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Plastic frame anchor W-UR 8 - ANC-(W-UR8)-PLA-AW30-(A2K)-50/30-8X100 Plastic frame anchor W-UR 8 - ANC-(W-UR8)-PLA-AW30-(A2K)-50/30-8X100
Plastic frame anchor W-UR 8 - ANC-(W-UR8)-PLA-AW30-(A2K)-50/30-8X100 - 1
Plastic frame anchor W-UR 8 - ANC-(W-UR8)-PLA-AW30-(A2K)-50/30-8X100 - 2

Plastic frame anchor W-UR 8

Plastic frame anchor W-UR 8 steel zn ptd. cs head
ANC-(W-UR8)-PLA-AW30-(A2K)-50/30-8X100
ZEBRA

Art.-no. 0912808404
EAN 4052712224508
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Plastic frame anchor W-UR 8

Art.-no. 0912808404

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Quantity
PU
x 100 pcs

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Frame anchor tested and approved in more than 90 stone types and in aerated concrete. Also for window installation (approved for mounting in reveal). With countersunk head screw made of zinc plated steel

Immediate load-bearing capacity — no waiting



Almost no distortion of the wall plug body


  • Low screw-in torque of the plug screw

  • "Slight" spreading of the anchor


High load-bearing capacities


Expansion in four directions



2 insertion depths



Improved load transfer 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



Easier installation


Pre-assembled wall plug body and special screw



Anchorage via friction locking between wall plug body and anchoring base



Push-through installation

Proof of Performance

General construction permit Z-21.2-1838


European Technical Approval ETA-08/0190



Fire resistance:


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)

  • Drill cuttings must be removed from the drill hole

  • 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
Application area
Metal substructures
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

General construction permit Z-21.2-1838


European Technical Approval ETA-08/0190



Fire resistance:


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

Multiple attachment of non-load-bearing systems with approval


e.g. for attaching façade, ceiling or roof substructures (made of wood or steel), wooden beams, wooden laths, metal brackets, metal rails, suspended ceilings, cable conduits, angle brackets, profiles, wall-mounted cabinets, shelves etc.



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 blocks made of lightweight concrete, concrete bricks, aerated concrete), brick ceilings, prestressed concrete hollow slabs, reinforced aerated concrete, gypsum wallboard


The galvanised screw can be used outdoors or in wet rooms (if installed carefully) provided the area around the screw head is protected against moisture or rain so that moisture cannot penetrate the anchor shaft (suitable paint).

Anchor diameter

8 mm

Anchor length (l)

100 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)

50 mm

Material of screw

Steel

Internal drive

AW30

Surface of the screw

Zinc plated

Head type

Countersunk head

Approval

ETA-08/0190

Type description

W-UR 8, countersunk head screw

Characteristic values for installation in concrete and masonry
Anchor diameter [mm] W-UR 8
Nominal drill diameter d0 [mm] 8
Diameter of cutting edges dcut ≤ [mm] 8,45
Drill hole depth h1 ≥ [mm] 607) 80
Embedment depth of the anchor sleeve hnom [mm] 507) 70
Through hole in the attachment df ≤ [mm] 8,5
Concrete: ETA-08/0190, anchors in a redundant non-structural system in non-load-bearing systems
Anchor diameter [mm] W-UR 8
Centric tension load1)
for individual anchors or anchor group 		Nadm = C12/15 [kN] 30°C2)/50°C3) 1,2 1,6
50°C2)/80°C3) 1,0 1,4
Nadm ≥ C16/20 [kN] 30°C2)/50°C3) 1,6 2,4
50°C2)/80°C3) 1,4 2,0
Shear load1)
Stainless steel A4
for individual anchor or anchor group 		Vadm ≥ C12/15 [kN] 3,37 3,37
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 the combination of tensile and shear loads, please refer to ETAG 020 Appendix C.
2) Maximum long-term temperature.
3) Maximum short-term temperature.
7) 2. Embedment depth applies to the following base materials: Concrete ≥ C12/15; Solid brick ≥ Mz 10 (≥ NF); Vertically perforated brick ≥ HLz 8 (≥ 2DF); Solid calcium silicate block ≥ KS 10 (≥ NF); Hollow calcium silicate block ≥ KS L 6 (≥ 2DF); Hollow calcium silicate block ≥ KS L 6 (≥ 12DF); Solid bricks made of normal weight concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF).
Anchor sizes
Anchor diameter [mm] W-UR 8
Total length l [mm] 60 80 100 120 140 160
Max. fixture thickness, hnom= 50 mm7) tfix [mm] 107) 307) 507) 707) 907) 1107)
Max. fixture thickness, hnom= 70 mm tfix [mm] - 10 30 50 70 90
7) 2. Embedment depth applies to the following base materials: Concrete ≥ C12/15; Solid brick ≥ Mz 10 (≥ NF); Vertically perforated brick ≥ HLz 8 (≥ 2DF); Solid calcium silicate block ≥ KS 10 (≥ NF); Hollow calcium silicate block ≥ KS L 6 (≥ 2DF); Hollow calcium silicate block ≥ KS L 6 (≥ 12DF); Solid bricks made of normal weight concrete ≥ Vbn 10 (≥ NF); Solid bricks made of lightweight concrete ≥ V 2 (≥ NF).
Masonry4): ETA-08/0190, anchors in a redundant non-structural system in 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] Fadm [kN]5) (for individual anchors or anchor group)
W-UR 8 hef= 50 to 69 mm/ hef= 70 mm
Masonry 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 calcium silicate block 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
Solid brick normal weight concrete 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 calcium silicate block 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 concrete 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 concrete block 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
Autoclaved 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 brick geometry should be compared with approval ETA-08/0190.
6) If the drill hole is created through impact or hammer action, the admissible load must be determined through tests on the structure.

Art.-no.
Cust. Mat. No.

Hazardous Material

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