Plastic frame anchor W-UR 14
Plastic frame anchor, W-UR 14
ANC-(W-UR14)-PLA-40-14X140
ZEBRA
Art.-no.
0912814003
EAN 4052712295300
Prices for customers after login
Show availability in Würth shop
In order to check the stock in a Würth branch, please log in.
If you have any questions, please call our service hotline at (23) 418-130.
You are not yet a Würth customer or do not yet have access data to the Online Shop? Then register now in just a few steps. After a successful check of the entered data, you will have immediate access to the stock inquiry as well as all prices and can immediately order.
Exclusively for trade customers
Register now and access more than 125,000 products
Excellent anchor geometry and immediate load-bearing capacity for masonry, autoclaved aerated concrete and concrete
- Fast, precise and stable installation due to precisely fitting frame fixing
- Time savings due to immediate load-bearing capacity
- Suitable for removable anchorage
- Optimal fastening of façade scaffolding, staging, scaffolding systems etc.
Notice
- Test loading must be conducted at each place of use, in accordance with German safety regulation BGI/GUV-I 663, item 4.6.3. When anchoring in solid brick and solid sand-lime block, we recommend performing pull-out tests due to differences in brick manufacturing.
- Anchorage design is not required up to the verified window size for the tested surfaces and the appropriate installation
Product information
Datasheets(X)
Application area
- Suitable for W-GS SymCon eye bolt for scaffolding
- Anchors may be used for one-off temporary anchoring of façade scaffolding with a service life of < two years
- Suitable for anchoring in normal weight concrete masonry walls such as solid brick, solid sand-lime blocks, vertically perforated brick, hollow sand-lime blocks, hollow lightweight concrete blocks, solid lightweight concrete blocks, concrete bricks
- Suitable for fastening façade scaffolding, staging, scaffolding systems etc.
Instructions
- Drill perforated and hollow concrete blocks with a rotary drill (without hammer mechanism)
- Drill cuttings must be removed from the drill hole
- Installation temperature in base material ≥ -20 °C
- Installation temperature of the anchor sleeve ≥ 0 °C
Anchor diameter | 14 mm |
Anchor length (l) | 140 mm |
Max. attachment height (t fix) | 40 mm |
Nominal drill-bit diameter (d 0) | 14 mm |
Type description | W-UR 14 |
Performance data: Concrete, Anchors in a redundant non-structural system | |||
Anchor diameter | [mm] | W-UR 14 SymCon | |
Embedment depth of the anchor sleeve | hnom [mm] | 100 | |
| Centric tension load1) for individual anchors or an anchor group | Nadm = C12/15 [kN] | 30°C2)/50°C3) | 2.4 (2.1)4) |
| 50°C2)/80°C3) | 2.4 (2.1)4) | ||
| Nadm ≥ C16/20 [kN] | 30°C2)/50°C3) | 3.2 (2.1)4) | |
| 50°C2)/80°C3) | 3.2 (2.1)4) | ||
| Minimum member thickness | hmin | [mm] | 140 |
| 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 information on combining tensile and shear loads, please refer to ETAG 020 Annex C 2) Maximum long-term temperature 3) Maximum short-term temperature 4) Number of attachment points = 3 and at least 1 anchor per attachment point results in a load per attachment point of Nadm ≤ 2.1 kN or number of attachment points ≥ 4 and at least 1 anchor per attachment point results in a load per attachment point of Nadm ≤ 2.4 kN or 3.2 kN (depending on concrete strength and temperature range). | |||
Performance data: Masonry4), anchors in a redundant non-structural system (temperature range 50°C2)/80°C3)) For other brick types, raw densities, minimum compressive strengths, edge and axis distances or temperature ranges, please refer to the approval ETA-11/0309 | ||||
Brick type | Brick format [mm] | Raw density class [kg/dm3] | Minimum compressive strength [N/mm2] | Nadm [kN] 1) 5) (centric tension load for individual anchors) |
Effective anchorage depth | hnom [mm] | 100 | ||
Masonry brick Mz, EN 771-1, DIN 105 | ≥ 3DF (≥ 240 x 115 x 113) | ≥ 1.8 | 10 | 1,0 |
| 20 | 1,57 | |||
Solid sand-lime brick Silka XL Basic, Silka XL Plus, EN 771-2, DIN 106, Z-17.1-997 | ≥ NF (≥ 248 x 175 x 498) | ≥ 2.0 | 10 | 0,86 |
| 20 | 1,29 | |||
| 28 | 1,86 | |||
Normal weight concrete solid brick Vbn, EN 771-3, DIN 18153 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | 0,57 |
| 20 | 0,86 | |||
| 28 | 1,14 | |||
Normal weight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims Classic, Bisotherm | ≥ 3DF (≥ 240 x 175 x 113) | ≥ 2.0 | 10 | 1,14 |
| 20 | 1,57 | |||
Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims | ≥ NF (≥ 240 x 115 x 71) | ≥ 1.0 | 2 | 0,34 |
| 4 | 0,57 | |||
Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann | ≥ 12DF (≥ 373 x 240 x 238) | ≥ 1.2 | 6 | 0,43 |
| 8 | 0,57 | |||
| 10 | 0,71 | |||
Vertically perforated brick HLz T14-24.06), EN 771-1, Z-17.1-651 e.g. Wienerberger | ≥ 10DF (≥ 308 x 240 x 249) | ≥ 0.7 | 6 | 0,17 |
Vertically perforated brick POROTON T8-306), POROTON T9-306), EN 771-1, T8: Z-17.1-982, T9: Z-17.1-674 Wienerberger, Schlagmann | ≥ 248 x 300 x 249 | ≥ 0.6 | 6 | 0,43 |
| 8 | 0,57 | |||
Hollow sand-lime brick KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥ 8DF (≥ 249 x 240 x 238) | ≥ 1.4 | 6 | 0,34 |
| 8 | 0,43 | |||
| 10 | 0,57 | |||
| 12 | 0,71 | |||
Hollow concrete block of lightweight concrete 3K Hbl, EN 771-3, DIN 181516) e.g. Liapor | ≥ 16DF (≥ 498 x 240 x 238) | ≥ 0.7 | 2 | 0,14 |
| 4 | 0,26 | |||
| 6 | 0,43 | |||
| 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 information on combining tensile and shear loads, please refer to ETAG 020 Annex C 2) Maximum long-term temperature 3) Maximum short-term temperature 4) For other brick types, raw densities, minimum compressive strengths or temperature ranges, please refer to the approval ETA-11/0309. 5) The brick geometry should be compared with the approval ETA-08/0190. 6) If the drill hole is created through impact or hammer action, the admissible load must be determined by tests on the structure. | ||||