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W-UR F 10 SymCon plastic frame fixing with A4 stainless steel hexagon head bolt, flat collar and SymCon thread - ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80 W-UR F 10 SymCon plastic frame fixing with A4 stainless steel hexagon head bolt, flat collar and SymCon thread - ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80
W-UR F 10 SymCon plastic frame fixing with A4 stainless steel hexagon head bolt, flat collar and SymCon thread - ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80 - 1
W-UR F 10 SymCon plastic frame fixing with A4 stainless steel hexagon head bolt, flat collar and SymCon thread - ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80 - 2

W-UR F 10 SymCon plastic frame fixing with A4 stainless steel hexagon head bolt, flat collar and SymCon thread

Plastic frame anchor W-UR F 10 SymCon A4 HEX head
ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80
ZEBRA
KUNSTSTOFFRAHMENDÜBEL

Art.-no. 5911010302
EAN 4053479216737
All versions

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Special anchor geometry and immediate load-bearing capacity with ETA assessment for high loads for masonry, autoclaved aerated concrete and concrete

Reliable fastening


  • Concrete specialist due to general type approval for individual fixing point in concrete

  • Reliable follow-up expansion capability due to ingenious anchor geometry

  • The teeth expand in four directions and claw into the base material

  • Anchorage via friction locking between anchor sleeve and base material

  • High loads due to expansion in four directions

  • Improved load transmission through even, continuous load transfer across the entire expansion area

  • Virtually no spinning of the anchor sleeve due to low installation torque and expansion

  • Anchor sleeve made of high-quality polyamide

  • Very strong anti-rotation lock

  • Does not require an additional U-washer and prevents contact corrosion


Easy to install


  • Time savings due to immediate load-bearing capacity

  • Minimal installation work because the anchor sleeve and special screw are pre-assembled

  • Hammer-in stop prevents premature expansion of the anchor during installation


Multiple embedment depths


  • Masonry: Two embedment depths (50 and 70 mm)

  • Concrete: Three embedment depths (40, 50 and 70 mm)
Proof of Performance

European Technical Approval ETA-11/0309

Notice

When anchoring in solid brick and solid sand-lime block, we recommend performing pull-out tests due to differences in brick manufacturing.

Application area
Metal substructures
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Application area
  • Suitable for fastening façades, suspended ceilings, roof substructures made of wood or steel, wooden beams, wooden laths, angle brackets, wall-mounted cabinets, shelves etc.

  • 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
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

Anchor diameter

10 mm

Anchor length (l)

80 mm

Nominal drill-bit diameter (d 0)

10 mm

Through-hole in the component to be connected (d f)

10.5 mm

Attachment height (t fix 1)

40 mm

Material of screw

Stainless steel A4

Head type

Hexagon washer head

Approval

ETA-11/0309

Type description

W-UR F 10 SymCon A4, hexagonal bolt

Performance data for individual fixing point
Anchor diameter [mm] Würth W-UR 10 Symcon
Perm. centric tension load1)
on an individual anchor
without the influence of the edge distance 		Tensile zone
(cracked concrete C20/252),
s ≥ 135 mm c ≥ 70 mm)
zinc-plated steel 		Nadm [kN] =
C20/252) 		30°C2)/50°C3) 2,6 2,6
50°C2)/80°C3) 2,4 2,4
Compressive zone
(uncracked concrete C20/252)
s ≥ 135 mm c ≥ 70 mm)
zinc-plated steel 		30°C2)/50°C3) 2,6 2,6
50°C2)/80°C3) 2,6 2,6
Permissible shear load1)
on an individual anchor
without the influence of the edge distance 		Tensile zone
(cracked concrete C20/252),
c ≥ 450 mm)
zinc-plated steel 		Vadm [kN] =
C20/25 		30°C2)/50°C3) 5,4 5,0
Compressive zone
(uncracked concrete C20/252),
c ≥ 450 mm)
zinc-plated steel 		30°C2)/50°C3) 5,4 5,0
Permissible bending moment Madm [Nm] 30°C2)/50°C3) 2,5
50°C2)/80°C3) 2,14
Characteristic values
Minimum axis distance smin [mm] 50
Axis distance scr,N [mm] 135
Minimum edge distance cmin [mm] 60
Edge distance ccr,N [mm] 70
Minimum member thickness hmin ≥ [mm] 110
Nominal drill diameter d0 [mm] 10,0
Drill cutting diameter dcut ≤ [mm] 10,45
Drill hole depth h1 ≥ [mm] 80
Length of anchor in drilled hole hnom ≥ [mm] 70
Through hole in the component being connected df ≤ [mm] 10,5
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 shear loads, please refer to
ETAG 020 Appendix C
2) Maximum long-term temperature
3) Maximum short-term temperature
Installation parameters: Concrete and masonry
Anchor diameter [mm] W-UR 10 SymCon
Nominal drill diameter d0 [mm] 10
Drill cutting diameter dcut ≤ [mm] 10,45
Drill hole depth h1 ≥ [mm] 50 60 80
Embedment depth of the anchor sleeve hnom [mm] 40 50 70
Through hole in the attachment df ≤ [mm] 10,5
Performance data: Hollow-core prestressed concrete ceilings
Multiple attachment of non-load-bearing systems
Anchor diameter [mm] W-UR 10 SymCon
Mirror thickness du [mm] 25 30 35 40
Hollow-core prestressed concrete1) Fadm ≥ C30/37 [kN] 30°C2)/50°C3) 0,4 0,8 1,2 1,6
50°C2)/80°C3)
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 shear loads, please refer to ETAG 020 Appendix C
2) Maximum long-term temperature
3) Maximum short-term temperature
Performance data: Masonry4)
Multiple attachment of non-load-bearing systems (temperature range 50°C2)/80°C3))
For other types of brick, raw densities, minimum compressive strength, 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] 		Fadm [kN]1)5) (for individual anchors or an anchor group)
W-UR 10 SymCon
Effective anchorage depth hnom [mm] 50 70
Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims, Bisotherm ≥NF
(≥240x115x71) 		≥1.0 2 0,21 -
4 0,43 -
≥3DF
(≥240x175x71) 		2 - 0,11
4 - 0,21
Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann ≥2DF
(≥240x115x113) 		≥1.2 10 - 0,34
20 - 0,57
≥12DF
(≥373x240x238) 		6 - 0,34
8 - 0,43
10 - 0,57
Vertically perforated brick
POROTON T8-306)), EN 771-1, T8: Z-17.1-982 Wienerberger, Schlagmann 		≥248x300x249 ≥0.6 4 - 0,17
6 - 0,26
8 - 0,26
Hollow sand-lime brick KSL6), EN 771-2, DIN 106-1 e.g. Xella ≥2DF
(≥240x115x113) 		≥1.4 6 - 0,26
8 - 0,34
10 - 0,43
12 - 0,57
≥8DF
(≥249x240x238) 		6 - 0,21
8 - 0,26
10 - 0,34
12 - 0,43
Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 181516) e.g. Liapor ≥16DF
(≥498x240x238) 		≥0.7 2 - 0,17
4 - 0,34
6 - 0,34
Aerated concrete EN 771-4, DIN 4165 ≥499x100x249 ≥0.3 2 - 0,18
3 - 0,26
4 - 0,34
5 - 0,42
6 - 0,5
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 shear loads, please refer to ETAG 020 Appendix C
2) Maximum long-term temperature
3) Maximum short-term temperature
4) For other types of brick, 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-11/0309.
6) If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure.

Art.-no.
Cust. Mat. No.

Hazardous Material

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