A METHOD OF ERECTION OF MULTISTORIED BUILDING, CONSTRUCTION BY SINKING OF THE DECK FORMS AND A MULTISTORIED BUILDING OF THE SHAFT-WALL SYSTEM

摘要

1. Method of erection of multistoried building, construction by sinking the deck forms, comprising laying of foundation, erection of monolithic stiffening core with hatchway as a bearing plate of a coating, mounting of the system of supporting means for ceiling panels, installing of a platform with decking on the upper design reference mark, and also alternate concreting of ceiling panels on design reference marks at a cyclic sinking of deck form, and erection of bearing plates, characterized in that the system of supporting means for ceiling panels is mounted in form of string grating, by preliminary tensioning between the bearing plate of hatchway and by the foundation of high strength ropes, rods or wires, which are preliminarily passed through platform with decking, and in process of cyclic sinking of decking the string grating is used as a system of guides for the orientation, and after concreting of lower ceiling the string grating is used as transparent tension armature of building/construction at the erection of bearing walls. 2. Method according to claim 1, characterized in that the ropes, rods or wires forming string grating are preliminarily tensioned with summary effort, composing 10 - 80% of calculated operational value of it. 3. Method according to claim 1, 2, characterized in that the erection of the bearing walls of the building/construction is made from the first floor to the last, while finishing of concreting of lower ceiling panel. 4. Multistoried building of shaft-wall system, comprising placed on the foundation monolithic stiffening core as a shaft, and also hatchway on the shaft, made as a bearing plate with element reinforcing it, and a packet of monolithic floor ceiling, covering a shaft, said ceilings being articulated with it around the perimeter by the central part, and by peripheral part - with supporting elements, characterized in that the element reinforcing the bearing plate are made in form of inclined traction, fixed by their lower ends in body of bearing plates, situated above it, shaft being made with the eminence of bearing plate, and the upper ends of inclined tractions are fixed in the upper part, so that the system of oriented inclined tractions forms hipped frame for the roof of the building.