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Building bearing platform structure and construction method thereof
The invention relates to the field of building construction, in particular to a building bearing platform structure and a construction method thereof.The building bearing platform structure comprises a bearing platform body, a stand column and a plurality of pipe piles, and the bearing platform body is of a prefabricated reinforced concrete structure; a column connecting hole is formed in the top of the bearing platform body, a column connecting piece is arranged on the inner wall of the column connecting hole, one end of the column connecting piece is welded and fixedly connected to a column reinforcement cage used for being connected with a stand column, and the column connecting hole is filled with cast-in-place concrete. A plurality of pile splicing holes are formed in the bearing platform body and correspond to the pipe piles respectively, pile splicing pieces are arranged on the inner walls of the pile splicing holes, one ends of the pile splicing pieces are fixedly connected to pile reinforcement cages used for being connected with the pipe piles in a welded mode, and the pile splicing holes are filled with cast-in-place concrete. The method has the advantages that concrete consumed when the bearing platform is constructed on site is reduced, so that the wasted concrete is reduced, and the effect of saving resources is ensured.
本申请涉及建筑施工领域,尤其涉及一种建筑承台结构及其施工方法,其包括承台本体、立柱以及若干管桩,承台本体为预制钢筋混凝土结构;承台本体的顶部开设有接柱孔,接柱孔的内壁设置有接柱件,接柱件的一端焊接固定连接于用于连接立柱的柱钢筋笼,接柱孔内填充有现浇混凝土;承台本体开设有若干接桩孔,若干接桩孔分别与各管桩对应设置,接桩孔的内壁设置有接桩件,接桩件的一端焊接固定连接于用于连接管桩的桩钢筋笼,接桩孔内填充有现浇混凝土。本申请具有减少现场施工承台时消耗的混凝土,从而减少被浪费的混凝土,确保资源节约的效果。
Building bearing platform structure and construction method thereof
The invention relates to the field of building construction, in particular to a building bearing platform structure and a construction method thereof.The building bearing platform structure comprises a bearing platform body, a stand column and a plurality of pipe piles, and the bearing platform body is of a prefabricated reinforced concrete structure; a column connecting hole is formed in the top of the bearing platform body, a column connecting piece is arranged on the inner wall of the column connecting hole, one end of the column connecting piece is welded and fixedly connected to a column reinforcement cage used for being connected with a stand column, and the column connecting hole is filled with cast-in-place concrete. A plurality of pile splicing holes are formed in the bearing platform body and correspond to the pipe piles respectively, pile splicing pieces are arranged on the inner walls of the pile splicing holes, one ends of the pile splicing pieces are fixedly connected to pile reinforcement cages used for being connected with the pipe piles in a welded mode, and the pile splicing holes are filled with cast-in-place concrete. The method has the advantages that concrete consumed when the bearing platform is constructed on site is reduced, so that the wasted concrete is reduced, and the effect of saving resources is ensured.
本申请涉及建筑施工领域,尤其涉及一种建筑承台结构及其施工方法,其包括承台本体、立柱以及若干管桩,承台本体为预制钢筋混凝土结构;承台本体的顶部开设有接柱孔,接柱孔的内壁设置有接柱件,接柱件的一端焊接固定连接于用于连接立柱的柱钢筋笼,接柱孔内填充有现浇混凝土;承台本体开设有若干接桩孔,若干接桩孔分别与各管桩对应设置,接桩孔的内壁设置有接桩件,接桩件的一端焊接固定连接于用于连接管桩的桩钢筋笼,接桩孔内填充有现浇混凝土。本申请具有减少现场施工承台时消耗的混凝土,从而减少被浪费的混凝土,确保资源节约的效果。
Building bearing platform structure and construction method thereof
一种建筑承台结构及其施工方法
RONG GUOFENG (Autor:in) / TANG XIANGU (Autor:in) / MAO QUNGANG (Autor:in) / GAO JIANHUA (Autor:in)
02.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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