Plastic frame anchor W-UR F 8, galvanised steel
Plastic frame anchor W-UR F8 steel zp pan head
ANC-(W-URF/PH)-PLA-AW30-(A2K)-30/10-8X80
ZEBRA
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- With pan head screw, galvanised steel
- Push-through installation
- Immediate load-bearing capacity – no waiting
- Low insertion torque of the anchor screw – slight expansion of the anchor, virtually no movement of the anchor sleeve
- 2 insertion depths (hnom = 50 + 70 mm): Concrete >= C12/15; solid brick >= Mz 10 (>= NF); vertically perforated brick >= HLz 8 (>= 2DF); solid sand-lime brick >= KS 10 (>= NF); hollow sand-lime brick >= KS L 6 (>= 2DF); hollow sand-lime brick >= KS L 6 (>= 12DF); solid brick from standard concrete >= Vbn 10 (>= NF); solid brick from lightweight concrete >= V 2 (>= NF)
- Expansion in four directions – high load-bearing capacities
- Improved force transfer: Even, continuous load distribution across the entire expansion area
- Universal frame anchor (concrete, perforated and solid brick masonry, aerated concrete)
- The hammer-in stop prevents premature expansion of the anchor during installation
- Pre-assembled anchor sleeve and special screw — easier installation
- Anchor type W-UR F does not require an additional U washer and prevents contact corrosion
- Improved load transfer in solid and hollow construction materials; anchorage via friction locking between anchor sleeve and anchoring base
W-UR 8 and W-UR F 8 (galvanised steel, stainless steel): European Technical Approval ETA-08/0190
Anchor sleeve made from high-quality polyamide
Fire resistance W-UR 8: Concrete: Tensile and transverse loads, R30, R60, R90, R120 (in accordance with Technical Report TR 020) Masonry tensile load: F30 (solid sand-lime brick, solid brick, hollow sand-lime brick) Transverse load: F30, F60, F90, F120 (vertically perforated brick, hollow sand-lime brick, solid brick, aerated concrete)
Useful information:
Drill perforated and hollow blocks in rotating gear (without impact mechanism)
For anchoring in solid brick and solid sand-lime brick, we recommend that you perform pull-out tests due to the differences in brick manufacturing.
Drill cuttings must be removed from the drill hole
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush
Datasheets(X)
The anchor has European Technical Approval for use in multiple attachment of non-load-bearing systems (e.g. façades, suspended ceilings etc.)
W-UR, W-UR F can be anchored in the following anchoring bases: Standard concrete, masonry walls (solid brick, solid sand-lime brick, vertically perforated brick, hollow sand-lime brick, hollow lightweight concrete blocks, solid bricks and solid blocks made of lightweight concrete, concrete bricks, aerated concrete), brick ceilings, prestressed concrete hollow slabs, reinforced aerated concrete, gypsum wallboard
Installation temperatures:
Temperature of anchoring base: >= -40°C
Temperature of wall plug body: >= 0°C
The galvanised screw can be used outdoors or in damp spaces (with careful installation), if the area around the screw head is protected against moisture or rain such that no moisture can penetrate the anchor shaft (suitable paint)
Suitable for attaching façade, ceiling and roof substructures (made of wood or steel), wooden beams, wooden slats, metal brackets, metal rails, suspended ceilings, cable conduits, angle brackets, profiles, wall-mounted cabinets, shelves etc.
Anchor diameter | 8 mm |
Anchor length (l) | 80 mm |
Nominal drill-bit diameter (d 0) | 8 mm |
Through-hole in the component to be connected (d f) | 8.5 mm |
Attachment height (t fix 1) | 30 mm |
Material of screw | Steel |
Internal drive | AW30 |
Surface of the screw | Zinc plated |
Head type | Pan head |
Approval | ETA-08/0190 |
Type description | W-UR F 8, pan head screw |
| Characteristic values for installation in concrete and masonry | ||||
| Anchor diameter [mm] | W-UR 8 | |||
| Nominal drill diameter | d0 [mm] | 8 | ||
| Diameter of cutting edges | dcut ≤ [mm] | 8,45 | ||
| Drill hole depth | h1 ≥ [mm] | 607) | 80 | |
| Embedment depth of the anchor sleeve | hnom [mm] | 507) | 70 | |
| Through hole in the attachment | df ≤ [mm] | 8,5 | Concrete: ETA-08/0190, anchors in a redundant non-structural system in non-load-bearing systems | |
| Anchor diameter [mm] | W-UR 8 | |||
| Centric tension load1) for individual anchors or anchor group | Nadm = C12/15 [kN] | 30°C2)/50°C3) | 1,2 | 1,6 |
| 50°C2)/80°C3) | 1,0 | 1,4 | ||
| Nadm ≥ C16/20 [kN] | 30°C2)/50°C3) | 1,6 | 2,4 | |
| 50°C2)/80°C3) | 1,4 | 2,0 | ||
| Shear load1) Stainless steel A4 for individual anchor or anchor group | Vadm ≥ C12/15 [kN] | 3,37 | 3,37 | |
| 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 the combination of tensile and shear loads, please refer to ETAG 020 Appendix C. 2) Maximum long-term temperature. 3) Maximum short-term temperature. 7) 2. Embedment depth applies to the following base materials: Concrete ≥ C12/15; Solid brick ≥ Mz 10 (≥ NF); Vertically perforated brick ≥ HLz 8 (≥ 2DF); Solid calcium silicate block ≥ KS 10 (≥ NF); Hollow calcium silicate block ≥ KS L 6 (≥ 2DF); Hollow calcium silicate block ≥ KS L 6 (≥ 12DF); Solid bricks made of normal weight concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF). | ||||
| Anchor sizes | |||||||
| Anchor diameter | [mm] | W-UR 8 | |||||
| Total length | l [mm] | 60 | 80 | 100 | 120 | 140 | 160 |
| Max. fixture thickness, hnom= 50 mm7) | tfix [mm] | 107) | 307) | 507) | 707) | 907) | 1107) |
| Max. fixture thickness, hnom= 70 mm | tfix [mm] | - | 10 | 30 | 50 | 70 | 90 |
| 7) 2. Embedment depth applies to the following base materials: Concrete ≥ C12/15; Solid brick ≥ Mz 10 (≥ NF); Vertically perforated brick ≥ HLz 8 (≥ 2DF); Solid calcium silicate block ≥ KS 10 (≥ NF); Hollow calcium silicate block ≥ KS L 6 (≥ 2DF); Hollow calcium silicate block ≥ KS L 6 (≥ 12DF); Solid bricks made of normal weight concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF). | |||||||
| Masonry4): ETA-08/0190, anchors in a redundant non-structural system in non-load-bearing systems (temperature range 50°C2)/80°C3))For other types of stone, raw densities, minimum pressure strengths or temperature ranges, please refer to the approval ETA-08/0190. | |||||
| Brick format [mm] | Raw density class [kg/dm³] | Minimum compressive strength [N/mm²] | Fadm [kN]5) (for individual anchors or anchor group) W-UR 8 hef= 50 to 69 mm/ hef= 70 mm | ||
| Masonry brick Mz, EN 771-1, DIN 105 | ≥ NF (≥ 240 x 115 x 71) | ≥ 1.8 | 28 | 0,71 | 0,86 |
| 36 | 1,0 | 1,14 | |||
| Solid calcium silicate block KS, EN 771-2, DIN 106 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | 0,43 | 0,43 |
| 20 | 0,57 | 0,71 | |||
| 28 | 0,86 | 1,0 | |||
| Solid brick normal weight concrete Vbn, EN771-3, DIN 18152 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | 0,43 | 0,43 |
| 20 | 0,71 | 0,71 | |||
| 28 | 1,0 | 1,0 | |||
| Vertically perforated brick HLz6), EN 771-1, DIN 105-1 e.g. Wienerberger, Schlagmann | ≥ 2DF (≥ 240 x 115 x 113) | ≥ 1.2 | 8 | 0,14 | 0,21 |
| 12 | 0,21 | 0,26 | |||
| 20 | 0,34 | 0,43 | |||
| Vertically perforated brick POROTON S11-36.56), EN 771-1, Z-17.1-812 Wienerberger, Schlagmann | ≥ 248 x 365 x 249 | ≥ 0.9 | 6 | - | 0,57 |
| Vertically perforated brick UNIPOR WS14, UNIPOR WS12 CORISO EN 771-1, Z-17.1-883 Unipor-Ziegel Marketing GmbH | ≥ 10DF (≥ 247 x 300 x 249) | ≥ 0.8 | 10 | - | 0,17 |
| 12 | - | 0,21 | |||
| Hollow calcium silicate block KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥ 2DF (≥ 240 x 115 x 113) | ≥ 1.6 | 10 | 0,26 | 0,57 |
| 12 | 0,26 | 0,71 | |||
| 16 | 0,34 | 0,71 | |||
| ≥ 8DF (≥ 249 x 240 x 238) | ≥ 1.4 | 10 | - | 0,26 | |
| 12 | - | 0,34 | |||
| 16 | - | 0,43 | |||
| Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 181516) e.g. Liapor | ≥ 16DF (≥ 498 x 240 x 238) | ≥ 0.7 | 2 | - | 0,11 |
| 4 | - | 0,26 | |||
| 6 | - | 0,34 | |||
| Hollow concrete block made of lightweight concrete Liapor-Super-K6), EN 771-3, Z-17.1-501 | ≥ 16DF (≥ 495 x 240 x 238) | ≥ 0.8 | 2 | - | 0,17 |
| 4 | - | 0,34 | |||
| Autoclaved aerated concrete (AAC) | 2 | - | 0,14 | ||
| 7 | - | 0,85 | |||
| 2) Maximum long-term temperature. 3) Maximum short-term temperature. 4) For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190. 5) The brick geometry should be compared with approval ETA-08/0190. 6) If the drill hole is created through impact or hammer action, the admissible load must be determined through tests on the structure. | |||||