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Plastic frame anchor SHARK<SUP>® </SUP>UR F Zinc-plated steel - ANC-SHARK-URF10-PLA-(A2K)-WS13-10-10X80

Plastic frame anchor SHARK® UR F Zinc-plated steel

Plastic frame anchor SHARK UR F steel zinc plated
ANC-SHARK-URF10-PLA-(A2K)-WS13-10-10X80
ZEBRA

Art.-no. 5912810601
EAN 4062856741113
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Plastic frame anchor SHARK® UR F Zinc-plated steel

Art.-no. 5912810601

Prices for customers after login
Quantity
PU
x 40 pcs

Exclusively for trade customers

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Plastic frame anchor with comprehensive ETA rating for masonry, aerated concrete and concrete. With hexagon head bolt and pressed washer made of zinc-plated steel

Protection and safety


  • Part of the SHARK UR product family, which has been tested for more than 100 proven and modern building materials in total as part of ETA-08/0190

  • The diameters 8 and 10 are tested and approved for a total of 105 different base materials

  • Improved safety due to expert assessment on fire behaviour in concrete and masonry


Optimal anchorage


  • Due to the 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 working 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


Easy to use


  • 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

  • In-place installation facilitates and speeds up installation


Embedment depths


  • Two embedment depths in defined building materials
Proof of Performance
  • SHARK-UR F 10 (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190

  • Expert report on fire resistance duration in the event of fire exposure

Drill the hole

Remove drill cuttings

Check temperature of anchor sleeve

Check temperature of substrate

Install the anchor and screw with a hammer

Screw in dowel

Screw in screw until flush
  • SHARK-UR F 10 (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190

  • Expert report on fire resistance duration in the event of fire exposure
Product information

Würth Catalogue

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Application area
  • The anchor can be used with a European technical assessment (ETA) for anchors in a redundant non-structural system in non-load-bearing systems (e.g. façades, suspended ceilings etc.)

  • Approved by ETA assessment for over 100 building materials such as various bricks, including solid and perforated bricks, hollow sand-lime and solid sand-lime blocks, solid concrete and perforated blocks, hollow lightweight concrete blocks

  • Suitable for 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 and autoclaved aerated concrete bricks

  • Suitable for fastening façade, ceiling and 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.

  • The galvanised screw is suitable for use outdoors and in wet rooms (if installed carefully) provided that the screw head is sufficiently protected against moisture and driving rain. A permanently elastic sealant is recommended for protection.

  • Suitable for fastening where proof of load-bearing capacity under exposure to fire is required
Instructions
  • Drill perforated and hollow concrete blocks with a rotary drill (without hammer mechanism)

  • Drill cuttings must be removed from the drill hole, e.g. with blow-out pump art. no. 0903990001

  • Drilling in concrete with a dust extraction drill bit means there is no need to clean 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

Max. attachment height (t fix)

10 mm

Nominal drill-bit diameter (d 0)

10 mm

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

10.5 mm

Fire resistance rating

F30

Material of screw

Steel

Internal drive

AW40

Surface of the screw

Zinc plated

Head type

Hexagon head

Drill hole depth (h 1)

80 mm

Approval

ETA-08/0190

Type description

W-UR F 10, hexagonal bolt

Concrete: ETA-08/0190, anchors in a redundant non-structural system
Anchor diameter [mm] SHARK® UR 8
Centric tensile load1)
for individual anchors or anchor group 		Nperm = C12/15 [kN] 30°C2)/50°C3) 1,6
50°C2)/80°C3) 1,4
Nperm ≥ C16/20 [kN] 30°C2)/50°C3) 2.4 (2.1)
50°C2)/80°C3) 2,0
Shear load1)
for individual anchors or anchor group 		Vperm ≥ C12/15 [kN] 3,37 3,16
Zinc-plated steel
A4 stainless steel
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
Mounting characteristic values for concrete and masonry for SHARK® UR 8
Anchor diameter [mm] SHARK® UR 8
Nominal drill∅ d0 [mm] 8
Drill cutting ∅ dcut ≤ [mm] 8,45
Drill hole depth h1 ≥ [mm] 80
Embedment depth of the wall plug body hnom [mm] 70
Through hole in attachment part df ≤ [mm] 8,5
Masonry4): ETA-08/0190, anchors in a redundant non-structural system (temperature ranges 50°C2)/80°C3). For other types of stone, raw density, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190
Anchor diameter [mm] Brick format [mm] Raw density class [kg/dm3] Minimum compressive strength [N/mm2] Fperm [kN]5) (for individual anchors or anchor group) SHARK® UR 8
Masonry brick Mz, EN 771-1, DIN 105 ≥ NF (≥ 240 x 115 x 71) ≥ 1.8 28 0,86
36 1,14
Solid sand-lime brick KS,
EN 771-2, DIN 106 		≥ NF (≥ 240 x 115 x 71) ≥ 2.0 10 0,43
20 0,71
28 1,0
Normal weight concrete solid brick Vbn,
EN771-3, DIN 18152 		≥ NF (≥ 240 x 115 x 71) ≥ 2.0 10 0,43
20 0,71
28 1,00
Vertically perforated brick HLz6),
EN 771-1, DIN 105-1
e.g. Wienerberger, Schlagmann 		≥ 2DF (≥ 240 x 115 x 113) ≥ 1.2 8 0,21
12 0,26
20 0,43
Vertically perforated brick POROTON S11-36.56),
EN 771-1, Z-17.1-812
Wienerberger, Schlagmann 		≥ 248 x 300 x 249 ≥ 0.6 6 0,26
Vertically perforated brick POROTON S11-36.56),
EN 771-1, Z-17.1-812
Wienerberger, Schlagmann 		≥ 248 x 356 x 249 ≥ 0.9 6 0,57
Hollow sand-lime brick KSL6),
EN 771-2, DIN 106-1
e.g. Xella 		≥ 2DF (≥ 240 x 115 x 113) ≥ 1.6 10 0,57
12 0,71
16 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 0,10
4 0,26
6 0,34
Hollow 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
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 created through impact or hammer action, the permissible load must be determined by tests on the structure
Mounting characteristic values for concrete and masonry for SHARK® UR 10
Anchor diameter [mm] SHARK UR F 10
Nom. drill ∅ d0 [mm] 10
Drill cutting ∅ dcut ≤ [mm] 10,45
Drill hole depth h1 ≥ [mm] 80
Setting depth of the wall plug body hnom [mm] 70
Through hole in attachment part df ≤ [mm] 10,5
Masonry4): ETA-08/0190, multiple attachment of non-load-bearing systems (temperature range 50°C2)/80°C3)). For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190
Base material Brick format [mm] Raw density class [kg/dm3] Minimum compressive strength [N/mm2] Fperm [kN]5) (for single anchors or dowel group) SHARK UR F 10
Brick Mz, EN 771-1, DIN 105 ≥ NF (≥ 240 x 115 x 71) ≥ 1.8 28 0,86
36 1,14
Solid sand-lime brick KS,
EN 771-2, DIN 106 		≥ NF (≥ 240 x 115 x 71) ≥ 2.0 10 0,43
20 0,71
28 1,0
Plain concrete solid brick Vbn,
EN771-3, DIN 18152 		≥ NF (≥ 240 x 115 x 71) ≥ 2.0 10 0,57
20 0,86
28 1,29
Vertically perforated brick HLz6),
EN 771-1, DIN 105-1
e.g. Wienerberger, Schlagmann 		≥ 2DF (≥ 240 x 115 x 113) ≥ 1.2 8 0,21
12 0,34
20 0,57
Vertically perforated brick POROTON T8-306),
EN 771-1, Z-17.1-982
Wienerberger, Schlagmann 		≥ 248 x 300 x 249 ≥ 0.6 6 0,26
Vertically perforated brick POROTON S11-36.56),
EN 771-1, Z-17.1-812
Wienerberger, Schlagmann 		≥ 248 x 356 x 249 ≥ 0.9 6 0,43
Hollow sand-lime brick KSL6),
EN 771-2, DIN 106-1
e.g. Xella 		≥ 2DF (≥ 240 x 115 x 113) ≥ 1.6 10 0,43
12 0,57
16 0,71
≥ 8DF (≥ 249 x 240 x 238) ≥ 1.4 10 0,34
12 0,43
16 0,57
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 0,09
4 0,17
6 0,26
Hollow 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
Aerated concrete AAC 2 0,21
7 0,88
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 created through impact or hammer action, the permissible load must be determined by tests on the structure
Concrete: ETA-08/0190, anchors in a redundant non-structural system
Anchor diameter [mm]
Central tensile load1)
for single anchors or dowel group 		Nperm = C12/15 [kN] 30°C2)/50°C3) 1,0
50°C2)/80°C3) 1,0
Nperm ≥ C16/20 [kN] 30°C2)/50°C3) 1,6
50°C2)/80°C3) 1,4
Transverse load1)
for single anchors or dowel group 		Vperm ≥ C12/15 [kN] 5,37 4,99
Zinc-plated steel
A4 stainless steel
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

Art.-no.
Cust. Mat. No.

Hazardous Material

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