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Plastic frame anchor W-UR 14

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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Quantity
PU
x 25 pcs

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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

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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

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 thicknesshmin[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)
≥ 1.8101,0
201,57

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)
≥ 2.0100,86
201,29
281,86

Normal weight concrete solid brick Vbn,


EN 771-3, DIN 18153
≥ NF
(≥ 240 x 115 x 71)
≥ 2.0100,57
200,86
281,14

Normal weight concrete solid brick V,


EN 771-3, DIN 18152-100
e.g. BisoBims Classic, Bisotherm
≥ 3DF
(≥ 240 x 175 x 113)
≥ 2.0101,14
201,57

Lightweight concrete solid brick V,


EN 771-3, DIN 18152-100
e.g. BisoBims
≥ NF
(≥ 240 x 115 x 71)
≥ 1.020,34
40,57

Vertically perforated brick HLz6),


EN 771-1, DIN 105
e.g. Wienerberger, Schlagmann
≥ 12DF
(≥ 373 x 240 x 238)
≥ 1.260,43
80,57
100,71

Vertically perforated brick


HLz T14-24.06),


EN 771-1, Z-17.1-651
e.g. Wienerberger
≥ 10DF
(≥ 308 x 240 x 249)
≥ 0.760,17

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≥ 0.660,43
80,57

Hollow sand-lime brick KSL6),


EN 771-2, DIN 106-1
e.g. Xella
≥ 8DF
(≥ 249 x 240 x 238)
≥ 1.460,34
80,43
100,57
120,71

Hollow concrete block of lightweight concrete 3K Hbl,


EN 771-3, DIN 181516)
e.g. Liapor
≥ 16DF
(≥ 498 x 240 x 238)
≥ 0.720,14
40,26
60,43
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.

Art.-no.
Cust. Mat. No.

Hazardous Material

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