FIELD: civil engineering. SUBSTANCE: side members supported by bearing walls are disposed on two opposite sides of covering span. Ends of stressed reinforcement located in longitudinal joints between covering slabs pass through horizontal holes of side members and are secured thereon, forming a rigid covering disc. Bearing walls have niches arranged coaxially with longitudinal joints between covering slabs. Each side member has the form of anchor block accommodated in corresponding niche. EFFECT: improved design. 2 dwg
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Authors
Dates
1994-12-15—Published
1991-12-29—Filed