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)-110-140-14X210
ZEBRA
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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




Set anchor and screw

Screw in the screw

Screw in screw until flush





European Technical Approval ETA-11/0309, multiple attachment of non-load-bearing systems in concrete and masonry
- 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) | 210 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) | 140 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: 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 |
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. |
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. |
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