FIELD: construction of reinforced concrete buildings of civil, industrial, and production application. SUBSTANCE: method for erecting skeleton of reinforced concrete buildings having pre-stressed ceilings in two orthogonal directions involves installation of columns for passing high-strength reinforcement; installation of ceiling slabs on temporary removable supports; monolithic of contact joints and those between slabs; concrete curing of mentioned joints to design grade; tensioning of high-strength reinforcement in two orthogonal directions followed by concreting axial joints with stressed high-strength reinforcement. Concrete reinforced wedges are installed in contact and slab-to-slab joints; contact and slab-to-slab joints with wedges are filled with concrete simultaneously with axial joints after tensioning of high- strength reinforcement. EFFECT: provision for eliminating process intervals required for hardening joints; reduced construction cost and time. 7 dwg
