Nail anchor W-NA-K/A4 With nail head
Nail anchor W-NA-K/A4
ANC-(W-NA-K/A4)-A4-30-6X69
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- Quick and easy installation
- Less drilling required thanks to reduced effective anchorage depth of 25 mm
- Easy insertion: Simply hammer in - no torque required
- No special drills or setting tools required
- Push-through installation
- Very low edge distances and spacings possible
- Elegant, attractive design
- Torque-controlled expanding anchor — expands when subjected to load
- Multiple attachment of non-load-bearing systems in concrete: European Technical Approval ETA-11/0339
- 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-11/0339)
- Fire-tested in line with the ZTV tunnel fire curve in the cracked tension zone
The nail anchor offers the benefits of a bolt anchor while also being easy to install; the nail anchor is simply knocked into the drill hole through the attached part
Suspended ceilings
Create the drill hole
Clean the drill hole
Insert the nail anchor through the component and knock it in
Drive in the nail anchor until it is flush
- Multiple attachment of non-load-bearing systems in concrete: European Technical Approval ETA-11/0339
- 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-11/0339)
- Fire-tested in line with the ZTV tunnel fire curve in the cracked tension zone
Datasheets(X)
CAD data (available after login)
Anchors in a non-structural system based on a redundant design with approval in cracked concrete (tensile zone) and non-cracked concrete (compression zone)
- E.g. lightweight ceiling cladding and suspended ceilings, metal profiles, perforated strips, wire hangers, vernier hangers, wooden strips, wooden laths, square timbers etc.
- For use in reinforced or non-reinforced normal weight concrete with a concrete compressive strength of min. C12/15 and max. C50/60 in accordance with EN 206-1:2000-12
Can be used outdoors (including in industrial atmospheres and coastal areas) or in wet rooms
Anchor diameter | 6 mm |
Anchor length (l) | 69 mm |
Min./max. height of the fixture (t fix) | 30-35 mm |
Nominal drill-bit diameter (d 0) | 6 mm |
Effective anchoring depth (h ef) | 30 mm |
Effective anchoring depth reduced (h ef, red) | 25 mm |
Drill hole depth (h 0) | 40 mm |
Drill hole depth reduced (h 0, red) | 35 mm |
Minimum component thickness (h min) | 80 mm |
Through-hole in the component to be connected (d f) | 7 mm |
Material | Stainless steel A4, 1.4401 |
Surface | Plain |
| Performance data | |||
| Anchor diameter [mm] | 6 (hef [mm] = 25) | 6 (hef [mm] = 30) | |
| Anchors in concrete in a non-structural system based on a redundant design (for all load directions) for c ≥ 100 mm and s ≥ 200 mm | Fadm [kN] ≥ C12/15 | 1,4 | 1.93) |
| Fadm [kN] ≥ C20/25 and ≤ C50/60 1) | 2.13) | 2.83) | |
| Anchors in concrete in a non-structural system based on a redundant design (for all load directions) for c ≥ 50 mm and s ≥ 100 mm | Fadm [kN] ≥ C12/15 | 0,7 | 1,0 |
| Fadm [kN] ≥ C20/25 and ≤ C50/60 1) | 1,0 | 1,2 | |
| Permissible bending moment | Madm [Nm] | 7,3 | 7,3 |
| Admissible load when exposed to fire (Technical Report TR 020) For axis and edge distances, see European Technical Approval ETA-11/0339 | R30; Fadm [kN] 2) | 0,6 | 0,9 |
| R60; Fadm [kN] 2) | 0,6 | 0,8 | |
| R90; Fadm [kN] 2) | 0,6 | 0,6 | |
| R120; Fadm [kN] 2) | 0,5 | 0,5 | |
| 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. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. 2) The partial safety factors for the load capacity when exposed to fire of γM,fi = 1.0, as recommended in the approval, and the partial safety factor of the actions of γF = 1.0 have been taken into account. | |||
| Characteristic values | ||
| Minimum member thickness | hmin [mm] | 80 |
| Effective anchorage depth | hef [mm] | 30 |
| Nominal drill ∅ | d0 [mm] | 6 |
| Diameter of cutting edges | dcut ≤ [mm] | 6,4 |
| Drill hole depth | h1 ≥ [mm] | 40 |
| Through hole in the component being connected | df ≤ [mm] | 7 |
| Torque while installing anchor | Tinst ≤ [Nm] | 4 |
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