A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates to a fabricated concrete frame-shear wall structure and a preparation method thereof. The fabricated concrete frame-shear wall structure comprises a first bearing column and a second bearing column, connecting platforms are arranged on the end faces, facing each other, of the first bearing column and the second bearing column, and platform connecting grooves are formed in the connecting platforms; and the connecting platforms of the first bearing column and the second bearing column are in a lap joint with a main beam, T-shaped clamping tenons are arranged on the two end parts, facing the end faces of the connecting platforms, of the main beam, the T-shaped clamping tenons are embedded in the platform connecting grooves, and a first prefabricated shear wall and a second prefabricated shear wall are installed in a mouth-shaped structure formed by enclosing the first bearing column, the second bearing column and the main beam. The fabricated degree is high, construction and installation are convenient, the concrete shear wall and the fabricated technology are combined, the rigidity of the concrete shear wall is guaranteed, meanwhile, batch production and on-site assembly are facilitated, the on-site construction efficiency is improved, and the problems that in fabricated connection, assembly positioning is difficult, and joint connection is not reliable enough are effectively solved, so that the connection reliability at the joint is ensured.
本发明涉及一种装配式混凝土框架‑剪力墙结构及其制备方法，所述结构包括承重柱一和承重柱二，承重柱一和承重柱二朝向彼此的端面上设置有连接平台，连接平台上开设有平台连接槽，在承重柱一和承重柱二的连接平台上搭接有主梁，主梁两端部朝向连接平台端面设置有T形卡榫，T形卡榫嵌装于所述平台连接槽中，承重柱一、承重柱二及主梁之间围设形成的口形结构中安装有预制剪力墙一和预制剪力墙二。装配式程度高，施工安装方便，将混凝土剪力墙和装配式工艺相结合，在保证混凝土剪力墙刚度的同时实现了便于批量生产和现场拼装，提高了现场施工效率，并且有效解决装配式连接中拼装定位难、节点连接不够可靠等问题，从而保证了节点处连接的可靠性。
The invention relates to a fabricated concrete frame-shear wall structure and a preparation method thereof. The fabricated concrete frame-shear wall structure comprises a first bearing column and a second bearing column, connecting platforms are arranged on the end faces, facing each other, of the first bearing column and the second bearing column, and platform connecting grooves are formed in the connecting platforms; and the connecting platforms of the first bearing column and the second bearing column are in a lap joint with a main beam, T-shaped clamping tenons are arranged on the two end parts, facing the end faces of the connecting platforms, of the main beam, the T-shaped clamping tenons are embedded in the platform connecting grooves, and a first prefabricated shear wall and a second prefabricated shear wall are installed in a mouth-shaped structure formed by enclosing the first bearing column, the second bearing column and the main beam. The fabricated degree is high, construction and installation are convenient, the concrete shear wall and the fabricated technology are combined, the rigidity of the concrete shear wall is guaranteed, meanwhile, batch production and on-site assembly are facilitated, the on-site construction efficiency is improved, and the problems that in fabricated connection, assembly positioning is difficult, and joint connection is not reliable enough are effectively solved, so that the connection reliability at the joint is ensured.
本发明涉及一种装配式混凝土框架‑剪力墙结构及其制备方法，所述结构包括承重柱一和承重柱二，承重柱一和承重柱二朝向彼此的端面上设置有连接平台，连接平台上开设有平台连接槽，在承重柱一和承重柱二的连接平台上搭接有主梁，主梁两端部朝向连接平台端面设置有T形卡榫，T形卡榫嵌装于所述平台连接槽中，承重柱一、承重柱二及主梁之间围设形成的口形结构中安装有预制剪力墙一和预制剪力墙二。装配式程度高，施工安装方便，将混凝土剪力墙和装配式工艺相结合，在保证混凝土剪力墙刚度的同时实现了便于批量生产和现场拼装，提高了现场施工效率，并且有效解决装配式连接中拼装定位难、节点连接不够可靠等问题，从而保证了节点处连接的可靠性。
Fabricated concrete frame-shear wall structure and preparation method thereof
一种装配式混凝土框架-剪力墙结构及其制备方法
LIU YANG (author)
2021-05-04
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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