Dome cover Religious buildings

摘要

The utility model is aimed at the possibility of the construction of the dome-shaped thin-walled monolithic concrete cover and reducing the complexity and material by eliminating the formwork and roofing deck. Said technical result is achieved in that the supporting contour formed of radially mounted with a step along the perimeter of cover-supported wall elements flat truss, the upper belt which forms a shaping contour of the dome. The upper belt trusses stacked metal mesh with a mesh size of 3-6 mm, which are fixed on the reinforcing frame and mesh with a mesh size of 15-20 mm. Omonolichen concrete frame to form the outer protective layer of reinforced concrete shell is not less than 10 mm thick. The protective concrete layer is impregnated with a polymeric composition. Thus on the surface of a reinforced concrete shell a layer of polyurethane mastic waterproofing compositions and pasted decorative mosaic tiles smaltovyh PTFE coating. 1 Fig.