Description

Specification
Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated | High loads, small distance and edge distance

Immediate load-bearing capacity, no waiting times

Time-saving in-place installation

Reduced effective anchorage depth

Minimised drilling, time-saving

Versatile applications | High loads, small distance and edge distance | Immediate load-bearing capacity, no waiting times | Time-saving in-place installation | Reduced effective anchorage depth | Minimised drilling, time-saving | Versatile applications | Proof of Performance | ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011) | ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20) | Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve) | Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011) | Application area | Heavy steel structures
Fence systems
Post support bracket | Heavy steel structures | Heavy steel structures | Fence systems | Fence systems | Post support bracket | Post support bracket | Create the drill hole
10
Knock in anchor with mason’s mallet or machine setting tool
Set anchor in place
Apply torque | Create the drill hole | Create the drill hole | Create the drill hole | 10 | 10 | 10 | Knock in anchor with mason’s mallet or machine setting tool | Knock in anchor with mason’s mallet or machine setting tool | Knock in anchor with mason’s mallet or machine setting tool | Set anchor in place | Set anchor in place | Set anchor in place | Apply torque | Apply torque | Apply torque | ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011) | ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20) | Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve) | Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Application
Application area | Individual fixing point with approval | Standard concrete C20/25 to C50/60 (cracked and uncracked concrete, seismic performance category C1 and C2) | For the attachment of e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, wooden structures, roof beams, etc. | Individual fixing point without approval | For use in concrete < C20/25 and pressure-resistant natural stone | W-FAZ/S may only be used in dry indoor room conditions Tehnical Information
Metric anchor diameter: M10 | Anchor length (l): 180 mm | Attachment height (t fix): 100 mm | Max. attachment height reduced (t fix, red): 120 mm | Effective anchoring depth (h ef): 60 mm | Effective anchoring depth reduced (h ef, red): 40 mm | Width across flats: 17 mm | Nominal drill-bit diameter (d 0): 10 mm | Drill hole depth (h 1): 75 mm | Drill hole depth reduced (h 1, red): 55 mm | Material: Steel | Surface: Zinc plated | Torque during anchoring (T inst): 25 Nm | Through-hole in the component to be connected (d f): 12 mm | Approval: ETA-99/0011 | 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors.
2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths.
3) The use is limited to the anchorage of statically indeterminate systems.: