W-UR 14 SymCon plastic frame fixing with special zinc plated steel countersunk head screw and SymCon thread
Plastic frame anchor, W-UR 14 SymCon cntrsnk. head
ANC-(W-UR SYM)-AW50-(A2K)-260-290-14X360
Art.-no. 0912814411
EAN 4050642351479
 
				 
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Secure installation
- Virtually no spinning of the anchor sleeve due to low installation torque and expansion
- Reliable follow-up expansion capability due to ingenious anchor geometry
- Virtually no undercutting due to optimal compression of the anchor sleeve by screwing in the screw
Excellent fastening technology
- Approved for anchors in a redundant non-structural system for secure installation in non-load-bearing systems
- Minimal installation work because the anchor sleeve and special screw are pre-assembled
- Improved load transmission through even, continuous load transfer across the entire expansion area
European Technical Approval ETA-11/0309, multiple attachment of non-load-bearing systems in concrete and masonry
- When anchoring in solid brick and solid sand-lime block, we recommend performing pull-out tests due to differences in brick manufacturing
- Lengths 330, 360 and 390 mm are not pre-assembled
 Metal substructures
Metal substructures
 Create the drill hole
Create the drill hole
 Clean the drill hole
Clean the drill hole
 
Set anchor and screw
 
Screw in the screw
 
Screw in screw until flush
 Create the drill hole
Create the drill hole
 Clean the drill hole
Clean the drill hole
 Set anchor and screw
Set anchor and screw
 Screw in the screw
Screw in the screw
 Screw in screw until flush
Screw in screw until flush
Datasheets(X)
CAD data (available after login)
- Anchors may be used for one-off temporary anchoring of façade scaffolding with a service life of < two years
- Suitable for anchoring in 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 bricks
- Suitable for fastening façades, suspended ceilings, roof substructures made of wood or steel, wooden beams, wooden laths, angle brackets, wall-mounted cabinets, shelves etc.
- Drill perforated and hollow concrete blocks with a rotary drill (without hammer mechanism)
- Drill cuttings must be removed from the drill hole
- Installation temperature in base material ≥ -20 °C
- Installation temperature of the anchor sleeve ≥ 0 °C
| Anchor diameter | 14 mm | 
| Anchor length (l) | 360 mm | 
| Nominal drill-bit diameter (d 0) | 14 mm | 
| Through-hole in the component to be connected (d f) | 14.5 mm | 
| Attachment height (t fix 1) | 290 mm | 
| Material of screw | Steel | 
| Internal drive | AW50 | 
| Surface of the screw | Zinc plated | 
| Head type | Countersunk head | 
| Approval | ETA-11/0309 | 
| Type description | W-UR 14 SymCon, countersunk head screw | 
| Performance data: Concrete, anchors in redundant non-structural systems | ||||
| Anchor diameter | [mm] | W-UR 14 SymCon | ||
| Embedment depth of the anchor sleeve | hnom [mm] | 70 | 100 | |
| Centric tension load1) for individual anchors or an anchor group | Nperm = C12/15 [kN] | 30°C2)/50°C3) | 2,4 | 2,4 | 
| 50°C2)/80°C3) | 2,2 | 2,4 | ||
| Nperm ≥ C16/20 [kN] | 30°C2)/50°C3) | 3,2 | 3,2 | |
| 50°C2)/80°C3) | 3,0 | 3,2 | ||
| Shear load1) for individual anchors or an anchor group | Vperm | [kN] | 9,5 | 9,5 | 
| Minimum member thickness | hmin | [mm] | 110 | 140 | 
| Minimum axis distance4) | smin [mm] | C12/15 | 85 | 85 | 
| ≥ C16/20 | 60 | 60 | ||
| Minimum edge distance4) | cmin [mm] | C12/15 | 115 | 115 | 
| ≥ C16/20 | 80 | 80 | ||
| Characteristic edge distance | ccr,N [mm] | C12/15 | 110 | 140 | 
| ≥ C16/20 | 80 | 100 | ||
| 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. 4) The permissible load must be reduced. | ||||
| Performance data: Masonry4), anchors in redundant non-structural systems (temperature range 50°C2)/80°C3))For other types of brick, raw densities, minimum compressive strengths, edge and axis distances or temperature ranges, please refer to the approval ETA-11/0309 | |||||
| Brick type | Brick format [mm] | Raw density class [kg/dm³] | Minimum compressive strength [N/mm²] | Fperm [kN]1)5) (for individual anchors or an anchor group) W-UR 14 SymCon | |
| Effective anchorage depth | hnom [mm] | 70 to 99 | 100 | ||
| Normal weight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims Classic, Bisotherm | ≥ 3DF (≥ 240 x 175 x 113) | ≥ 2.0 | 10 | - | 1,14 | 
| 20 | - | 1,57 | |||
| Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims | ≥ NF (≥ 248 x 175 x 498) | ≥ 1.0 | 2 | - | 0,34 | 
| 4 | - | 0,57 | |||
| Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann | ≥ 12DF (≥ 373 x 240 x 238) | ≥ 1.2 | 6 | - | 0,43 | 
| 8 | - | 0,57 | |||
| 10 | - | 0,71 | |||
| Vertically perforated brick HLz T14-24.06), EN 771-1, Z-17.1-651 e.g. Wienerberger | ≥ 10DF (≥ 308 x 240 x 249) | ≥ 0.7 | 6 | - | 0,17 | 
| Vertically perforated brick POROTON T8-306), POROTON T9-306), EN 771-1, T8: Z-17.1-982, T9: Z-17.1-674 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.6 | 6 | - | 0,43 | 
| 8 | - | 0,57 | |||
| Vertically perforated brick POROTON S106), EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | - | 0,43 | 
| Vertically perforated brick POROTON S11-306), EN 771-1, Z-17.1-812 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.9 | 8 | - | 0,71 | 
| Vertically perforated brick ThermoPlan MZ106), EN 771-1, Z-17.1-1015 Mein Ziegelhaus | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | 0,57 | 0,71 | 
| Vertically perforated brick ThermoPlan TS2) 6), EN 771-1, Z-17.1-993 Mein Ziegelhaus | ≥ 9DF (≥ 373 x 175 x 249) | ≥ 0.9 | 6 | - | 0,43 | 
| 8 | - | 0,57 | |||
| 8 | - | 0,57 | |||
| Vertically perforated brick POROTON S106), EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | - | 0,43 | 
| Vertically perforated brick POROTON S11-306), EN 771-1, Z-17.1-812 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.9 | 8 | - | 0,71 | 
| Vertically perforated brick ThermoPlan MZ106), EN 771-1, Z-17.1-1015 Mein Ziegelhaus | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | 0,57 | 0,71 | 
| Vertically perforated brick ThermoPlan TS2)6), EN 771-1, Z-17.1-993 Mein Ziegelhaus | ≥ 9DF (≥ 373 x 175 x 249) | ≥ 0.9 | 6 | 0,11 | 0,11 | 
| 8 | 0,17 | 0,17 | |||
| 10 | 0,21 | 0,21 | |||
| 12 | 0,26 | 0,26 | |||
| 20 | 0,43 | 0,43 | |||
| Vertically perforated brick THERMOPOR TV 9-Plan6), EN 771-1, Z-17.1-1006 Thermopor Ziegel-Kontor Ulm | ≥ 247 x 300 x 249) | ≥ 0.75 | 4 | - | 0,26 | 
| 6 | - | 0,43 | |||
| 8 | - | 0,57 | |||
| Hollow calcium silicate block KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥ 8DF (≥ 248 x 240 x 238) | ≥ 1.4 | 6 | - | 0,34 | 
| 8 | - | 0,43 | |||
| 10 | - | 0,57 | |||
| 12 | - | 0,71 | |||
| 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 | - | 0,14 | 
| 4 | - | 0,26 | |||
| 6 | - | 0,43 | |||
| 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. 4) For other types of brick, raw densities, minimum compressive strength or temperature ranges, please refer to the approval ETA-11/0309. 5) The brick geometry should be compared with the approval ETA-11/0309. 6) If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure. | |||||
| Installation parameters: Concrete + masonry | |||
| Anchor diameter [mm] | W-UR 14 SymCon | ||
| Nominal drill diameter | d0 [mm] | 14 | |
| Drill cutting dia. | dcut ≤ [mm] | 14,45 | |
| Drill hole depth | h1 ≥ [mm] | 80 | 110 | 
| Embedment depth of the anchor sleeve | hnom [mm] | 70 | 100 | 
| Through hole in the attachment | df ≤ [mm] | 14,5 | |
| Total length L [mm] | Fixture thickness tfix [mm] | Embedment depth hnom [mm] | Drill hole depth h1 [mm] | 
| 80 | 10/- | 70/- | 80 (+tfix)/110 (+tfix) | 
| 110 | 40/10 | 70/100 | |
| 140 | 70/40 | ||
| 160 | 90/60 | ||
| 180 | 110/80 | ||
| 210 | 140/110 | ||
| 240 | 170/140 | ||
| 270 | 200/170 | ||
| 300 | 230/200 | ||
| 330 | 260/230 | ||
| 360 | 290/260 | ||
| 390 | 320/290 | 
| Performance data: Masonry4), anchors in redundant non-structural systems (temperature range 50°C2)/80°C3))For other types of brick, raw densities, minimum compressive strengths, edge and axis distances or temperature ranges, please refer to the approval ETA-11/0309 | |||||
| Brick type | Brick format [mm] | Raw density class [kg/dm³] | Minimum compressive strength [N/mm²] | Fperm [kN]1)5) (for individual anchors or an anchor group) W-UR 14 SymCon | |
| Effective anchorage depth | hnom [mm] | 70 to 99 | 100 | ||
| Masonry brick Mz, EN 771-1, DIN 105 | ≥ 3DF (≥ 240 x 115 x 113) | ≥ 1.8 | 10 | - | 1,0 | 
| 20 | - | 1,57 | |||
| Solid sand-lime brick Silka XL Basic, Silka XL Plus, EN 771-2, DIN 106, Z-17.1-997 | ≥ NF (≥ 248 x 175 x 498) | ≥ 2.0 | 10 | 0,86 | 0,86 | 
| 20 | 1,29 | 1,29 | |||
| 28 | 1,71 | 1,86 | |||
| Normal weight concrete solid brick Vbn, EN771-3, DIN 18153 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | - | 0,57 | 
| 20 | - | 0,86 | |||
| 28 | - | 1,14 | |||
| Normal weight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims Classic, Bisotherm | ≥ 3DF (≥ 240 x 115 x 113) | ≥ 2.0 | 10 | - | 1,14 | 
| 20 | - | 1,57 | |||
| Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims | ≥ NF (≥ 240 x 115 x 71) | ≥ 1.0 | 2 | - | 0,34 | 
| 4 | - | 0,57 | |||
| Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann | ≥ 12DF (≥ 373 x 240 x 238) | ≥ 1.2 | 6 | - | 0,43 | 
| 8 | - | 0,57 | |||
| 10 | - | 0,71 | |||
| Vertically perforated brick HLz T14-24.06), EN 771-1, Z-17.1-651 e.g. Wienerberger | ≥ 10DF (≥ 308 x 240 x 249) | ≥ 0.7 | 6 | - | 0,17 | 
| Vertically perforated brick POROTON T8-306), POROTON T9-306), EN 771-1, T8: Z-17.1-982, T9: Z-17.1-674 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.6 | 6 | - | 0,43 | 
| 8 | - | 0,57 | |||
| Vertically perforated brick POROTON S106), EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | - | 0,43 | 
| Vertically perforated brick POROTON S11-306), EN 771-1, Z-17.1-812 Wienerberger, Schlagmann | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.9 | 8 | - | 0,71 | 
| Vertically perforated brick ThermoPlan MZ106), EN 771-1, Z-17.1-1015 Mein Ziegelhaus | ≥ 10DF (≥ 248 x 300 x 249) | ≥ 0.75 | 8 | 0,5 | 0,71 | 
| Vertically perforated brick ThermoPlan TS2)6), EN 771-1, Z-17.1-993 Mein Ziegelhaus | ≥ 9DF (≥ 373 x 175 x 249) | ≥ 0.9 | 6 | 0,11 | 0,11 | 
| 8 | 0,17 | 0,17 | |||
| 10 | 0,21 | 0,21 | |||
| 12 | 0,26 | 0,26 | |||
| 20 | 0,43 | 0,43 | |||
| Vertically perforated brick THERMOPOR TV 9-Plan6), EN 771-1, Z-17.1-1006 Thermopor Ziegel-Kontor Ulm | ≥ 247 x 300 x 249) | ≥ 0.75 | 4 | - | 0,26 | 
| 6 | - | 0,43 | |||
| 8 | - | 0,57 | |||
| Hollow calcium silicate block KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥ 8DF (≥ 248 x 240 x 238) | ≥ 1.4 | 6 | - | 0,34 | 
| 8 | - | 0,43 | |||
| 10 | - | 0,57 | |||
| 12 | - | 0,71 | |||
| 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 | - | 0,14 | 
| 4 | - | 0,26 | |||
| 6 | - | 0,43 | |||
| 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. 4) For other types of brick, raw densities, minimum compressive strength or temperature ranges, please refer to the approval ETA-11/0309. 5) The brick geometry should be compared with the approval ETA-11/0309. 6) If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure. | |||||
 
 
 
