Processing method of concrete honeycomb floor and its used structure box

Abstract

The invention provides a building cover manufacturing method and the used structural box technical method. The manufacturing method includes the steps as follows: firstly arranging structural boxes on the bottom mould of a supported building cover, where the space between the structural boxes is 70-250 mm as the width of the field-cast ribbon strips; then making a ribbon strip reinforcing steel bar cage by binding in the gap of each structural box; then connecting the reinforcing steel bars extending out of the structural boxes with the ribbon strip reinforcing steel bar cage; then casting concrete into the gaps between the structural boxes, tightly vibrating the concrete and nourishing the concrete into ribbon strips; and finally removing the bottom mould to make an integral nested building cover superposed of structural boxes and cast ribbon strips. The structural boxes used have hollow sealed concrete box bodies, and there are reinforcing steel bars intercrossing and extending out of them in their bottom and top plates, and the solution arranges reinforcing ribs on the bottom and top plates of the cavities of the box bodies, and arranges reinforcing ribs on the side walls of the cavities of the box bodies; and arranges shearing force teeth outside the side walls of the box bodies.

Description

Technical field: [0001] The invention relates to a processing method and component of a floor in the construction industry, in particular to a processing method of a concrete honeycomb floor and a used structural box. Background technique: [0002] In the prior art, in the cast-in-place concrete beam-slab floor and ribbed floor system, the formwork and the stressed member are separated, and the formwork does not participate in the structural force. The T-shaped cross-section of the ribbed floor makes the floor rigidity of the multi-span continuous floor slab low, the floor slab has too many negative reinforcements, and the span is not large. The structure of the beam-slab floor needs higher beams, so it takes up too much space, has a large self-weight, a small span, and a small bearing capacity, which are the existing problems of the prior art. Invention content: [0003] The object of the present invention is to provide a processing method of concrete honeycomb floor and...

AI Technical Summary

Problems solved by technology

The structure of the beam-slab floor needs higher beams, so it takes up too much space, has a large self-weight, a small span, and a small bearing capacity. This is the problem in the prior art.

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