| Tower height (min / max) | 2,7 - 8,8 m |
| Working height (min / max) | 3,7 - 9,8 m |
| Platform height (min / max) | 1,6 - 7,7 m |
| Platform size | 0,75 х 2,0 m |
| Section step | 1,23 m |
| Tower material | steel |
| Base block | 1 |
| Number of standard sections (min / max) | 1- 6 |
| Maximum load | 250 kg/m2 |
A mobile, modular tower scaffold is essentially a tower-type construction scaffold. It is lightweight, has a simple design, and is convenient for transportation and storage. The main advantage of this type of scaffold is its mobility.
It is used in areas with limited space or where large-scale work is not required, such as:
• construction and installation work in rooms with high ceilings (e.g., installation or removal of lighting equipment);
• facade work; installation of pipelines, air conditioning, and ventilation systems;
• in warehouse facilities and other similar environments.
DESIGN VARIANTS OF THE MOBILE SCAFFOLD TOWER – CONSTRUCTION SCAFFOLD TOWER
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DESIGN OPTIONS | |||||
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Equipment |
Working height (m) | Height of tower (m) | Platform height (m) | Total weight (kg) |
Price MDL | |
| Mobile scaffolding (1+1) | 3,7 | 2,7 | 1,6 | 88 | 11 420 | |
| Mobile scaffolding (1+2) | 4,9 | 3,9 | 2,8 | 108 | 13 728 | |
| Mobile scaffolding (1+3) | 6,1 | 5,1 | 4,0 | 128 | 16 036 | |
| Mobile scaffolding (1+4)* | 7,4 | 6,4 | 5,3 | 148 | 20 826 | |
| Mobile scaffolding (1+5)* | 8,6 | 7,6 | 6,5 | 168 | 23 134 | |
| Mobile scaffolding (1+6)* | 9,8 | 8,8 | 7,7 | 188 | 25 442 | |
| * To ensure stability, the tower is equipped with stabilizers (4 pcs.), which are attached with clamps to the main structure of the tower. | ||||||
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For mobility, the tower is equipped with wheels: The working platform is equipped with a deck and guard rails. |
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DELIVERY PACKAGE – CONSTRUCTION SCAFFOLD TOWER
Technical documentation
- download Certificate of Conformity - https://xxlesa.ru/upload/iblock/e39/e39ac572d6910801704e763a9f1e60f2.pdf
download technical data sheet - https://xxlesa.ru/upload/iblock/9bf/9bfb50f019bddcfa6cd1e1aad7dcda43.doc
