Plastic frame anchor W-UR 14

Name: Plastic frame anchor W-UR 14
Brand: Würth
SKU: 0912814003

Plastic frame anchor, W-UR 14
ANC-(W-UR14)-PLA-40-14X140
ZEBRA

Art.-no. 0912814003

EAN 4052712295300

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Plastic frame anchor W-UR 14

Art.-no. 0912814003

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Universal frame anchor for concrete and masonry, suitable for scaffolding eyelet screw W-GS SymCon

Anchor sleeve made of high-quality polyamide

Notice

Useful information:

The user must conduct test loading at each place of use, in accordance with German safety regulation BGI/GUV-I 663, item 4.6.3

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

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

The anchor may be used for one-off temporary anchoring of façade scaffolding with a service life of < 2 years

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, perforated sand-lime brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks)

Suitable for attaching façade scaffolding, staging, scaffolding systems etc.

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		h_nom [mm]	100
Centric tension load¹⁾ for individual anchors or an anchor group	N_adm = C12/15 [kN]	30°C²⁾/50°C³⁾	2.4 (2.1)⁴⁾
		50°C²⁾/80°C³⁾	2.4 (2.1)⁴⁾
	N_adm ≥ C16/20 [kN]	30°C²⁾/50°C³⁾	3.2 (2.1)⁴⁾
		50°C²⁾/80°C³⁾	3.2 (2.1)⁴⁾
Minimum member thickness	h_min	[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 N_adm ≤ 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 N_adm ≤ 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]	N_adm [kN] ^{1) 5)} (centric tension load for individual anchors)
Effective anchorage depth	h_nom [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.