SHARK TWIST 2C multi-purpose anchor
DWL-PLA-SHARK-TWIST-8X46
Art.-no. 590680846
EAN 4065746430500
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ETA-22/0877
Product information
Datasheets(X)
Application area
- Universal plastic fixing.
- Can be used in concrete, solid brick, solid sand-lime block, vertically perforated brick, hollow sand-lime block, autoclaved aerated concrete, gypsum plasterboard and gypsum fibreboard.
- Suitable for fastening light to medium loads, such as curtain rails, wall shelves, lightweight hanging cabinets, picture frames, mirrors, lamps, cable trunking, cable clamps, electrical switches, washbasins, towel rails, information signs and motion detectors.
Anchor diameter | 8 mm |
Material | Polypropylene - PP / polyamide - PA |
Colour | White, Anthracite |
Anchor length (l) | 46 mm |
Nominal drill-bit diameter (d 0) | 8 mm |
Drill hole depth (t) | 55 mm |
Edge clearance (a r) | 80 mm |
Embedding depth (h s) | 45 mm |
Min./max. required screw diameter | 5-6 mm |
Min./max. temperature conditions | -40 to 50 °C |
| Assignment of metric fasteners by anchor size | |||||
| Anchor dia. 6 | Anchor dia. 8 | Anchor dia. 10 | Anchor dia. 12 | Anchor dia. 14 | |
| Suitable screw diameter (wood thread) | 4 to 5 mm | 5 to 6 mm | 6 to 8 mm | 8 to 10 mm | 10 to 12 mm |
| Suitable screw diameters (metric) - solid and perforated construction materials | M4 | M5 | M6 | M8 | M10 |
| Suitable screw diameters (metric) - panel materials | M3 | M4 | M5 | - | - |
| Installation parameters: Concrete + masonry | ||||||
| Anchor diameter [mm] | SHARK TWIST 6 | SHARK TWIST 8 | SHARK TWIST 10 | SHARK TWIST 12 | SHARK TWIST 14 | |
| Nominal drill dia. | d0 [mm] | 6 | 8 | 10 | 12 | 14 |
| Dia. of cutting edges | dcut ≤ [mm] | 6,4 | 8,45 | 10,45 | 12,5 | 14,5 |
| Drill hole depth | h1 ≥ [mm] | ls + 5 mm - tfix | ||||
| Embedment depth of the anchor sleeve | hnom [mm] | 35 | 45 | 55 | 65 | 75 |
| Through hole in the fixture | df ≤ [mm] | 5,5 | 6,5 | 8,5 | 10,5 | 12,5 |
| Stone type | Mirror thickness dU [mm] | Minimum compressive strength [N/mm2] | Fadm [kN] 1)5) (for individual anchors or an anchor group) | ||||
| SHARK TWIST 6 | SHARK TWIST 8 | SHARK TWIST 10 | SHARK TWIST 12 | SHARK TWIST 14 | |||
| Effective anchorage depth | hnom [mm] | 35 | 45 | 55 | 65 | 75 | |
| Hollow-core prestressed concrete EN 206:2013+A1:2016 | ≥25 | ≥ C30/37 | 0,30 | 0,48 | 0,48 | 0,48 | 0,48 |
| ≥40 | ≥ C30/37 | 0,60 | 0,60 | 0,60 | 0,60 | 0,60 | |
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of F = 1.4 have been taken into account. For the combination of tensile and shear loads, please note EAD 330284-00-0604 2) Maximum long-term temperature 3) Maximum short-term temperature 4) For other types of stone, raw densities, minimum compressive strengths or temperature ranges, please refer to the assessment ETA-22/0877 5) The stone geometry should be compared with the assessment ETA-22/0877. | |||||||
| SHARK TWIST load capacities | |||||
| Anchor size | 6 | 8 | 10 | 12 | 14 |
| Base material | Frec [kN] | Frec [kN] | Frec [kN] | Frec [kN] | Frec [kN] |
| Concrete ≥ C20/25 | 0,9 | 1,2 | 2 | 3 | 3,2 |
| Solid brick ≥ MZ12 | 0,6 | 0,9 | 1,5 | 2 | 2,2 |
| Solid calcium silicate block ≥ KSV12 | 0,7 | 1,4 | 2,3 | 3 | 3,2 |
| Vertically perforated brick ≥ Hlz12 | 0,25 | 0,35 | 0,4 | 0,5 | 0,6 |
| Hollow calcium silicate block ≥ KSL12 | 0,5 | 0,7 | 1 | 1,4 | 1,6 |
| Autoclaved aerated concrete PB2; PP2 | 0,15 | 0,2 | 0,25 | 0,4 | 0,5 |
| Gypsum building panels ρ ≥ 0.85 kg/dm³ | 0,22 | 0,35 | 0,5 | 0,6 | 0,7 |
| Gypsum plasterboard dia. = 12.5 mm | 0,1 | 0,2 | 0,2 | - | - |
| Gypsum plasterboard dia. = 25 mm | 0,2 | 0,25 | 0,35 | - | - |
| Gypsum fibreboard dia. = 10 mm | 0,3 | 0,35 | 0,45 | - | - |
| Performance data: Masonry4), (temperature range 30 °C2)/50 °C3)) | ||||||
| For other types of stone, raw densities, minimum compressive strengths, edge distances, spacings or temperature ranges, please refer to the assessment ETA-22/0877 | ||||||
| Stone type | Stone format [mm] | Raw density class [kg/dm3] | Minimum compressive strength [N/mm2] | Fadm [kN] 1)5) (for individual anchors or an anchor group) | ||
| SHARK TWIST 10 | SHARK TWIST 12 | SHARK TWIST 14 | ||||
| Effective anchorage depth | hnom [mm] | 55 | 65 | 75 | ||
| Masonry brick Mz, EN 771-1:2011+A1:2015 | ≥NF (≥240x115x71) | ≥ 1.8 | 10 | 0,34 | 0,42 | 0,42 |
| 12,5 | 0,42 | 0,57 | 0,57 | |||
| 15 | 0,57 | 0,71 | 0,71 | |||
| 20 | 0,71 | 1,00 | 1,00 | |||
| 25 | 0,85 | 1,28 | 1,28 | |||
| 35 | 1,28 | 1,57 | 1,57 | |||
| 45 | 1,71 | 1,85 | 2,00 | |||
| 54,8 | 1,85 | 2,00 | 2,14 | |||
| Vertically perforated brick HLz, EN 771-1:2011+A1:2015 | ≥2DF (≥240x115x113) | ≥1.2 | 10 | 0,21 | 0,42 | 0,57 |
| 12,5 | 0,25 | 0,57 | 0,71 | |||
| 15 | 0,34 | 0,57 | 0,71 | |||
| 20 | 0,42 | 0,71 | 0,71 | |||
| 24,1 | 0,57 | 0,71 | 0,71 | |||
| Solid calcium silicate block KS, EN 771-2:2011+A1:2015 | ≥NF (≥240x115x71) | ≥ 1.8 | 10 | 0,34 | 0,42 | 0,42 |
| 12,5 | 0,42 | 0,57 | 0,57 | |||
| 15 | 0,57 | 0,71 | 0,71 | |||
| 20 | 0,71 | 1,00 | 0,85 | |||
| 25 | 1,00 | 1,28 | 1,14 | |||
| 35 | 1,42 | 1,57 | 1,57 | |||
| 45 | 1,71 | 1,85 | 2,00 | |||
| 49,4 | 1,71 | 1,85 | 2,00 | |||
| Solid calcium silicate block KS, EN 771-2:2011+A1:2015 | ≥4DF (≥248x175x248) | ≥ 1.8 | 10 | 0,85 | 1,00 | 1,00 |
| 12,5 | 1,00 | 1,14 | 1,14 | |||
| 15 | 1,14 | 1,14 | 1,28 | |||
| 20 | 1,28 | 1,42 | 1,42 | |||
| 23,4 | 1,28 | 1,42 | 1,42 | |||
| Hollow calcium silicate block KS L, EN 771-2:2011+A1:2015 | ≥2DF (≥240x115x113) | ≥ 1.8 | 10 | 0,42 | 0,71 | 0,71 |
| 12,5 | 0,57 | 0,71 | 0,71 | |||
| 15 | 0,57 | 0,71 | 0,71 | |||
| 18,8 | 0,71 | 0,71 | 0,71 | |||
| Hollow calcium silicate block KS L, EN 771-2:2011+A1:2015 | ≥8DF (≥248x240x238) | ≥ 1.8 | 7,5 | - | 0,57 | 0,71 |
| 10 | - | 0,71 | 0,71 | |||
| Solid blocks made of lightweight concrete V and Vbl, EN 771-3:2011+A1:2015 | ≥NF (≥240x115x71) | ≥1.2 | 2,5 | 0,21 | 0,34 | 0,42 |
| 5 | 0,42 | 0,57 | 0,57 | |||
| 7,3 | 0,57 | 0,71 | 0,71 | |||
| Solid blocks made of lightweight concrete V and Vbl, EN 771-3:2011+A1:2015 | ≥NF (≥240x115x71) | ≥2.0 | 12,5 | 0,85 | 1,14 | - |
| 15 | 1,00 | 1,42 | - | |||
| 20 | 1,28 | 1,85 | - | |||
| 25 | 1,71 | 2,00 | - | |||
| 29 | 1,85 | 2,00 | - | |||
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of F = 1.4 have been taken into account. For the combination of tensile and shear loads, please note EAD 330284-00-0604 2) Maximum long-term temperature 3) Maximum short-term temperature 4) For other types of stone, raw densities, minimum compressive strengths or temperature ranges, please refer to the >>assessment ETA-22/0877 5) The stone geometry should be compared with the assessment ETA-22/0877. | ||||||
| Performance data: Concrete Anchors in a redundant non-structural system | |||||||
| Anchor diameter | [mm] | SHARK TWIST 6 | SHARK TWIST 8 | SHARK TWIST 10 | SHARK TWIST 12 | SHARK TWIST 14 | |
| Embedment depth of the anchor sleeve | hnom [mm] | 35 | 45 | 55 | 65 | 75 | |
| Centric tension load1) for individual anchors or an anchor group | Concrete = C12/15 Nadm [kN] | 30 °C2)/50 °C3) | 0,48 | 0,8 | 1,6 | 2,2 | 2,4 |
| Concrete ≥ C16/20 Nadm [kN] | 30 °C2)/50 °C3) | 0,6 | 1,2 | 2,2 | 2,8 | 3,2 | |
| Shear load1) for individual anchors or an anchor group | Vadm | [kN] | 1,62 | 2,59 | 4,67 | 6,79 | 8,55 |
| Minimum member thickness | hmin | [mm] | 100 | 100 | 100 | 120 | 120 |
| Characteristic edge distance | ccr [mm] | C12/15 | 110 | 110 | 110 | 140 | 140 |
| ≥ C16/20 | 80 | 80 | 80 | 100 | 100 | ||
| Characteristic spacing | scr [mm] | C12/15 | 110 | 110 | 130 | 140 | 155 |
| ≥ C16/20 | 80 | 80 | 90 | 100 | 110 | ||
| Minimum edge distance4) | cmin [mm] | C12/15 | 110 | 110 | 110 | 140 | 140 |
| ≥ C16/20 | 80 | 80 | 80 | 100 | 100 | ||
| Minimum spacing4) | smin [mm] | C12/15 | 110 | 110 | 110 | 140 | 140 |
| ≥ C16/20 | 80 | 80 | 80 | 100 | 100 | ||
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of F = 1.4 have been taken into account. For the combination of tensile and shear loads, please note EAD 330284-00-0604 2) Maximum long-term temperature 3) Maximum short-term temperature 4) Admissible load must be reduced | |||||||
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