Assembled form-removal-free steel bar truss floor support plate

Abstract

The invention discloses an assembled form-removal-free steel bar truss floor support plate. Each floor unit comprises a concrete bottom plate, a steel bar truss and a connecting piece, wherein the steel bar truss is connected with one surface of the concrete bottom plate through the connecting piece, a decorative layer is arranged on the other surface of the concrete bottom plate, and the end parts of the decorative layers of the adjacent floor units are staggered with the end parts of the concrete bottom plates. The concrete bottom plates are adopted as formworks for pouring concrete during construction, and do not need to be removed after construction is completed, so that the construction period is shortened, and the construction cost is reduced; and meanwhile, the mechanical property of the concrete bottom plates is good, the concrete bottom plates can be used as a part of a floor structure, and are stressed cooperatively with concrete of an upper cast-in-place structure layer, so that the thickness of a floor plate can be reduced, the use amount of upper cast-in-place concrete and truss steel bars is reduced, and the floor clearance is increased. The end parts of the decorative layers of the adjacent floor units are staggered with the end parts of the concrete bottom plates, so that the decorative layers of the adjacent plate ends can be overlapped and meshed with the concrete bottom plates when the floor support plates are laid in the construction stage, and slurry leakage is effectively avoided.

Description

technical field [0001] The invention relates to the field of civil buildings, in particular to an assembled formwork-free reinforced truss floor deck. Background technique [0002] With the development of prefabricated buildings, reinforced truss concrete laminated floors are usually used in the construction of civil building floor systems, that is, the lower half of the steel trusses and concrete are poured together to make prefabricated concrete slabs, and the post-cast concrete is poured during use. , and finally form a concrete laminated floor. The disadvantages of this type of board are: the maximum span is small, which cannot meet the increasingly large span of the living room of the civil residence, and the span of the building is limited; the thickness of the floor slab and the cost, construction difficulty and overall cost of the floor are limited by the increase of the span. Also thereupon greatly improved; Self-heavy, transportation and installation inconvenience...

AI Technical Summary

Problems solved by technology

The disadvantages of this type of board are: the maximum span is small, which cannot meet the increasingly large span of the living room in residential houses, and the span of the building is limited; the increase in the span increases the thickness and cost of the floor slab, construction difficulty and the overall cost of the floor. It has also been greatly improved; it is heavy, and it is inconvenient to transport and install

However, the installation process of the detachable reinforced truss floor deck is relatively cumbersome, with many quality control points, slow construction speed, and a protective formwork removal process after pouring, resulting in high construction costs

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