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Concrete steel bar truss floor plate and construction method thereof
The invention relates to the technical field of buildings, in particular to a concrete steel bar truss floor plate and a construction method thereof.The concrete steel bar truss floor plate comprises a bottom plate, the bottom plate is formed by pouring concrete and fiber meshes, and a plurality of steel bar trusses are arranged on the upper surface of the bottom plate; after a plurality of groups of poured bottom plates are spliced, concrete is poured above the bottom plates, when the concrete above the bottom plates reaches a certain amount, water contained in the concrete enters the mounting pipes through the open holes, the flexible plates are driven to move outwards by means of water absorption expansion of the expansion structures, and the flexible plates are driven to move outwards. When the two adjacent flexible plates move outwards to a certain position, the two adjacent flexible plates make contact with each other, so that the sealing performance between the two bottom plates is guaranteed, it is further guaranteed that concrete is prevented from overflowing from the splicing position of the two bottom plates during concrete pouring, meanwhile, a water stop belt does not need to be manually arranged at the splicing position, the construction efficiency is improved, and the construction cost is reduced. And the concrete steel bar truss floor plates can be conveniently spliced.
本发明涉及建筑技术领域,具体的说是一种混凝土钢筋桁架楼层板及其施工方法,包括底板,所述底板由混凝土、纤维网片浇筑而成,所述底板的上表面设有若干组钢筋桁架;将若干组浇筑完成的底板拼接完成后,将混凝土浇筑在底板上方,当底板上方的混凝土到达一定量后,此时混凝土内含有的水体通过开孔进入到安装管内,依靠膨胀结构吸水膨胀带动柔性板向外移动,当相邻两组柔性板向外移动到一定位置后,两组相邻柔性板接触,从而保证两组底板之间的密封性,以此进一步地保证在浇筑混凝土时防止混凝土从两组底板的拼接处溢出,同时无需人工在拼接处设置止水带,提高施工效率,以及便于对混凝土钢筋桁架楼层板进行拼接。
Concrete steel bar truss floor plate and construction method thereof
The invention relates to the technical field of buildings, in particular to a concrete steel bar truss floor plate and a construction method thereof.The concrete steel bar truss floor plate comprises a bottom plate, the bottom plate is formed by pouring concrete and fiber meshes, and a plurality of steel bar trusses are arranged on the upper surface of the bottom plate; after a plurality of groups of poured bottom plates are spliced, concrete is poured above the bottom plates, when the concrete above the bottom plates reaches a certain amount, water contained in the concrete enters the mounting pipes through the open holes, the flexible plates are driven to move outwards by means of water absorption expansion of the expansion structures, and the flexible plates are driven to move outwards. When the two adjacent flexible plates move outwards to a certain position, the two adjacent flexible plates make contact with each other, so that the sealing performance between the two bottom plates is guaranteed, it is further guaranteed that concrete is prevented from overflowing from the splicing position of the two bottom plates during concrete pouring, meanwhile, a water stop belt does not need to be manually arranged at the splicing position, the construction efficiency is improved, and the construction cost is reduced. And the concrete steel bar truss floor plates can be conveniently spliced.
本发明涉及建筑技术领域,具体的说是一种混凝土钢筋桁架楼层板及其施工方法,包括底板,所述底板由混凝土、纤维网片浇筑而成,所述底板的上表面设有若干组钢筋桁架;将若干组浇筑完成的底板拼接完成后,将混凝土浇筑在底板上方,当底板上方的混凝土到达一定量后,此时混凝土内含有的水体通过开孔进入到安装管内,依靠膨胀结构吸水膨胀带动柔性板向外移动,当相邻两组柔性板向外移动到一定位置后,两组相邻柔性板接触,从而保证两组底板之间的密封性,以此进一步地保证在浇筑混凝土时防止混凝土从两组底板的拼接处溢出,同时无需人工在拼接处设置止水带,提高施工效率,以及便于对混凝土钢筋桁架楼层板进行拼接。
Concrete steel bar truss floor plate and construction method thereof
一种混凝土钢筋桁架楼层板及其施工方法
DING LINQING (author) / ZHAO YANJIE (author) / ZHANG DEYONG (author) / DING YULONG (author) / YU BINGKAI (author) / WANG YANRUI (author)
2025-01-17
Patent
Electronic Resource
Chinese
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