Working platform with formwork
H (horizontal load) and V (vertical load) refer to the loads at the suspension point. These loads cover all the usage situations given here. The structure, and all parts of the structure, must be verified for stability on the basis of this data.
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Formwork shored from folding platform |
Formwork shored from floor slab |
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Load Class 2 (Permitted service load: 1.5 kN/m2 (150 kg/m2) on folding platform and pouring platform). |
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Type of suspension point |
Suspension cone |
Suspension loop ES* |
Suspension cone |
Suspension loop ES* |
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H = 14.0 kN |
H = 14.0 kN |
H = 14.0 kN |
H = 14.0 kN |
Closures |
1.00 m |
0.75 m |
1.00 m |
0.75 m |
Suspended platform |
Allowed |
Not allowed |
Allowed |
Not allowed |
Folding platform K inside corner |
Allowed |
Not allowed |
Allowed |
Not allowed |
Formwork height |
3.00 m |
3.00 m |
5.50 m |
4.00 m |
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Wind speeds up to 55 km/h (as per "UVV" accident prevention rule for cranes). At wind speeds of up to 45 km/h, a formwork height of 4.00 m is possible. |
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If higher wind speeds are likely, and when work finishes for the day or before prolonged work-breaks, the formwork must be closed. Fix the panel struts of the opposing formwork to the floor-slab stably. |
* Ensure that the Folding platform K is at the correct height relative to the top of the floor slab. See the section headed 'Loop-type suspension points'
A Star screw |
B Opposing formwork |
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CAUTION The panel struts on the folding platform must: ➤ only be positioned in the axis of the bracket ➤ only be fitted into the special connection sockets, and ➤ only be fixed with star screws. |
Note:
The values stated above for the permitted service load and closures must also be complied with when using inside corners and outside corners.
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