Quick-action anchor W-ZS 6-5
Quick-action anchor W-ZS 6-5
ANC-(W-ZS)-(A2K)-5-6X35
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- Push-through installation
- Small drill hole depth
- Small drill hole diameter
- Immediate load-bearing capacity – no waiting
- Easy insertion: Knock in protruding sleeve with hammer until flush
- No special drills or setting tools required
- European Technical Approval for use in concrete C12/15
- Anchorage via friction locking – distance-controlled expanding anchor
Multiple attachment of non-load-bearing systems in concrete: European Technical Approval ETA-06/0241
- Dimensioned in accordance with the "European Technical Approval Guidelines (ETAGs) for metal dowels for use in concrete", Appendix C, measurement process C
- The dowel has European Technical Approval for use in reinforced or non-reinforced standard concrete with a strength class of min. C12/15 and max. C50/60 in accordance with EN 206:2000-12
- Multiple attachment of non-load-bearing systems, anchoring in cracked concrete (tension zone) and non-cracked concrete (compression zone) with European Technical Approval
Fire resistance: R30, R60, R90, R120 (anchoring base: concrete C20/25 to C50/60): Technical Report TR 020 "Evaluation of anchorages in concrete concerning resistance to fire" (included in ETA-06/0241); F30, F60, F90, F120 (anchoring base: concrete C20/25 to C50/60): Exposure to fire according to DIN 4102-02: 1977-09 (uniform temperature curve)
Drill the hole
Clean the drill hole
Insert anchor through component
Knock in sleeve until flush
Multiple attachment of non-load-bearing systems in concrete: European Technical Approval ETA-06/0241
- Dimensioned in accordance with the "European Technical Approval Guidelines (ETAGs) for metal dowels for use in concrete", Appendix C, measurement process C
- The dowel has European Technical Approval for use in reinforced or non-reinforced standard concrete with a strength class of min. C12/15 and max. C50/60 in accordance with EN 206:2000-12
- Multiple attachment of non-load-bearing systems, anchoring in cracked concrete (tension zone) and non-cracked concrete (compression zone) with European Technical Approval
Fire resistance: R30, R60, R90, R120 (anchoring base: concrete C20/25 to C50/60): Technical Report TR 020 "Evaluation of anchorages in concrete concerning resistance to fire" (included in ETA-06/0241); F30, F60, F90, F120 (anchoring base: concrete C20/25 to C50/60): Exposure to fire according to DIN 4102-02: 1977-09 (uniform temperature curve)
Datasheets(X)
- Suitable for attaching: Anchorages for lightweight ceiling cladding and suspended ceilings, metal profiles, perforated strips, eyelets, vernier scale hangers, suspended ceilings etc.
- Can be used in compression-proof natural stone and solid sand-lime brick (unapproved)
- Anchor can be used in dry indoor areas
Type description | W-ZS |
Material | Steel |
Surface | Zinc plated |
Anchor diameter | 6 mm |
Max. attachment height (t fix) | 5 mm |
Effective anchoring depth (h ef) | 30 mm |
Nominal drill-bit diameter (d 0) | 6 mm |
Drill hole depth (h 0) | 35 mm |
Through-hole in the component to be connected (d f) | 7 mm |
| Performance data | ||
| Anchor diameter [mm] 6 | 6 | |
| Anchors in a redundant non-structural system in non-load-bearing systems in concrete (for all load directions) | Fadm [kN] ≥ C20/25 and ≤ C50/601) | 1,0 |
| Fadm [kN] = C12/151) | 0,8 | |
| Admissible bending moment | Madm [Nm] | 1,5 |
| Admissible load when exposed to fire (Technical Report TR 020) For spacing and edge distances, see European Technical Approval ETA-06/0241 | R30; Fadm [kN] 2) | 0,2 |
| R60; Fadm [kN] 2) | 0,2 | |
| R90; Fadm [kN] 2) | 0,1 | |
| R120; Fadm [kN] 2) | 0,1 | |
| Fire resistance rating | F30 [kN] | 0,45 |
| F60 [kN] | 0,3 | |
| F90 [kN] | 0,2 | |
| F120 [kN] | 0,15 | |
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Annex C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. 2) The partial safety factors for load capacity under exposure to fire of γM,fi = 1.0 as recommended in the approval and the partial safety factor of the effects of γF = 1.0 have been taken into account. Carbide masonry drills must comply with the specifications set out in the code of practice of the German institute of building technology (DIBt) and the Association of German Tool Manufacturers (FWI) on the characteristics, requirements and tests of masonry drills with carbide cutting inserts used to drill holes for fixing anchors. Würth hammer drill bits meet the specifications set out in the information leaflet. | ||
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