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Fabricated beam-column rigid connection joint and construction method thereof
The invention relates to the technical field of fabricated buildings, and provides a fabricated beam-column rigid connection joint and a construction method thereof. The fabricated beam-column rigid connection joint comprises a prefabricated part, a cast-in-place part, a connection steel member and a connection piece; the prefabricated part comprises a prefabricated column and a groove-shaped beam; the connecting steel member comprises a steel corbel, an embedded part and a column foot steel member; the steel corbel is fixed to the top of the lower column. One end of the embedded part is embedded in the channel beam, and the other end of the embedded part is connected with the steel corbel; the channel beams are erected on the steel corbels; the column foot steel member surrounds the periphery of the upper column; the cast-in-place part comprises a beam cast-in-place area and a column cast- The concrete of the beam cast-in-place area is poured at the top of the groove-shaped beam and forms a superposed beam with the groove-shaped beam; the concrete of the beam cast-in-place area further wraps a part of the column foot steel member; and the concrete of the column cast-in-place area wraps the other part of the column foot steel member and surrounds the periphery of the upper column. The overall rigidity of the joint is increased through the connecting steel members, and the joint is simple in structure and convenient to construct.
本申请涉及装配建筑技术领域,提供了一种装配式梁柱刚性连接节点及其施工方法,包括:预制部分、现浇部分、连接钢构件以及连接件;预制部分包括预制柱和槽型梁;连接钢构件包括钢牛腿、预埋件和柱脚钢构件;钢牛腿固定于下柱的顶部;预埋件的一端预埋于槽型梁的内部,另一端与钢牛腿连接;槽型梁搭设在钢牛腿上;柱脚钢构件包围在上柱的周围;现浇部分包括梁现浇区和柱现浇区;梁现浇区的混凝土浇筑在槽型梁的顶部,与槽型梁组成叠合梁;梁现浇区的混凝土还包裹一部分柱脚钢构件;柱现浇区的混凝土包裹另一部分柱脚钢构件,且包围在上柱的周围。该节点通过连接钢构件增大了节点整体刚度,且节点构造简单,施工方便。
Fabricated beam-column rigid connection joint and construction method thereof
The invention relates to the technical field of fabricated buildings, and provides a fabricated beam-column rigid connection joint and a construction method thereof. The fabricated beam-column rigid connection joint comprises a prefabricated part, a cast-in-place part, a connection steel member and a connection piece; the prefabricated part comprises a prefabricated column and a groove-shaped beam; the connecting steel member comprises a steel corbel, an embedded part and a column foot steel member; the steel corbel is fixed to the top of the lower column. One end of the embedded part is embedded in the channel beam, and the other end of the embedded part is connected with the steel corbel; the channel beams are erected on the steel corbels; the column foot steel member surrounds the periphery of the upper column; the cast-in-place part comprises a beam cast-in-place area and a column cast- The concrete of the beam cast-in-place area is poured at the top of the groove-shaped beam and forms a superposed beam with the groove-shaped beam; the concrete of the beam cast-in-place area further wraps a part of the column foot steel member; and the concrete of the column cast-in-place area wraps the other part of the column foot steel member and surrounds the periphery of the upper column. The overall rigidity of the joint is increased through the connecting steel members, and the joint is simple in structure and convenient to construct.
本申请涉及装配建筑技术领域,提供了一种装配式梁柱刚性连接节点及其施工方法,包括:预制部分、现浇部分、连接钢构件以及连接件;预制部分包括预制柱和槽型梁;连接钢构件包括钢牛腿、预埋件和柱脚钢构件;钢牛腿固定于下柱的顶部;预埋件的一端预埋于槽型梁的内部,另一端与钢牛腿连接;槽型梁搭设在钢牛腿上;柱脚钢构件包围在上柱的周围;现浇部分包括梁现浇区和柱现浇区;梁现浇区的混凝土浇筑在槽型梁的顶部,与槽型梁组成叠合梁;梁现浇区的混凝土还包裹一部分柱脚钢构件;柱现浇区的混凝土包裹另一部分柱脚钢构件,且包围在上柱的周围。该节点通过连接钢构件增大了节点整体刚度,且节点构造简单,施工方便。
Fabricated beam-column rigid connection joint and construction method thereof
一种装配式梁柱刚性连接节点及其施工方法
ZHOU ZHONGYU (author) / LOU TIANYI (author) / LU ZHENG (author) / CHEN YU (author)
2024-10-22
Patent
Electronic Resource
Chinese
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