Plastic frame anchor WD10
Plastic frame anchor WD10 without screw
ANC-(WD 10)-PLA-WO.SCR-10-10X100
Register now and access more than 125,000 products
- Push-through installation
- Immediate load-bearing capacity – no waiting
- Compatible anchor sleeve and screw
- The hammer-in stop prevents premature expansion of the anchor during installation
- Anchorage via friction locking between anchor sleeve and anchoring base
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush
The anchor is approved for multiple attachment of façade cladding
WD10 is approved for anchoring in the following bases: Masonry walls (perforated sand-lime brick, vertically perforated brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, no-fines lightweight concrete (TGL), standard concrete cladding made of three-layer external wall panels
Installation temperature: Temperature of anchoring base ≥ 0°C
The stainless steel screw can be used outdoors, in industrial atmospheres and in coastal areas
The galvanised screw can be used outdoors or in industrial atmospheres, if the area around the screw head is protected against moisture or rain to ensure that no moisture can penetrate the anchor shaft (suitable paint or plastic caps)
Suitable for attaching façade substructures (made of wood or steel), wooden beams, wooden laths, metal rails, angle brackets, profiles etc.
Anchor diameter | 10 mm |
Anchor length (l) (I) | 100 mm |
Max. attachment height (d a) (da) | 10 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Drill hole depth (t) | 100 mm |
Anchoring depth (h v) | 90 mm |
| Performance data | |||
| Anchor diameter [mm] | WD10 | ||
| Admissible load 1) (Tensile, shear load and diagonal tensile force at every angle) | Concrete | Fadm [kN] ≥ B15 | - |
| Solid brick 2) | Fadm [kN] ≥ Mz 12 | - | |
| Solid calcium silicate block 2) | Fadm [kN] ≥ KS 12 | - | |
| Vertically perforated brick | Fadm [kN] ≥ Hlz | max. 0.6 3) | |
| Hollow calcium silicate block | Fadm [kN] ≥ KSL 6 | max. 0.6 3) | |
| Solid bricks and blocks made of lightweight concrete | Fadm [kN] ≥ V2 | max. 0.5 3) | |
| Hollow blocks made of lightweight concrete 6) | Fadm [kN] ≥ Hbl 2 | max. 0.5 3) | |
| Lightweight aggregate concrete (TGL) | Fadm [kN] | 0,3 | |
| Weather barriers | Fadm [kN] ≥ B15 | 0,3 | |
| Admissible bending moment 4) zinc-plated steel, yellow chromated | Madm [Nm] | Tensile force Fz = 0 kN: 11.5 Tensile force Fz = 0.8 kN: 11 | |
| Admissible bending moment 4) A4 stainless steel | Tensile force Fz = 0 kN: 9.4 Tensile force Fz = 0.8 kN: 8.9 | ||
| 1) A continuous tensile load (e.g. due to dead load) is only admissible as a diagonal tensile force This combined tension and shear load must form at least an angle of 10° with the anchor axis. 2) The admissible load may be increased to 0.8 kN if the bricks are unperforated solid bricks or unperforated solid calcium silicate blocks (no grip opening). 3) Maximum admissible load if the admissible load is determined through tests on the structure. 4) For loads between the two values (e.g. FZ = 0 kN and FZ = 0.8 kN), the relevant admissible bending moments may be linearly interpolated. 6) The effective anchorage depth may only be exceeded if the lowering influence on the admissible load is checked through tests on the structure. | |||
Datasheets(X)
