Plastic frame anchor WE10
Plastic frame anchor WE10 with countersunk screw
ANC-(WE 10)-PLA-TX40-(A2L)-50-10X100
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- 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
Drill the hole
Clean the drill hole: 3 x blow-out
Install anchor
Screw in the screw
Screw in screw until flush
Datasheets(X)
The anchor is approved for multiple attachment of façade cladding
WE 10 is approved for anchoring in the following bases: Standard concrete, masonry walls (solid brick, solid sand-lime brick), standard concrete cladding consisting of three-layer external wall panels
Installation temperature: Temperature of anchoring base ≥ 0°C
The galvanised screw can be used outdoors or in damp spaces or 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) (l) | 100 mm |
Max. attachment height (d a) (da) | 50 mm |
Anchoring depth (h v) | 50 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Drill hole depth (t) | 60 mm |
| Performance data | |||
| Anchor diameter [mm] | WE10 | ||
| Admissible load 1) (Tensile, shear load and diagonal tensile force at every angle) | Concrete | Fadm [kN] ≥ B15 | 0,8 |
| Solid brick 2) | Fadm [kN] ≥ Mz 12 | 0.6 2) | |
| Solid calcium silicate block 2) | Fadm [kN] ≥ KS 12 | 0.6 2) | |
| Vertically perforated brick | Fadm [kN] ≥ Hlz | - | |
| Hollow calcium silicate block | Fadm [kN] ≥ KSL 6 | - | |
| Solid bricks and blocks made of lightweight concrete | Fadm [kN] ≥ V2 | - | |
| Hollow blocks made of lightweight concrete 6) | Fadm [kN] ≥ Hbl 2 | - | |
| Lightweight aggregate concrete (TGL) | Fadm [kN] | - | |
| Weather barriers | Fadm [kN] ≥ B15 | 0,3 | |
| Admissible bending moment 4) zinc-plated steel, yellow chromated | Madm [Nm] | Tensile force Fz = 0 kN: 6.6 Tensile force Fz = 0.8 kN: 6.0 | |
| Admissible bending moment 4) A4 stainless steel | Tensile force Fz = 0 kN: 5.4 Tensile force Fz = 0.8 kN: 4.8 | ||
| 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. | |||
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