Plastic frame anchor W-UR 10 SymCon® with countersunk head screw, zinc-plated steel
Plastic frame anchor, W-UR 10 SymCon cntrsnk. head
ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200
ZEBRA
Art.-no.
5911010008
EAN 4053479213385
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Approved for high loads in concrete (individual fixing point), autoclaved aerated concrete and masonry
Virtually no movement of the anchor sleeve
- 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
Saves an additional U washer and prevents contact corrosion
Multiple insertion depths
- Concrete: 3 insertion depths (40, 50 and 70 mm)
- Masonry: 2 insertion depths (50 and 70 mm)
Proof of Performance
European Technical Approval ETA-11/0309
Notice
When anchoring in solid brick and solid sand-lime brick, we recommend performing pull-out tests due to differences in brick manufacturing
Application area
Metal substructures
Metal substructures
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush
Product information
Datasheets(X)
Application area
Multiple attachment of non-load-bearing systems with approval
Suitable for fastening façade, ceiling, or roof substructures (made from wood or steel), pipelines, cable ducts, wooden beams, wooden slats, brackets, wall cabinets, shelves, etc.
Anchoring bases
- Standard concrete
- Aerated concrete
- Cladding
- Hollow-core prestressed concrete ceilings
- Masonry walls (solid brick, solid sand-lime brick, vertically perforated brick, perforated sand-lime brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks)
Anchor diameter | 10 mm |
Anchor length (l) | 200 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Through-hole in the component to be connected (d f) | 10.5 mm |
Fire resistance rating | 0 - not applicable |
Attachment height (t fix 1) | 160 mm |
Material of screw | Steel |
Internal drive | AW40 |
Surface of the screw | Zinc plated |
Head type | Countersunk head |
Approval | ETA-11/0309 |
Type description | W-UR 10 SymCon, countersunk head screw |
Installation parameters: Concrete and masonry | ||||
Anchor diameter [mm] | W-UR 10 SymCon | |||
Nominal drill diameter | d0 [mm] | 10 | ||
Drill cutting diameter | dcut ≤ [mm] | 10,45 | ||
Drill hole depth | h1 ≥ [mm] | 50 | 60 | 80 |
Embedment depth of the anchor sleeve | hnom [mm] | 40 | 50 | 70 |
Through hole in the attachment | df ≤ [mm] | 10,5 | ||
| Performance data: Hollow-core prestressed concrete ceilings Multiple attachment of non-load-bearing systems | |||||
| Anchor diameter | [mm] | W-UR 10 SymCon | |||
| Mirror thickness | du [mm] | 25 | 30 | 35 | 40 |
| Hollow-core prestressed concrete1) Fadm ≥ C30/37 [kN] | 30°C2)/50°C3) | 0,4 | 0,8 | 1,2 | 1,6 |
| 50°C2)/80°C3) | |||||
| 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 shear loads, please refer to ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature | |||||
| Performance data for individual fixing point | |||||
| Anchor diameter [mm] | Würth W-UR 10 Symcon | ||||
| Admissible centric tension load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), s ≥ 135 mm c ≥ 70 mm) zinc-plated steel | Nadm [kN] = C20/252) | 30°C2)/50°C3) | 2,6 | 2,6 |
| 50°C2)/80°C3) | 2,4 | 2,4 | |||
| Compressive zone (uncracked concrete C20/252) s ≥ 135 mm c ≥ 70 mm) zinc-plated steel | 30°C2)/50°C3) | 2,6 | 2,6 | ||
| 50°C2)/80°C3) | 2,6 | 2,6 | |||
| Admissible shear load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), c ≥ 450 mm) zinc-plated steel | Vadm [kN] = C20/25 | 30°C2)/50°C3) | 5,4 | 5,0 |
| Compressive zone (uncracked concrete C20/252), c ≥ 450 mm) zinc-plated steel | 30°C2)/50°C3) | 5,4 | 5,0 | ||
| Admissible bending moment | Madm [Nm] | 30°C2)/50°C3) | 2,5 | ||
| 50°C2)/80°C3) | 2,14 | ||||
| Characteristic values | |||||
| Minimum spacing | smin [mm] | 50 | |||
| Spacing | scr,N [mm] | 135 | |||
| Minimum edge distance | cmin [mm] | 60 | |||
| Edge distance | ccr,N [mm] | 70 | |||
| Minimum member thickness | hmin ≥ [mm] | 110 | |||
| Nominal drill diameter | d0 [mm] | 10,0 | |||
| Diameter of cutting edges | dcut ≤ [mm] | 10,45 | |||
| Drill hole depth | h1 ≥ [mm] | 80 | |||
| Length of anchor in drill hole | hnom ≥ [mm] | 70 | |||
| Through hole in the member being connected | df ≤ [mm] | 10,5 | |||
| 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 shear loads, please refer to ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature | |||||
| Performance data: Concrete Multiple attachment of non-load-bearing systems | |||||
| Anchor diameter | [mm] | W-UR 10 SymCon | |||
| Embedment depth of the anchor sleeve | hnom | [mm] | 40 | 50 | 70 |
| Centric tension load1)for individual anchors or an anchor group | Nperm = C12/15 [kN] | 30°C2)/50°C3) | 1,4 | 1,6 | 2,4 |
| 50°C2)/80°C3) | 1,2 | 1,4 | 2,0 | ||
| Nadm ≥ C16/20 [kN] | 30°C2)/50°C3) | 1,8 | 2,0 | 3,2 | |
| 50°C2)/80°C3) | 1,6 | 1,8 | 3,0 | ||
| Shear load1)for individual anchors or an anchor group | Vperm | [kN] | 5,3 | 5,3 | 5,3 |
| Minimum member thickness | hmin | [mm] | 80 | 90 | 110 |
| Minimum axis distance4) | smin [mm] | C12/15 | 70 | 70 | 70 |
| ≥ C16/20 | 50 | 50 | 50 | ||
| Minimum edge distance4) | Cmin [mm] | C12/15 | 70 | 70 | 80 |
| ≥ C16/20 | 50 | 50 | 60 | ||
| Characteristic edge distance | Ccr,N [mm] | C12/15 | 80 | 80 | 80 |
| ≥ C16/20 | 60 | 60 | 60 | ||
| 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 shear loads, please note ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature 4) Permissible load must be reduced | |||||
| Performance data: Masonry4) Multiple attachment of non-load-bearing systems (temperature range 50°C2)/80°C3)) For other types of brick, raw densities, minimum compressive strength, 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 10 SymCon | |
| Effective anchorage depth | hnom [mm] | 50 | 70 | ||
| Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims, Bisotherm | ≥NF (≥240x115x71) | ≥1.0 | 2 | 0,21 | - |
| 4 | 0,43 | - | |||
| ≥3DF (≥240x175x71) | 2 | - | 0,11 | ||
| 4 | - | 0,21 | |||
| Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann | ≥2DF (≥240x115x113) | ≥1.2 | 10 | - | 0,34 |
| 20 | - | 0,57 | |||
| ≥12DF (≥373x240x238) | 6 | - | 0,34 | ||
| 8 | - | 0,43 | |||
| 10 | - | 0,57 | |||
| Vertically perforated brick POROTON T8-306)), EN 771-1, T8: Z-17.1-982 Wienerberger, Schlagmann | ≥248x300x249 | ≥0.6 | 4 | - | 0,17 |
| 6 | - | 0,26 | |||
| 8 | - | 0,26 | |||
| Hollow sand-lime brick KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥2DF (≥240x115x113) | ≥1.4 | 6 | - | 0,26 |
| 8 | - | 0,34 | |||
| 10 | - | 0,43 | |||
| 12 | - | 0,57 | |||
| ≥8DF (≥249x240x238) | 6 | - | 0,21 | ||
| 8 | - | 0,26 | |||
| 10 | - | 0,34 | |||
| 12 | - | 0,43 | |||
| Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 181516) e.g. Liapor | ≥16DF (≥498x240x238) | ≥0.7 | 2 | - | 0,17 |
| 4 | - | 0,34 | |||
| 6 | - | 0,34 | |||
| Aerated concrete EN 771-4, DIN 4165 | ≥499x100x249 | ≥0.3 | 2 | - | 0,18 |
| 3 | - | 0,26 | |||
| 4 | - | 0,34 | |||
| 5 | - | 0,42 | |||
| 6 | - | 0,5 | |||
| 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 shear 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 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 permissible load must be determined by tests on the structure. | |||||
| Performance data: Masonry4) Multiple attachment of non-load-bearing 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] | Fadm [kN]1)5) (for individual anchors or an anchor group) W-UR 10 SymCom | |
| Effective anchorage depth | hnom [mm] | 50 | 70 | ||
| Masonry brick Mz, EN 771-1, DIN 105 | ≥NF (≥240x115x71) | ≥1.8 | 10 | 0,43 | 0,21 |
| 20 | 0,43 | 0,34 | |||
| 28 | 0,71 | 0,57 | |||
| 36 | 0,86 | 0,71 | |||
| ≥3DF (≥240x175x113) | ≥1.8 | 10 | - | 0,71 | |
| 20 | - | 1,14 | |||
| 28 | - | 1,57 | |||
| Solid sand-lime brick KS EN 771-2, DIN 106 | ≥NF (≥240x115x71) | ≥2.0 | 10 | 0,17 | 0,34 |
| 20 | 0,34 | 0,57 | |||
| Normal weight concrete solid brick Vbn, EN 771-3, DIN 18153 | ≥NF (≥240x115x71) | ≥2.0 | 10 | 0,57 | 0,43 |
| 20 | 0,71 | 0,71 | |||
| 28 | 1,14 | 1,14 | |||
| Lightweight concrete solid brick V and Vbl, EN 771-3, DIN 18152-100 e.g. Bisophon, Bisotherm | ≥3DF (≥240x175x113) | ≥2.0 | 10 | - | 0,86 |
| 20 | 1,29 | ||||
| 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 shear 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 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. | |||||