Plastic frame anchor SHARK® UR A4 stainless steel
Plastic frame anchor SHARK UR stainless steel
ANC-SHARK-UR10-PLA-A4-AW40-90-10X160
ZEBRA
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- Part of the SHARK® UR product family, which has been tested in connection with more than 100 building materials as part of ETA-08/0190!
- The SHARK® UR 8 and 10 frame anchors are tested and approved for a total of 105 different base materials. In addition to concrete and aerated concrete, numerous bricks are included in the current most comprehensive ETA assessment, including solid and perforated bricks, hollow calcium silicate blocks and solid calcium silicate blocks, solid and perforated concrete bricks and hollow lightweight concrete blocks
- Thanks to the ingenious anchor geometry, the "teeth" expand in four directions and claw right down into the base material
- Anchorage via friction locking between anchor sleeve and base material
- Anchor sleeve made of high-quality polyamide
- Immediate load-bearing capacity - no waiting
- Very strong anti-rotation lock
- High load capacity thanks to expansion in four directions
- Improved load transmission through even, continuous load transfer across the entire expansion area
- The hammer-in stop prevents premature expansion of the anchor during installation
- Less installation work, as the anchor sleeve and special screw are pre-assembled
- Improved load transmission in solid and hollow construction materials
- SHARK UR (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190
- Expert report on fire resistance rating in the event of fire exposure
Wooden 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 (zinc-plated steel, stainless steel): European Technical Assessment ETA-08/0190
- Expert report on fire resistance rating in the event of fire exposure
Datasheets(X)
- The anchor can be used with European Technical Assessment for anchors in non-structural systems based on a redundant design (e.g. façades, suspended ceilings etc.)
- SHARK UR, SHARK UR F can be anchored in the following base materials: Normal weight concrete masonry walls (solid brick, solid calcium silicate blocks, vertically perforated brick, hollow calcium silicate blocks, hollow lightweight concrete blocks, solid brick and blocks made of lightweight concrete, concrete brick) and aerated concrete
- Two embedment depths in defined building materials
- Installation temperatures: Temperature of base material: ≥ -20°C
- Temperature of anchor sleeve: ≥ 0°C
- Stainless steel version for outdoor applications or in wet rooms
- Suitable for attaching 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, racks etc.
- Attachments where proof of load capacity under exposure to fire is required
- 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 the blow-out pump art. no. 0903990001
- Drilling in concrete with a suction drill saves having to clean the drill hole
Anchor diameter | 10 mm |
Anchor length (l) | 160 mm |
Max. attachment height (t fix) | 90 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 | Stainless steel A4 |
Internal drive | AW40 |
Surface of the screw | Plain |
Head type | Countersunk head |
Drill hole depth (h 1) | 80 mm |
Approval | ETA-08/0190 |
Type description | W-UR 10 A4, countersunk head screw |
| 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 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 | ||||
| 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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