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Prefabricated steel bar truss combined floor and splicing method thereof
The invention relates to a prefabricated steel bar truss combined floor and a splicing method thereof. The prefabricated steel bar truss combined floor is characterized by comprising a bottom board and poured layers, wherein the bottom board is formed by assembling prefabricated boards, the poured layers are poured on the bottom board and in gaps between prefabricated board splicing seams, and prefabricated boards I or prefabricated boards II are adopted as the prefabricated boards. Compared with the prior art, the prefabricated steel bar truss combined floor has the advantages that the prefabricated steel bar truss combined floor comprises the bottom board formed by assembling the prefabricated boards and the poured layers poured on the bottom board and in the gaps between the prefabricated board splicing seams, and light-weight aggregate concrete can be adopted as poured concrete, so that the weight of the overall structure is reduced, the foundation construction cost is lowered, the seismic performance of a building structure is improved, and high carrying capacity is achieved; prefabricated construction can be achieved, so that the construction period is greatly shortened, and construction is convenient; bottom steel plates of the prefabricated boards are completely wrapped in the concrete in the prefabrication process, so that secondary treatment on the bottom steel plates is not needed.
Prefabricated steel bar truss combined floor and splicing method thereof
The invention relates to a prefabricated steel bar truss combined floor and a splicing method thereof. The prefabricated steel bar truss combined floor is characterized by comprising a bottom board and poured layers, wherein the bottom board is formed by assembling prefabricated boards, the poured layers are poured on the bottom board and in gaps between prefabricated board splicing seams, and prefabricated boards I or prefabricated boards II are adopted as the prefabricated boards. Compared with the prior art, the prefabricated steel bar truss combined floor has the advantages that the prefabricated steel bar truss combined floor comprises the bottom board formed by assembling the prefabricated boards and the poured layers poured on the bottom board and in the gaps between the prefabricated board splicing seams, and light-weight aggregate concrete can be adopted as poured concrete, so that the weight of the overall structure is reduced, the foundation construction cost is lowered, the seismic performance of a building structure is improved, and high carrying capacity is achieved; prefabricated construction can be achieved, so that the construction period is greatly shortened, and construction is convenient; bottom steel plates of the prefabricated boards are completely wrapped in the concrete in the prefabrication process, so that secondary treatment on the bottom steel plates is not needed.
Prefabricated steel bar truss combined floor and splicing method thereof
WANG XINTANG (Autor:in)
30.09.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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