
For supporting walls at corners and piers
Angle-bracket anchor WK-Z
Your advantages at a glance:
- The optimum adjustment options at corners and pillars facilitate installation enormously and cut the cost of compensating for dimensional tolerances
- The jointed screw connection to the angle element ensures flexibility when installing the tie member and good contact at the pressure strut head, in the case of slightly sloping substrates
- Wall clearances greater than 200 mm are also possible for increased thermal insulation. As well as our MOSO support brackets, we will also obtain specific approval for our air gap wire anchor based on DIN 1053
- We also supply the matching, approved air gap wire anchors at low cost

View tables
| Type / Version | Load stage | 3,5 kN/back | 7,0 kN/back | 10,5 kN/back | |||
|---|---|---|---|---|---|---|---|
| Distance/wall | Cantilever length K | Bracket height x | Cantilever length K | Bracket height x | Cantilever length K | Bracket height x | |
|
| 20 - 50 | 130 | ≥ 650 | 130 | ≥ 700 | 130 | ≥ 750 |
| 40 - 70 | 150 | ≥ 650 | 150 | ≥ 700 | 150 | ≥ 750 | |
| 60 - 90 | 170 | ≥ 650 | 170 | ≥ 700 | 170 | ≥ 750 | |
| 80 - 110 | 190 | ≥ 650 | 190 | ≥ 700 | 190 | ≥ 750 | |
| 100 - 130 | 210 | ≥ 650 | 210 | ≥ 700 | 210 | ≥ 750 | |
| 120 - 150 | 230 | ≥ 700 | 230 | ≥ 750 | 230 | ≥ 850 | |
| 140 - 170 | 250 | ≥ 700 | 250 | ≥ 750 | 250 | ≥ 850 | |
| 160 - 190 | 270 | ≥ 700 | 270 | ≥ 750 | 270 | ≥ 850 | |
| 180 - 200 | 290 | ≥ 700 | 290 | ≥ 750 | 290 | ≥ 850 | |
| Wall clearances greater than 200 mm available on request | |||||||
| Bracket width | W | 100 | 100 | 100 | |||
| Bracket length | L | up to 4000 | up to 4000 | up to 4000 | |||
| Max. size of fastener | up to M12 | up to M12 | up to M16 | ||||
| Shear connector for uncracked concrete | UPAT UKA3 M10x130 | UPAT UKA3 M12x160 | UPAT UKA3 M16x190 | ||||
| Shear connector for cracked | Fischer FHB II-AS | Fischer FHB II-AS | Fischer FHB II-AS | ||||
| Values apply for facing bricks 115 mm thick with a superimposed load < 2 storeys, otherwise the anchors must be adapted in accordance with DIN 1053. Other dimansions on request | |||||||
| Superimposed | Load | Bracket length, | Load stage | Arrangement | |
|---|---|---|---|---|---|
| < 1,50 | < 3,105 | ≤ 1500 mm/2R | 3,5 | L1 / 1000 / L2 | |
| < 2,00 | < 4,140 | ≤ 1500 mm/2R | 3,5 | L1 / 1000 / L2 | |
| < 3,00 | < 6,210 | ≤ 1500 mm/2R | 7,0 | L1 / 1000 / L2 | |
| < 4,50 | < 9,315 | ≤ 1250 mm/2R | 7,0 | L1 / 750 / L2 | |
| < 6,00 | < 12,420 | ≤ 1000 mm/2R | 7,0 | L1 / 500 / L2 | |
| < 9,00 | < 18,630 | ≤ 1000 mm/2R | 10,5 | L1 / 500 / L2 | |
| < 12,00 | < 24,840 | ≤ 750 mm/2R | 10,5 | L1 / 250 / L2 | |
| (Assuming a 115 mm wide facing brick with γ=18kN/m³). L1 = L2 = cantilever length K. | |||||
| Subject |
|---|
| Individual evidence of attachment in the anchorage base:
|
| Abutments for suspended facework: |








