W-RD plastic frame anchor Without collar in natural colour. Without approval
Plastic frame anchor, W-RD without collar
ANC-(W-RD)-PLA-WO.COLLAR-10-8X80
ZEBRA
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- Through-hole mounting
- Low insertion torque of screw – slight expansion of the anchor, virtually no movement of the wall plug body
- Strong twist lock
- Expansion in 4 directions, high load-bearing capacities
- Improved load transfer: Even, continuous load distribution across the entire expansion area
- The hammer-in stop prevents premature expansion of the anchor during installation
- Wall plug body made of high-quality polyamide
- Halogen-free and silicon-free
- Thermally stable from –40 °C to + 80 °C
Performance data determined in Würth test laboratory
- Drill perforated and hollow blocks with a rotary drill (without impact mechanism)
- Drill cuttings must be removed from the drill hole
- Screw length = anchor length + 1x screw Ø
- Use wood or particle board screws WITHOUT an optimised thread bit (e.g. without drill tip, counter thread, ring thread etc.)
Set anchor and screw
Screw in the screw
Screw in screw until flush
Set anchor and screw
Screw in the screw
Screw in screw until flush
Performance data determined in Würth test laboratory
Datasheets(X)
Secondary attachments
Concrete and solid and perforated block masonry.
Suitable for fastening, e.g. wardrobes, curtain rails, wall shelves, light wall cupboards, mirrors, picture frames, cable clamps, electrical switches, washbasins, wooden laths, metal rails, angle brackets, profiles, information signs.
Base materials
Normal weight concrete, masonry walls (solid bricks, solid calcium silicate blocks, vertically perforated bricks, hollow calcium silicate blocks, hollow lightweight concrete blocks, solid blocks and blocks made of lightweight concrete)
Installation temperatures
Temperature of base material: ≥ -20 °C, temperature of anchor sleeve: ≥ 0 °C
Anchor diameter | 8 mm |
Anchor length (l) | 80 mm |
Max. attachment height (t fix) | 10 mm |
Nominal drill-bit diameter (d 0) | 8 mm |
Through-hole in the component to be connected (d f) | 8.5 mm |
Screw diameter | 6 mm |
Drill hole depth (h 0) | 60 mm |
Drill hole depth (h 1) | 80 mm |
Type description | W-RD 8, without collar |
Performance data | ||||||
Anchor diameter [mm] | 6 | 8 | 8 | 10 | ||
Effective anchorage depth hef [mm] | 50 | 50 | 70 | 70 | ||
Permissible load1) (Tensile, shear load and diagonal tensile force at every angle) | Concrete | Frec [kN] ≥ C20/251) | 0,4 | 0,4 | 0,5 | 0,5 |
Solid brick Mz, EN 771-1, DIN 105 ≥ NF (≥ 240 x 115 x 71) | Frec [kN] ≥ Mz 361) | 0,2 | 0,3 | 0,4 | 0,3 | |
Solid sand-lime brick KS, EN 771-2, DIN 106 ≥ NF (≥ 240 x 115 x 71) | Frec [kN] ≥ KS 201) | 0,4 | 0,4 | 0,5 | 0,5 | |
Solid bricks and solid blocks made of normal weight concrete EN 771-3, DIN 18153 ≥ NF (≥ 240 x 115 x 71) | Frec [kN] ≥ Vbn121) | 0,4 | 0,4 | 0,6 | 0,6 | |
Solid bricks and solid blocks made of lightweight concrete EN 771-3, DIN V 18152-100 ≥ NF (≥ 240 x 115 x 71) | Frec [kN] ≥ V41) | 0,1 | 0,2 | 0,3 | 0,3 | |
Vertically perforated brick HLz, EN 771-1, DIN 105 ≥ 2DF (≥ 240 x 115 x113) | Frec [kN] ≥ Hlz 201) | 0,1 | 0,2 | 0,2 | 0,1 | |
Hollow sand-lime brick KSL, EN 771-2, DIN 106 ≥ 2DF (≥ 240 x 115 x113) | Frec [kN] ≥ KSL 61) | 0,1 | 0,2 | 0,4 | 0,4 | |
Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 18151 ≥ 16DF (≥ 497 x 237 x 241) | Frec [kN] ≥ Hbl 61) | 0,1 | 0,2 | 0,1 | 0,3 | |
1) The recommended loads were obtained with the plug screw with countersunk head in accordance with DIN 97. |
Masonry | Axis distance | s ≥ [mm] | 250 | 250 | 250 | 250 |
Nominal drill diameter2) | d0 [mm] | 6 | 8 | 8 | 10 | |
Drill hole depth | h0 ≥ [mm] | 60 | 60 | 80 | 80 | |
Effective anchorage depth3) | hnom ≥ [mm] | 50 | 50 | 70 | 70 | |
Through hole in component being connected | df ≤ [mm] | 6,5 | 8,5 | 8,5 | 10,5 | |
1) The recommended loads were obtained with the plug screw with countersunk head in accordance with DIN 97 (art. no. 0157 0. …). 2) If the drilling hole is created in the perforated brick with impact and hammer action, the load capacity is reduced. 3) The anchors must be positioned in such a way that the spreading part is anchored in the web of the stone. | ||||||
Characteristic values | ||||||
Concrete | Axis distance | s ≥ [mm] | 100 | 100 | 100 | 100 |
Edge distance | c ≥ [mm] | 70 | 70 | 70 | 140 | |
Minimum member thickness | hmin ≥ [mm] | 100 | 100 | 100 | 100 | |
Edge distance | c ≥ [mm] | 100 | 100 | 100 | 100 | |
Minimum member thickness | hmin ≥ [mm] | 115 | 115 | 115 | 115 |
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