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Plastic frame anchor W-UR F 8 - ANC-(W-UR/STM6)-PLA-WS10-A4-10-8X80

Plastic frame anchor W-UR F 8

Plastic frame anchor, stud screw, M6, A4 W-UR F 8
ANC-(W-UR/STM6)-PLA-WS10-A4-10-8X80
ZEBRA

Art.-no. 0912808303
EAN 4050382197061
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Plastic frame anchor W-UR F 8

Art.-no. 0912808303

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Quantity
PU
x 50 pcs

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Frame anchor tested and approved in more than 90 stone types and in aerated concrete. With M6 connecting thread for e.g. securing pipe clamps in electrical applications. Made of A4 stainless steel

Universal frame anchor (concrete, perforated and solid brick masonry, aerated concrete)



Anchorage via friction locking between wall plug body and anchoring base



Push-through installation



Immediate load-bearing capacity — no waiting



Virtually no movement of the wall plug body


  • Low insertion torque of plug screw

  • "Slight" spreading of the anchor


2 insertion depths (hnom = 50 + 70 mm)



Expansion in four directions — high load-bearing capacities



Improved force transmission in solid and hollow construction materials


Even, continuous load distribution across the entire expansion area



The hammer-in stop prevents premature expansion of the anchor during installation



Less installation work


Wall plug body and special screw are pre-assembled



Saves an additional U-washer and prevents contact corrosion

Proof of Performance
  • W-UR 8, W-UR F 8 (galvanised steel, stainless steel): General construction permit Z-21.2-1838

  • W-UR 8 and W-UR F 8 (galvanised steel, stainless steel): European Technical Approval ETA-08/0190

  • Wall plug body 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)
Notice
  • Drill perforated and hollow blocks with a rotary drill (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
  • W-UR 8, W-UR F 8 (galvanised steel, stainless steel): General construction permit Z-21.2-1838

  • W-UR 8 and W-UR F 8 (galvanised steel, stainless steel): European Technical Approval ETA-08/0190

  • Wall plug body 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)
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Application area

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 stainless steel screw can be used outdoors, in industrial atmospheres and in coastal areas


Suitable for attaching metal brackets, metal rails, suspended ceilings, cable conduits, angle brackets, profiles, 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

Stainless steel A4

Approval

ETA-08/0190

Type description

W-UR F 8 A4, stud screw M6

Mounting characteristic values for concrete and masonry
Anchor diameter [mm] W-UR 8
Drill hole depth h1 ≥ [mm] 607) 80
Setting depth of the wall plug body hnom [mm] 507) 70
Concrete: ETA-08/0190, Multiple attachment of non-load-bearing systems
Anchor diameter [mm] W-UR 8
Central tensile load1)
for single anchors or dowel group 		Nperm = C12/15 [kN] 30°C2)/50°C3) 1,2 1,6
50°C2)/80°C3) 1,0 1,4
Nperm ≥ C16/20 [kN] 30°C2)/50°C3) 1,8 2,4
50°C2)/80°C3) 1,4 2,0
Shear load1)
A4 stainless steel
For single anchors or dowel group 		Vperm ≥ C12/15 [kN] 3,16 3,16
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. For the combination of tensile and transverse loads, please refer to ETAG 020 Appendix C.
2) Maximum long-term temperature.
3) Maximum short-term temperature.
7) 2. setting depth applies to the following anchoring reasons: 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 bricks made of standard concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF).
Anchor dimensions
Anchor diameter [mm] W-UR 8
Total length l [mm] 60 80 100 120 140 160
Max. mounting height, hnom= 50 mm7) tfix [mm] 107) 307) 507) 707) 907) 1107)
Max. mounting height, hnom= 70 mm tfix [mm] – 10 30 50 70 90
7) 2. setting depth applies to the following anchoring reasons: 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 bricks made of standard concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF).
Masonry4): ETA-08/0190, multiple mounting of 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] Fperm. [kN]5) (for single dowels or dowel group)
W-UR 8 hef= 50 to 69 mm/ hef= 70 mm
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 sand-lime brick 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
Plain concrete solid brick 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 sand-lime brick 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 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 brick 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
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 stone geometry should be compared with the approval ETA-08/0190.
6) If the drill hole is made using an impact or hammer action, the permissible load must be determined by tests on the structure.

Art.-no.
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