Plastic frame anchor W-UR 14 F SymCon
Plastic frame anchor W-UR F 14 SymCon hexagon head
ANC-(W-URF SYM)-AW50-(A2K)-10-40-14X110
ZEBRA
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Universal frame anchor (concrete, perforated and solid brick masonry)
Virtually no movement 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 wall plug body (almost no back-cut)
Low assembly workload
Wall plug body and special screw are pre-assembled
Saves an additional U washer and prevents contact corrosion
Wall plug body made of high-quality polyamide
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 with a rotary drill (without impact mechanism)
Set anchor and screw
Screw in the screw
Screw in screw until flush
Datasheets(X)
CAD data (available after login)
Multiple attachment of non-load-bearing systems with approval
e.g. façades, suspended ceilings, roof substructures (made of 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) | 110 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) | 40 mm |
Material of screw | Steel |
Internal drive | AW50 |
Surface of the screw | Zinc plated |
Head type | Hexagon head |
Approval | ETA-11/0309 |
Type description | W-UR F 14 SymCon, hexagonal bolt |
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 a redundant non-structural system | ||||
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 | Nadm = C12/15 [kN] | 30°C2)/50°C3) | 2,4 | 2,4 |
50°C2)/80°C3) | 2,2 | 2,4 | ||
Nadm ≥ 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 | Vadm | [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 actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, please refer to ETAG 020 Annex C. 2) Maximum long-term temperature. 3) Maximum short-term temperature. 4) The admissible 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 a redundant non-structural system (temperature range 50°C2)/80°C3)) For other brick types, 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] | Fadm [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, EN 771-3, 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 sand-lime brick 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 actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, please refer to ETAG 020 Annex C. 2) Maximum long-term temperature. 3) Maximum short-term temperature. 4) For other brick types, raw densities, minimum compressive strengths 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 admissible load must be determined by tests on the structure. |