Steel halls / Lightweight Construction / Width 8m
Steel construction of the hall tent consists of 5m-distanced at modular framework single bay schema. Each frame is rigidly fixed in concrete footing with anchors. The concrete footing should be designed to be able to accept the reaction of the steel structure supports to the ground. Between framework transoms purlins are placed which are fastened rigidly to the belt of upper grid framework, whose longitudinal spacing aligned with declines of roof slopes is approximately 2m. In the pre-end modules of the object are designed roof slope bracings and vertical flaccid which stiffen the object in the longitudinal direction.
The frame is designed of two-branch columnar and transom elements. The belts in the transom and the column are spaced in the axial distance of 200mm and the are RK40x4 profiles. RK40x3 profiles play the role of lacings in the mean spacing of 800mm. In addition the transom is clamped by brace made of RK40x3 profile.
The gable walls are a repetition of main construction systems. Additional elements here are intermediate columns and lintel transom RP100x40x3 and wall transoms RK40x3.
The stiffness of the system is ensured by vertical wall bracings and roof slopes. For which the rope profile T6x19 Ao O 8 acc. to PN-69/M-80207.
On the designed steel building construction the tarpaulin is pulled. There is a possibility of sheathing the sides of structure with trapezoidal sheet, and the roof - with tarpaulin.
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