Plastic frame anchor SHARK® UR Zinc-plated steel
Plastic frame anchor SHARK UR steel zinc plated
ANC-SHARK-UR8-PLA-AW30-A2K-90/110-8X160
ZEBRA
Art.-no.
5912808407
EAN 4065746284332
Price for selected packaging unit
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Plastic frame anchor with comprehensive ETA rating for masonry, aerated concrete and concrete. With countersunk head screw made of zinc-plated steel
- 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
Proof of Performance
- 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
Application area
Wooden substructures
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
Product information
Datasheets(X)
Application area
- The anchor can be used with a European technical assessment for anchors in a redundant non-structural system (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 sand-lime blocks, vertically perforated brick, hollow sand-lime blocks, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete brick) and autoclaved aerated concrete
- Two embedment depths in defined building materials
- Installation temperatures: Temperature of base material: ≥ -20 °C
- Temperature of anchor sleeve: ≥ 0 °C
- The galvanised screw can be used outdoors or in wet rooms (if installed carefully) provided that the area around the screw head is protected against moisture or rain so that moisture cannot penetrate the anchor shank. Permanently elastic sealant such as art. no. 0892075350 gravel guard and undercoating 500 ml (e.g. fastening to the substructure of the rainscreens)
- 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, racks etc.
- Fastenings where proof of load 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 the blow-out pump art. no. 0903990001
- Drilling in concrete with a suction drill saves having to clean the drill hole
Anchor diameter | 8 mm |
Anchor length (l) | 160 mm |
Max. attachment height (t fix) | 110 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 |
Screw diameter | 6 mm |
Screw length | 165 mm |
Material of screw | Steel |
Internal drive | AW30 |
Surface of the screw | Zinc plated |
Head type | Countersunk head |
Drill hole depth (h 0) | 80 mm |
Drill hole depth (h 1) | 60 mm |
Min./max. height of the fixture (t fix) | 90-110 mm |
Approval | ETA-08/0190 |
Type description | W-UR 8, countersunk head screw |
| 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 | ||||
| Through hole in attachment part | df ≤ [mm] | 8,5 |
| 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 | ||||
| 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 | ||||
| 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 | ||||
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