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FRAMECAD FL650, FRAMECAD TF550, FRAMECAD F300i - machines to complete production line of steel profiles

Model
Not specified
Stock #
Not specified
Year
2009
Condition
Good

Location

Lodzkie, Poland
1. F300i Framecad
Production of profiles C89 x 1.2. The lightest and most economical production variant at the same time providing strength. Applications: partition walls, stronghold residential buildings, bathroom modules. Used both in internal systems of halls and public facilities as well as buildings of office facilities.

2. TF550 Framecad
Production of profiles C150 x 1.2 and C150 x 1.6. The most universal and most often used. From external walls and load -bearing residential buildings, through trusses and roof panels, to the load -bearing elements of buildings ensuring Rei fire resistance. 150mm partitions inside the wall allows you to perfectly use this space for the thermal and acoustic insulation of the walls, making buildings made using this system not only warm and tight, but also gain m2 surface inside (thanks to the use of as much as 150mm insulation inside the wall, we can limit the layer of insulation outside, thanks to which, while maintaining the dimensions of the external outline of the building, we have more space to develop inside). However, the biggest advantage of using this profile is the issue of fire resistance, wherever the fire requirements and the condition of the load capacity of the building structure, i.e. all newly created social, office and sanitary spaces inside existing facilities such as halls, magazines and offices. Fast, simple, fireproof and, which is equally important - a system that does not require making lasting changes on the facility (type forging of floors), which is quite important for tenants of the halls. Another large area of use, due to their load capacity, are facade walls. Filling for external facades of buildings in the reinforced concrete skeleton system.

3. FL650 Framecad
Production of profiles C254x2.0 and U260x2.0. The strength of produced profiles means that in a light skeletal structure, we can create ceilings structures with a 8-9m span between supports and roofs with a span of up to 13m. Irreplaceable in the construction of ceilings between floors and lattice girders.
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