Plastic frame anchor W-UR 14 SymCon®
Plastic frame anchor, W-UR 14 SymCon cntrsnk. head
ANC-(W-UR SYM)-AW50-(A2K)-260-290-14X360
ZEBRA
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Almost no distortion of the wall plug body
- Low screw-in torque of the plug screw
- "Slight" spreading of the anchor
Reliable post-spreading characteristics
Enabled by geometry of the SymCon plug screw
Increased load introduction
Screwing in the SymCon screw results in optimum compression of the plastic of the plug screw (almost no back-cut)
Low assembly workload
Wall plug body and special screw are pre-assembled
European Technical Approval ETA-11/0309, multiple attachment of non-load-bearing systems in concrete and masonry
- For anchoring in solid brick and solid sand-lime brick, we recommend that you perform pull-out tests due to the differences in brick manufacturing
- Lengths 330 mm, 360 mm and 390 mm are not pre-assembled
- Drill perforated and hollow blocks in rotating gear (without impact mechanism)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/normal/348px/1936885.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/41280.jpg)
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![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/137435.jpg)
Set anchor and screw
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/137436.jpg)
Screw in the screw
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/137432.jpg)
Screw in screw until flush
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/41272.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/41279.jpg)
![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/137433.jpg)
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![](https://media.wuerth.com/stmedia/wuerth/images/std.lang.all/resolutions/category/348px/137437.jpg)
Datasheets(X)
CAD data (available after login)
Multiple attachment of non-load-bearing systems with approval
e.g. façades, suspended ceilings, roof substructures (from wood or steel), wooden beams, wooden laths, angle brackets, wall-mounted cabinets, shelves etc.
Anchoring bases
- Standard concrete
- Masonry walls (solid brick, solid sand-lime brick, vertically perforated brick, hollow sand-lime brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks)
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 | ||
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. |
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 |
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: 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. |