Plastic frame anchor WE10

Name: Plastic frame anchor WE10
Brand: Würth
SKU: 0912510115

Plastic frame anchor WE10 with countersunk screw
ANC-(WE 10)-PLA-TX40-(A2L)-65-10X115

Art.-no. 0912510115

EAN 4011231856317

All versions

Prices for customers after login

Plastic frame anchor WE10

Art.-no. 0912510115

Prices for customers after login

Quantity

x 50 pcs

Exclusively for trade customers

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Specification

With countersunk screw, galvanised steel, TX 40. For multiple attachment of concrete and solid brick façade cladding.

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

Application

Application area

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.

Technical information

Anchor diameter	10 mm
Anchor length (l) (l)	115 mm
Max. attachment height (d a) (da)	65 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	F_adm [kN] ≥ B15	0,8
	Solid brick²⁾	F_adm [kN] ≥ Mz 12	0.6 ²⁾
	Solid calcium silicate block ²⁾	F_adm [kN] ≥ KS 12	0.6 ²⁾
	Vertically perforated brick	F_adm [kN] ≥ Hlz	-
	Hollow calcium silicate block	F_adm [kN] ≥ KSL 6	-
	Solid bricks and blocks made of lightweight concrete	F_adm [kN] ≥ V2	-
	Hollow blocks made of lightweight concrete ⁶⁾	F_adm [kN] ≥ Hbl 2	-
	Lightweight aggregate concrete (TGL)	F_adm [kN]	-
	Weather barriers	F_adm [kN] ≥ B15	0,3
Admissible bending moment ⁴⁾ zinc-plated steel, yellow chromated		M_adm [Nm]	Tensile force F_z = 0 kN: 6.6 Tensile force F_z = 0.8 kN: 6.0
Admissible bending moment ⁴⁾ A4 stainless steel		M_adm [Nm]	Tensile force F_z = 0 kN: 5.4 Tensile force F_z = 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. F_Z = 0 kN and F_Z = 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.