SHARK UR plastic frame fixing with A4 stainless steel raised countersunk head screw
Plastic frame anchor SHARK UR F 8 A4 pan head
ANC-SHARK URF/PH-PLA-AW30-A4-10-8X60
Art.-no. 5912808902
EAN 4065746332446
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Universal frame fixing with special anchor geometry and immediate load-bearing capacity with ETA assessment for over 100 building materials
Secure fastening in different materials
- 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 with expert assessment on fire behaviour in concrete and masonry
Sophisticated anchor geometry
- 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 4 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
Secure installation
- Time-saving due to immediate load-bearing capacity
- Less installation work, as the anchor sleeve and special screw are pre-assembled
- Hammer-in stop prevents premature expansion of the anchor during installation
Embedment depths
- Two embedment depths in defined building materials
Proof of Performance
- SHARK UR F (zinc plated steel, stainless steel): European technical assessment ETA-08/0190
- Expert report on fire resistance period in the event of fire exposure
Application area
Metal substructures
Metal substructures
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 (zinc plated steel, stainless steel): European technical assessment ETA-08/0190
- Expert report on fire resistance period in the event of fire exposure
Product information
Datasheets(X)
Application area
- The anchor can be used with a European Technical Assessment (ETA) in a redundant non-structural system (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.
- Suitable for outdoor and wet room applications due to the A4 stainless steel hexagon head bolt with pressed-on washer
- 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 | 8 mm |
Anchor length (l) | 60 mm |
Max. attachment height (t fix) | 10 mm |
Nominal drill-bit diameter (d 0) | 8 mm |
Through-hole in the component to be connected (d f) | 8.5 mm |
Fire resistance rating | F30 |
Attachment height (t fix 1) | 10 mm |
Material of screw | Stainless steel A4 |
Internal drive | AW30 |
Approval | ETA-08/0190 |
Type description | W-UR F 8 A4, pan head screw |
| Mounting characteristic values for concrete and masonry for SHARK® UR 8 | ||
| Anchor diameter [mm] | SHARK® UR 8 | |
| Nominal drill∅ | d0 [mm] | 8 |
| ∅ of cutting edges | dcut ≤ [mm] | 8,45 |
| Drill hole depth | h1 ≥ [mm] | 80 |
| Embedment depth of the anchor sleeve | hnom [mm] | 70 |
| Through hole in the attachment | 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 compressive 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 an 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 calcium silicate block 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 calcium silicate block 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 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 | 0,10 |
| 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 | |||
| 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 compressive 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 admissible load must be determined by tests on the structure | ||||
| Concrete: ETA-08/0190, anchors in a redundant non-structural system | ||||
| Anchor diameter [mm] | SHARK® UR 8 | |||
| Centric tension load1) for individual anchors or an 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 an 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 actions of γF = 1.4 have been taken into account. For the combination of tensile and shear loads, please refer to ETAG 020 Annex C 2) Maximum long-term temperature 3) Maximum short-term temperature | ||||
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