Plastic frame anchor W-UR 14

Name: Plastic frame anchor W-UR 14
Brand: Würth
SKU: 0912814002

Plastic frame anchor, W-UR 14
ANC-(W-UR14)-PLA-10-14X110
ZEBRA

Art.-no. 0912814002

EAN 4052712295195

All versions

Specification

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

Application

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

Technical information

Anchor diameter	14 mm
Anchor length (l)	110 mm
Max. attachment height (t fix)	10 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.