
For attachment to the anchor rail
Technical Details MBA
Anchorage on cast in channels with construction supervisory permit is more straightforward than dowel installation.
However, this type of attachment imposes high demands on the planning stage, as the façade planning should be completed during construction of the carcass.
The cast in channels are produced, according to the authorisation, of material 1.4571/1.4401 or 1.4362. The bolts are of material 1.4301.
View tables
| MBA | MBA | MBA | MBA |
|---|---|---|---|
| Screw diameter | |||
| M10 | M12 | M12 | M16 |
| Overall rail height (mm) | |||
| 50 | 77 | 106 | 159 |
| Torque Tinst (Nm) | |||
| 15 | 25 | 25 | 60 |
| Min. distance from edge ar (mm) | |||
| 50 | 75 | 150 | 200 |
| Permissible loads (KN) (concrete >C20/25) point load further information see authorisation | |||
| Type | FZ | FQ | |
|---|---|---|---|
| Continuous | Short lengths | Continuous + | |
| MBA 28/15 | 3 | 3,5 | 3,5 |
| MBA 38/17 | 4,5 | 7 | 8 |
| MBA 38/17 K | 7 | - | 8 |
| MBA 50/31 | 10 | 12 | 12 |
| MBA 52/34 | 22 | 22 | 22 |
| FFZ: Centered tension and oblique tension(>15°) | |||
| Type / Version | Load stage | Anchor rail | HK screw | ak> | 25 cm | |||
|---|---|---|---|---|---|---|---|---|
| ar | FV | |||||||
| EK-U/-W-L | 3,5 | Continuous length | MHK 38/17 M12x80 | 75 | 3,5 | |||
| WK-K | 3,5 | MHK 38/17 M12x80 | 80 | 3,5 | ||||
| WK-O | 3,5 | MHK 38/17 M12x80 | 300 | 3,5 | ||||
| WK-K | 5,0 |
Continuous length or | MHK 50/30 M12x80 | 100 | 5,0 | |||
| EK-U/-W-L | 7,0 | MHK 50/30 M12x80 | 150 | 7,0 (6,8)* | ||||
| WK-K | 7,0 | MHK 50/30 M12x80 | 120 | 7,0 | ||||
| WK-O | 7,0 | MHK 50/30 M12x40 | 300 | 7,0 | ||||
| EK-U/-W-L | 10,5 |
Continuous length or | MHK 50/30 M16x100 | 200 | 10,5 | |||
| WK-O | 10,5 | MHK 50/30 M16x40 | 300 | 10,5 | ||||
| * The value in brackets applies for anchor rail lengths > 250mm. The values specified in the table apply for anchors with standard dimensions. For a technical application, the attachment values will be recalculated by our engineering office with input of the actual conditions; this may lead to higher load-bearing capacities and other distances from the edge. | ||||||||
| Designation | Continuous length | Short lengths | Corner piece |
|---|---|---|---|
| MBA 28/15 | 6050 mm | 10 - 1050 cm | - |
| MBA 38/17 | 6050 mm | 10 - 1050 cm | 15 x 25 cm |
| MBA 38/17 K | 6050 mm | 10 - 1050 cm | - |
| MBA 50/31 | 6050 mm | 10 - 1050 cm | 15 x 25 cm |
| MBA 52/34 | 6050 mm | 10 - 1050 cm | 25 x 25 cm |
| Installation rails | |||
| MOS 28/15 | 6050 mm | On request |
Also available with perforation |
| MOS 38/17 | 6050 mm | On request | |
| MOS 50/31 | 6050 mm | On request | |
| MOS 52/34 | 6050 mm | On request | |
| Other dimensions on request | |||
| Type | For profile | Diameter | Right-hand thread,length | Left-hand thread,length |
|---|---|---|---|---|
| MHK 28/15 | 28/15 | M 8 | 30 mm | On request |
| M10 | 20 - 200 mm | |||
| MHK 38/17 | 38/17 | M10 | 30 -60 mm | On request |
| M12 | 25 - 200 mm | |||
| M16 | 25 - 200 mm | |||
| MHK 50/30 | 50/31 52/34 | M12 | 30 - 100 mm | On request |
| M16 | 30 - 150 mm | |||
| M20 | 45 - 150 mm | |||
| Other dimensions on request | ||||
| Rail length (mm) | Arrangement of head bolt - end distance (mm) |
|---|---|
| 100 |
|
| 150 |
|
| 200 |
|
| 250 |
|
| > 250 - 6000 | |




