with hook zinc-plated steel Items to order only Art.-No. gvz Item FNA II 6 x 25 H FNA II 6 x 25 OE 044126 044127 Nail anchor FNA II-OE with eye Drill hole diameter Approval High performance steel anchors TECHNICAL DATA Anchor l ength Min. drill hole depth Inner diameter of the hook/eye Sales unit do l h1 ETA [mm] [mm] [mm] [Ø mm] [pcs] — ■ 6 6 54 54 35 35 10 10 50 50 TECHNICAL DATA Machine setting tool FNA S-SDS Machine setting tool FNA S-SBO for mounting on the drill bit (drill-Ø 6mm) Hand tool FNA S-H Use Items to order only Item 2 Description Sales unit Art.-No. [pcs] FNA S-SDS 061547 for all FNA II with nail head FNA S-SBO 061548 for all FNA II with nail head FNA S-H 095990 for FNA II with metric thread M6 The ideal setting tool for the serial installation with SDS-plus adapter for driving in FNA II with nail head using a hammer drill. For a power saving and fast installation to be placed on the drill. E.g. for the fixing of installation of mounting rails. Chuck with outer diameter of 15mm for the installation of FNA II M6 by hand. 1 1 1 LOADS Nail anchor FNA II Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/604). For the design the complete approval ETA - 06/0175 has to be considered. Type FNA II 6 x 25 FNA II 6 x 30 FNA II 6 x 25 M6 FNA II 6 x 30 M6 FNA II 6 x 30 M8 FNA II 6 x 25 OE Cracked or Non-cracked concrete Permissible load Min. Min. spacing edge distance Fperm3) smin2) cmin2) Effective anchorage depth hef Min. member thickness hmin Maximum torque moment Tinst,max [mm] [mm] [Nm] [kN] [mm] [mm] 25 30 25 30 30 25 80 80 80 80 80 80 4,0 4,0 4,0 - 1,4 2,4 1,4 2,4 2,4 0,7 100 100 100 100 100 100 50 50 50 50 50 50 LOADS Nail anchor FNA II A4 / FNA II C Highest permissible loads1) for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/604). For the design the complete approval ETA - 06/0175 has to be considered. Type FNA II 6 x 30 A4 / C FNA II 6 x 30 M6 A4 / C Min. member thickness hmin Maximum torque moment Tinst,max [mm] [mm] [Nm] [kN] [mm] [mm] 30 30 80 80 4,0 2,4 2,4 100 100 50 50 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. The combination of the given min. spacing and min. edge distance is not possible. One of them has to be increased according approval. 1) 34 Cracked or Non-cracked concrete Permissible load Min. Min. spacing edge distance Fperm3) smin2) cmin2) Effective anchorage depth hef Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) Loads for concrete strength class C12/15 see approval. 3) TA M BP Heavy-duty security anchor BUILDING MATERIALS Approved for: ▪▪ Concrete C20/25 to C50/60, noncracked Also suitable for: ▪▪ Concrete C12/15 ▪▪ Natural stone with dense structure APPLICATIONS Collision protection FUNCTIONING ▪▪ The TA M is suitable for push-through installation. ▪▪ When applying the torque, the cone is pulled into the expansion sleeve and expands it against the drill hole wall. ▪▪ The hexagonal head of the TA M BP is tightened until it breaks off. ▪▪ Steel constructions ▪▪ Hand-rails ▪▪ Consoles ▪▪ Ladders ▪▪ Cable conduits ▪▪ Machines ▪▪ Staircases ▪▪ Gates ▪▪ Façades ADVANTAGES VERSIONS ▪▪ The optimised geometry minimises setting energy and enables the anchor to be used in extremely narrow spaces. The TA M BP version of the TA M anchor has a twist-off head which prevents the dismantling of the fixture. Ideal for use as an anti-theft deterrent and break-in protection. ▪▪ zinc-plated steel High performance steel anchors The installation-friendly push-through anchor for fixings in non-cracked concrete 2 INSTALLATION TECHNICAL DATA Item TA M8 BP Heavy-duty anchor TA M BP with twist-off head zinc-plated steel Drill hole diameter do Min. drill-hole depth for through fixings h2 Anchor length l Max. fixture thickness t fix Art.-No. gvz [mm] [mm] [mm] [mm] 12 95 84 25 090265 Thread M Width across nut SW Sales unit [mm] [pcs] 13 50 M8 LOADS Heavy-duty anchor TA M BP Highest permissible loads for a single anchor1) in concrete C20/254) For the design the complete approval ETA - 04/0003 has to be considered. Type TA M6 BP 1) Effective Min. anchorage depth substrate thickness Installation torque Permissible tensile load Non-cracked concrete Permissible Min. shear load spacing Min. edge distance hef [mm] hmin [mm] Tinst [Nm] Nperm3) [kN] Vperm3) [kN] smin2) [mm] cmin2) [mm] 40 100 10,0 3,6 3,3 80 50 The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of γL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef. Accurate data see approval. Minimum possible axial spacings resp. edge distance while reducing the permissible load. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 2) 3) 35 FA Through bolt High performance steel anchors The cost-effective demountable through bolt. 2 Guard rail Stadium seating VERSIONS ▪▪ zinc-plated steel ADVANTAGES BUILDING MATERIALS FUNCTIONING ▪▪ The FA bolt can be demounted after installation, leaving a flush surface. ▪▪ The red collar prevents the anchor rotating in the hole during installation. Also suitable for: ▪▪ Concrete ≥ B15 ▪▪ Natural stone with dense structure ▪▪ The FA is for push-through installation. ▪▪ When the hexagonal bolt is tightened, the tapered cone is pulled into the expansion sleeve and expands it against the hole wall. INSTALLATION TECHNICAL DATA drill Ø Art.-No. do [mm] min. drill-hole depth for through fixings td [mm] FA 8/15 (8x70) FA 8/25 (8 x 85) FA 10/15 (10 x 85) 500511 500512 500515 8 8 10 75 90 90 50 50 60 65 80 75 FA 10/50 (10 x 120) 500516 10 120 60 110 50 20 17 25 FA 12/15 (12 x 100) 500522 12 100 70 85 15 35 19 20 FA 12/50 (12 x 135) FA 14/20 (14 x 115) FA 14/50 (14 x 145) 500523 500526 500527 12 14 14 135 115 145 70 80 80 120 100 130 50 20 50 35 50 50 19 22 22 20 10 20 Type min. anchorage depth hv [mm] anchor length torque width across nut l [mm] max. fxing thickness da [mm] Scale units Md SW [mm] [pcs] 15 25 15 10 10 20 13 13 17 25 25 25 LOADS Ultimate loads Fu, m [kN] (mean values) and recommended loads Frec [kN] for single anchors of through bolt FA in non-cracked concrete. Anchor type/thread Fu, m C20/25 Frec C20/25 Axial spacing Edgae distance Min. component thickness 36 C20/25 C20/25 [mm] [mm] [mm] FA8 12.8 2.5 160 80 150 FA10 15.4 3.5 240 100 150 FA12 20.3 4.5 260 130 200 FA14 25.4 6.0 400 150 200 FSA Sleeve anchor The push-through anchor for fixings in non-cracked concrete Waste bins VERSIONS FUNCTIONING ▪▪ zinc-plated steel ▪▪ The FSA is suitable for push-through installation. ▪▪ When applying the torque, the cone is pulled into the expansion sleeve and expands it against the drill hole wall. ▪▪ The half-moon shaped recesses act as a crumple zone to take the torque slippage, so that the attachment is pulled onto the anchor base. BUILDING MATERIALS Suitable for: ▪▪ Concrete C12/15 to C20/25 non-cracked ▪▪ Natural stone with dense structure ADVANTAGES APPLICATIONS ▪▪ The optimised geometry minimises setting energy and enables the use in extremely narrow spaces. This allows for user-friendly installation. ▪▪ The anchor design makes it possible to use different head shapes for flexible anchor solutions: Hexagon head (type S), bolt version with nut and washer (type B). ▪▪ The detachable screw allows for surface flush removal. ▪▪ Hand-rails ▪▪ Consoles ▪▪ Ladders ▪▪ Cable conduits ▪▪ Gates ▪▪ Façades High performance steel anchors Bicycle racks 2 ▪▪ Temporary or structural fixings INSTALLATION TECHNICAL DATA Sleeve anchor FSA-S zinc-plated steel Item FSA 8/15 S (8x65) FSA 8/40 S (8x70) FSA 8/65 S (8x115) FSA 10/10 S (10x65) FSA 10/35 S (10x90) FSA 10/60 S (10x115) FSA 12/10 S (12x75) FSA 12/25 S (12x90) FSA 12/50 S (12x115) Art.-No. gvz 068520 068521 068522 068523 068524 068525 068526 068527 068528 Drill hole diameter Max. fixture thickness Anchor length Thread Width across nut Sales unit do [mm] Min. drill-hole depth for through fixings h2 [mm] t fix [mm] l [mm] M SW [mm] [pcs] 8 8 8 10 10 10 12 12 12 65 90 115 65 90 115 75 90 115 15 40 65 10 35 60 10 25 50 64 89 114 65 90 115 76 91 116 M6 M6 M6 M8 M8 M8 M 10 M 10 M 10 10 10 10 13 13 13 17 17 17 50 50 50 20 20 20 20 20 20 37 FSA Sleeve anchor High performance steel anchors TECHNICAL DATA Sleeve anchor FSA-B Item zinc-plated Drill hole diameter Min. drill-hole steel depth for through fixings h2 do Art.-No. [mm] [mm] gvz FSA 8/15 B FSA 8/40 B FSA 8/65 B FSA 10/10 B FSA 10/35 B FSA 10/60 B FSA 12/10 B FSA 12/25 B FSA 12/50 B FSA 12/75 B 068500 068501 068502 068503 068504 068505 068506 068507 068508 068509 8 8 8 10 10 10 12 12 12 12 Max. fixture thickness Anchor length Thread Width across nut Sales unit t fix [mm] l [mm] M SW [mm] [pcs] 15 40 65 10 35 60 10 25 50 75 65 90 115 69 94 119 81 96 121 146 M6 M6 M6 M8 M8 M8 M 10 M 10 M 10 M 10 10 10 10 13 13 13 17 17 17 17 50 50 50 20 20 20 20 20 20 20 65 90 115 65 90 115 75 90 115 140 LOADS Sleeve anchor FSA-B Highest recommended loads2) for a single anchor in concrete C20/25. 2 Type FSA 8 FSA 10 FSA 12 1) 2) Effective Min. anchorage depth member thickness hef hmin Installation torque Tinst Recommended tensile load Nrec3) Non-cracked concrete Recommended Min. shear load spacing Vrec3) smin 2) Min. edge distance cmin 2) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 35 40 50 70 80 100 8,0 25,0 40,0 2,0 3,5 5,0 3,4 6,3 9,9 70 80 100 50 60 75 Required safety factors are considered. Minimum possible axial spacings resp. edge distance while reducing the recommended load. 3) For combinations of tensile loads and shear loads the given loads have to be reduced. TECHNICAL DATA Sleeve anchor FSA-GB Items to order only FSA GB 6/5 (6x25) FSA GB 6/8 (6x35) FSA GB 6/25 (6x56) FSA GB 8/8 (8x40) FSA GB 8/30 (8x65) FSA GB 8/55 (8x85) FSA GB 10/10 (10x50) FSA GB 10/35 (10x70) FSA GB 10/60 (10x97) FSA GB 12/12 (12x60) FSA GB 12/20 (12x75) FSA GB 12/50 (12x99) FSA GB 12/75 (12x129) FSA GB 16/12 (16x65) FSA GB 16/50 (16x111) FSA GB 16/80 (16x147) FSA GB 20/20 (20x82) FSA GB 20/95 (20x151) 38 zinc-plated steel Drill hole diameter Min. drill-hole depth for through fixings Max. fixture thickness Anchor length Thread do h2 Art.-No gvz [mm] [mm] t fix l M [mm] [mm] 42672 42661 42662 42663 42655 42664 42665 42656 42657 42666 42658 42659 42667 42668 42660 42669 42670 42671 6 6 6 8 8 8 10 10 10 12 12 12 12 16 16 16 20 20 20 20 20 25 25 25 30 30 30 40 40 40 40 40 40 40 50 50 5 8 25 8 30 55 10 35 60 12 20 50 75 12 50 80 20 95 25 35 56 40 65 85 50 70 100 60 75 100 130 65 110 150 80 150 Width across nut SW [mm] M 4.5 M 4.5 M 4.5 M6 M6 M6 M8 M8 M8 M 10 M 10 M 10 M 10 M 12 M 12 M 12 M 16 M 16 Sales unit [pcs] 100 100 100 100 100 25 25 25 25 25 25 20 20 20 10 10 10 5 FSA Sleeve anchor TECHNICAL DATA zinc-plated steel Art.-No gvz FSA GB 8/10 A2 (8x45) FSA GB 8/25 A2 (8x65) FSA GB 10/5 A2 (10x50) FSA GB 10/25 A2 (10x70) FSA GB 10/55 A2 (10x100) FSA GB 10/75 A2 (10x120) FSA GB 12/10 A2 (12x60) FSA GB 12/25 A2 (12/80) FSA GB 12/45 A2 (12x100) FSA GB 12/65 A2 (12x120) 42574 42575 42576 42577 42578 42579 42580 42581 42582 42583 Drill hole Min. drill-hole depth for Max. fixture diameter through fixings thickness do h2 t fix [mm] [mm] [mm] 8 8 10 10 10 10 12 12 12 12 25 30 30 35 35 35 35 40 40 40 10 25 5 25 55 75 10 25 45 65 Anchor length l [mm] Thread 45 65 50 70 100 120 60 80 100 120 M6 M6 M8 M8 M8 M8 M 12 M 12 M 12 M 12 M Width across nut SW [mm] Sales unit [pcs] 100 50 50 50 25 25 25 25 20 20 High performance steel anchors Sleeve anchor FSA-GB A2 2 39 High performance steel anchors FWB Wallbolt The traditional shield anchor widely used in non-cracked concrete Metal construction VERSIONS FUNCTIONING ▪▪ zinc-plated steel for indoor use ▪▪ The FSA is for pre-positioned, flush fixing. ▪▪ For push-through installation. ▪▪ When applying the torque, the cone is pulled into the expansion sleeve and expands it against the drill hole wall. ▪▪ The half-moon shaped recesses act as a crumple zone to take the torque slippage, so that the attachment is pulled onto the anchor base. BUILDING MATERIALS Suitable for: ▪▪ Non-cracked Concrete > C12/15 ▪▪ Dense natural stone ▪▪ Dense solid stone ▪▪ Good quality masonry 2 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The segmented steel expansion shield is pre-assembled ready for use. ▪▪ Versatile: The internal metric thread makes this wallbolt suitable for a number of different head types. ▪▪ The three piece shield distributes and even load when installed. ▪▪ Surface flush which allows the fixture to be removed. ▪▪ Traditional design widely accepted by end users. ▪▪ Hand-rails ▪▪ Ventilation ducts ▪▪ Pipework ▪▪ Suspended ceilings ▪▪ Metal construction ▪▪ Metal profiles Also suitable for temporary fixings such as wall shuttering ▪▪ For pre-positioned and flush fixings. ▪▪ The wallbolt works by torque controlled, friction locking expansion. ▪▪ When the screw or hex. nut is tightened the cone is pulled up into the expansion shield and pushes the segments against the drill hole wall. ▪▪ For best results ensure the drill hole is dust free. INSTALLATION 40 Ventilation ducts FWB Wallbolt TECHNICAL DATA zinc-plated steel Item Art.-No. Shield only FWB M6 S FWB M8 S FWB M10 S FWB M12 S FWB M16 S FWB M20 S 044963 044964 044965 044966 044967 044970 Drill hole dia. Thread Total length Min. anchorage depth hef > [mm] Min. bolt penetration Installation torque Sales unit h2 [mm] Min. drill-hole depth h1 > [mm] do [mm] d1M [mm] > [mm] e2 Tinst [Nm] [pcs] 12 14 16 20 25 32 6 8 10 12 16 20 45 50 60 75 115 130 50 60 70 85 130 150 35 40 50 60 95 110 40 45 55 70 105 120 10 25 40 75 180 220 25 25 25 25 10 10 screw dia. X length Installation torque Sales unit [pcs] TECHNICAL DATA FWB L Loosebolt with hex head screw zinc-plated steel Item Art.-No. Shield only FWB M6 x 55L FWB M6 x 70L FWB M6 x 85L FWB M8 x 65L FWB M8 x 80L FWB M8 x 95L FWB M10 x 75L FWB M10 x 90L FWB M10 x 115L FWB M10 x 140L FWB M12 x 90L FWB M12 x 105L FWB M12 x 120L FWB M12 x 140L FWB M16 x 135L FWB M16 x 150L FWB M16 x 180L FWB M20 x 195L 044976 044977 044978 044979 044990 044991 044992 044993 044994 044995 044996 044997 044998 044999 045079 045099 045108 045109 Drill hole dia. Thread Total length do [mm] d1M [mm] 12 12 12 14 14 14 16 16 16 16 20 20 20 20 25 25 25 32 6 6 6 8 8 8 10 10 10 10 12 12 12 12 16 16 16 20 High performance steel anchors FWB shield 2 Min. anchorage depth hef > [mm] Max. fixing thickness tfix > [mm] Min. bolt penetration h2 [mm] Min. drill-hole depth h1 > [mm] > [mm] [mm] Tinst [Nm] 45 45 45 50 50 50 60 60 60 60 75 75 75 75 115 115 115 130 50 50 50 60 60 60 70 70 70 70 85 85 85 85 125 125 125 130 35 35 35 40 40 40 50 50 50 50 60 60 60 60 95 95 95 110 10 25 40 10 25 40 10 25 50 75 10 25 40 60 15 30 60 60 40 40 40 45 45 45 55 55 55 55 70 70 70 70 95 95 95 110 M6 x 55 M6 x 70 M6 x 85 M8 x 65 M8 x 80 M8 x 95 M10 x 75 M10 x 90 M10 x 115 M10 x 140 M12 x 90 M12 x 105 M12 x 120 M12 x 140 M16 x 135 M16 x 150 M16 x 180 M20 x 195 10 10 10 25 25 25 40 40 40 40 75 75 75 75 180 180 180 220 e2 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 41 FWB Wallbolt High performance steel anchors TECHNICAL DATA 2 FWB P Projecting bolt (threaded rod, washer & nut) zinc-plated steel Item Art.-No. Shield only FWB M6 x 65P FWB M6 x 80P FWB M6 x 115P FWB M8 x 75P FWB M8 x 90P FWB M8 x 125P FWB M10 x 90P FWB M10 x 105P FWB M10 x 135P FWB M10 x 110P FWB M12 x 125P FWB M12 x 170P FWB M20 x 185P 044976 044977 044978 044979 044990 044991 044992 044993 044994 044995 044996 044997 044998 Drill hole dia. Thread Total length Min. anchorage depth hef > [mm] Max. fixing thickness tfix > [mm] Min. bolt penetration h2 [mm] Min. drill-hole depth h1 > [mm] do [mm] d1M [mm] > [mm] 12 12 12 14 14 14 16 16 16 16 20 20 20 6 6 6 8 8 8 10 10 10 10 12 12 12 Installation torque Sales unit [mm] Tinst [Nm] [pcs] 45 45 45 50 50 50 60 60 60 60 75 75 75 50 50 50 60 60 60 70 70 70 70 85 85 85 35 35 35 40 40 40 50 50 50 50 60 60 60 10 25 40 10 25 40 10 25 50 75 10 25 40 40 40 40 45 45 45 55 55 55 55 70 70 70 M6 x 55 M6 x 70 M6 x 85 M8 x 65 M8 x 80 M8 x 95 M10 x 75 M10 x 90 M10 x 115 M10 x 140 M12 x 90 M12 x 105 M12 x 120 10 10 10 25 25 25 40 40 40 40 75 75 75 25 25 25 25 25 25 25 25 25 25 25 25 25 Min. anchorage depth hef > [mm] Max. fixing thickness tfix > [mm] Min. bolt penetration screw dia. X length Installation torque Sales unit > [mm] [mm] Tinst [Nm] [pcs] e2 screw dia. X length TECHNICAL DATA FWB E Eye bolt zinc-plated steel Item Art.-No. Shield only FWB M6 x 73E FWB M8 x 87E FWB M10 x 108E FWB M12 x 130E 045270 045290 045402 045419 Drill hole dia. Thread Total length do [mm] d1M [mm] h2 [mm] Min. drill-hole depth h1 > [mm] 12 14 16 20 6 8 10 12 45 50 50 75 50 60 70 85 35 40 50 60 - 40 45 55 70 M6 x 73 M8 x 87 M10 x 108 M12 x 130 10 25 40 75 25 25 25 25 Min. anchorage depth hef > [mm] Max. fixing thickness tfix > [mm] Min. bolt penetration screw dia. X length Installation torque Sales unit > [mm] [mm] Tinst [Nm] [pcs] 35 40 50 - 40 45 55 M6 x 83 M8 x 98 M10 x 120 10 25 40 25 25 25 e2 TECHNICAL DATA FWB H Hook bolt zinc-plated steel Item Art.-No. Shield only FWB M6 x 73H 045533 FWB M8 x 87H 045534 FWB M10 x 108H 045535 42 Drill hole dia. Thread Total length do [mm] d1M [mm] h2 [mm] Min. drill-hole depth h1 > [mm] 12 14 16 6 8 10 45 50 50 50 60 70 e2 FWB Wallbolt LOADS FWB 6S gvz FWB 8S gvz FWB 10S gvz FWB 12S gvz Effective anchorage depth hef [mm] 35 40 50 60 Recommeneded tension loads Nrec of single anchors without edge spacing influence [mm] 1.5 2.0 4.0 6.0 In non-cracked concrete C20/25 Nrec Recommeneded Shear loads Vrec of single anchors without edge spacing influence [kN] 1.5 2.0 4.0 6.0 In non-cracked concrete C20/25 Vrec Components dimensions and insulation parameters [kN] 55 60 75 90 Minimum edge distance cmin [mm] 110 120 150 180 Minimum spacing smin [mm] 100 100 100 120 Minimum structural component thickness hmin [mm] 12 14 16 20 Nominal drill hole diameter de [mm] 50 60 70 85 Drill hole depth h1 $ [mm] 7 9 12 14 Clearance-hole in the fixture to be attached d1 $ [Nm] 10 25 40 75 Installation torque T1 $ All values apply for non-cracked concrete C20/25 with normal reinforcement or not reinforced without edge or spacing influences. Recommended loads: material safety factor γM and safety factor for load γL =1.4 are included. FWB 16S gvz FWB 20S gvz 95 110 8.0 8.0 8.0 8.0 145 290 190 25 130 18 180 165 330 220 32 150 22 220 High performance steel anchors Anchor type Steel 2 43 FDBB Fixing set for diamond drills High performance steel anchors The reusable fixing system for diamond drills and saws Diamond drills Detail: Diamond drills APPLICATIONS VERSIONS FUNCTIONING ▪▪ Diamond and core drilling devices ▪▪ Diamond saws ▪▪ zinc-plated steel ▪▪ The FDBB is suitable for pre-positioned and push-through installation. ▪▪ An expansion element must be added to the spindle bolt before installation. ▪▪ Use a hammer to drive the FDBB through the base plate of the drilling device into the drill hole. ▪▪ When the nut is tightened, the cone bolt is pulled into the expansion clip and expands it against the drill hole wall. ▪▪ The expansion element remains in the drill hole when dismantling the spindle bolt. The spindle bolt is once again completed with an expansion element and can be reused. BUILDING MATERIALS Suitable for: ▪▪ Concrete C12/15 to C50/60, noncracked ▪▪ Natural stone with dense structure ADVANTAGES ▪▪ The detachable screw connection between the expansion element and spindle enables simple dismantling and ensures that the spindle bolt can be reused. ▪▪ The robust, reusable spindle bolt guarantees a long life span. ▪▪ The active principle of the anchor bolt enables an active controlled expansion, thus offering a high level of safety. ▪▪ The large steel cross-section provides high shear load-bearing capability and, as such, high security for the jerky stoppage of the drill bit. 2 INSTALLATION TECHNICAL DATA Expansion element FDBB SE Fixing set for diamond drills FDBB Item zinc-plated steel Drill hole diameter Usable length Min. drill-hole Width across nut depth for through fixings h2 SW Length do tfix Art.-No. gvz [mm] [mm] [mm] [mm] [mm] Contents Sales unit l FDBB 16/50 Set 090680 16 50 135 27 200 FDBB 16 SE 090681 16 — — — — [pcs] 1 expansion element 16 SE, 1 spindle bolt 16/50/160, 1 washer, 1 nut Expansion element 1 25 LOADS Fixing set for diamond drills FDBB Highest recommended loads1) for a single anchor in non-cracked concrete. C20/25 Type Recommended tensile load Nrec Recommended shear load Vrec2) Recommended tensile load Nrec Recommended shear load Vrec2) [Nm] 98,0 [kN] 12,0 [kN] 13,3 [kN] 9,0 [kN] 13,3 FDBB 1) 44 C12/15 Recommended bending moment Mrec Required safety factors are considered. 2) Steel failure value. FHY Hollow ceiling anchor Air conditioning units in pre-stressed hollowcore concrete slabs Cable trays in pre-stressed hollow-core concrete slabs VERSIONS APPROVALS ▪▪ zinc-plated steel ▪▪ stainless steel BUILDING MATERIALS Approved for: ▪▪ Pre-stressed hollow-core concrete slabs ≥ C45/55 ADVANTAGES APPLICATIONS FUNCTIONING ▪▪ The active principle of the anchor means that the FHY can be used in cavities or in solid materials up to 5 cm from the tensioning wire. This ensures the highest flexibility and user-friendly installation. ▪▪ The embossed edge prevents the anchor sleeve from slipping in the cavity, thus allowing for trouble-free installation. ▪▪ The optimised geometry minimises setting energy and allows for use in extremely narrow spaces. This allows for user-friendly installation. ▪▪ The metric internal thread means that it is possible to use standard screws or threaded rods for the ideal adaptation to suit the intended use. ▪▪ Pipes ▪▪ Cable conduits ▪▪ Ventilation systems ▪▪ Sprinkler systems ▪▪ Suspended ceilings ▪▪ Consoles ▪▪ Steel constructions ▪▪ Wood constructions ▪▪ The FHY is suitable for pre-positioned installation. ▪▪ Put the FHY hollow-ceiling anchor in the drill hole and drive in flush to the surface of the anchor base using the hammer. ▪▪ The FHY pre-positioned anchor must be able to be supported on the attachment for expansion. ▪▪ When applying the torque, the cone is pulled into the expansion sleeve and expands it into the cavity or expands it in the solid material against the drill hole wall. ▪▪ Screw length ls =▪ Minimum screw-in depth e2▪ + Thickness of fixture tfix▪ + Thickness of washer▪ (with threaded rod: + height of nut) High performance steel anchors The installation-friendly internally threaded anchor for fixings in pre-stressed hollow-core concrete slabs 2 INSTALLATION 45 FHY Hollow ceiling anchor 2 Hollow-ceiling anchor FHY, zinc-plated steel Items to order only Item FHY M 6 FHY M 6 FHY M 8 FHY M 8 FHY M10 FHY M10 Drill hole diameter Anchor length Thread do l M [mm] [mm] zinc-plated steel stainless steel Art.-No. gvz Art.-No. A4 DIBt 030138 — 030146 — 030148 — — 030139 — 030147 — 030151 ▯ — ▯ — ▯ — 10 10 12 12 16 16 37 37 43 43 52 52 Approval High performance steel anchors TECHNICAL DATA M6 M6 M8 M8 M 10 M 10 Min. drill hole depth Min. bolt penetration Sales unit h1 lE,min [mm] [mm] [pcs] 50 50 60 60 65 65 37 37 43 43 52 52 50 50 25 25 20 20 LOADS Hollow-ceiling anchor FHY (screw with grade 5.8) Highest permissible loads1) for a single anchor in pre-stressed hollow-core concrete slabs of strength class ≥ B55 resp. C45/55. For the design the complete approval Z-21.1-1711 has to be considered. Type FHY M6 FHY M8 FHY M10 1) 2) Pre-stressed hollow-core concrete slabs Permissible load Min. spacing Min. edge distance Web thickness Min. anchorage depth Torque moment du hef Tinst Fperm3) smin2) cmin2) [mm] [mm] [Nm] [kN] [mm] [mm] 25 - 29 30 - 39 ≥40 25 - 29 30 - 39 ≥40 30 - 39 ≥40 30 30 30 35 35 35 40 40 10,0 10,0 10,0 10,0 10,0 10,0 20,0 20,0 0,7 0,9 2,0 0,7 0,9 2,0 1,2 3,0 70 80 100 70 80 100 80 100 100 100 100 100 100 100 100 100 The required safety factors as regulated in the approval are considered. Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. LOADS Hollow-ceiling anchor FHY A4 (screw with grade A4-70) Highest recommended loads1) for a single anchor in pre-stressed hollow-core concrete slabs of strength class ≥ B55 resp. C45/55. Type FHY M6 A4 FHY M8 A4 FHY M10 A4 1) 2) 46 Pre-stressed hollow-core concrete slabs Recommended load Min. spacing Min. edge distance Web thickness Min. anchorage depth Torque moment du hef Tinst Frec3) smin2) cmin2) [mm] [mm] [Nm] [kN] [mm] [mm] 25 - 29 30 - 39 ≥40 25 - 29 30 - 39 ≥40 30 - 39 ≥40 30 30 30 35 35 35 40 40 10,0 10,0 10,0 10,0 10,0 10,0 20,0 20,0 0,7 0,9 2,0 0,7 0,9 2,0 1,2 3,0 70 80 100 70 80 100 80 100 100 100 100 100 100 100 100 100 Required safety factors are considered. Minimum possible axial spacings resp. edge distance while reducing the recommended load. 3) Valid for tensile load, shear load and oblique load under any angle. Decisive factors Technical disclaimer / Decisive factors This document is a factual record of anchor performance obtained under specific conditions and does not constitute an endorsement of the suitability of the product for any specific application. This responsibility remains with the customer. The data given shall be used as a guide for assessment or anchor suitability. Even when our advise is given in good faith it cannot be binding for this reason and we cannot accept any liability for any anchor failure due to the wrong design, misuse or wrong installation. For safety critical applications only anchors with an ETA or Zulassung German Approval shall be used. For further product information please contact the fischer Technical Department: Phone: 01491 827 920 E-mail: technical@fischer.co.uk fischer fixings (UK) Ltd. Whitely Road, Wallingford, Oxon, OX10 9AT. We cannot be responsible for any errors, and we reserve the right to make technical and range modifications without notice. No liability is accepted for printing errors and omissions. High performance steel anchors Due to the complexity of building materials, tools, fixing elements and installation techniques a comprehensive recommendation depends on full and detailed understanding of specific site conditions. 2 General Notice The information in this brochure is intended for general guidance only and is given without engagement. Additional information and advice on specific applications is available from our Technical Support Team. For this however, we require a precise description of your particular application. All the data in this brochure concerning work with our fixings must be adapted to suit local conditions and the type of materials in use. If no detailed performance specifications are given for certain articles and types, please contact our Technical Service Department for advice. Phone: 01491 827 920 E-mail: technical@fischer.co.uk 47 Contacts fischer fixings UK Ltd. Whitely Road Oxon OX10 9AT Wallingford Great Britain Phone (0044) 1491 827900 Fax (0044) 1491 827953 E-mail info@fischer.co.uk www.fischer.co.uk Technical Service If you need any assistance, simply contact your local fischer representative. For more specialised application problems please contact our Technical Services Team. Your dealer: fischer fixings UK Ltd. Wallingford, Oxon, OX10 9AT. Phone e-mail: 01491 827 920 technical@fischer.co.uk Technical Training We also offer training seminars suited to your individual needs and requirements. Please call the number above to find out more www.fischer.co.uk 48 High performance steel anchors / 2 of 12 product sections / 01/2013 · (V1) · Printed in the UK 01/2013
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