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 correspondingly arranged on the end faces of the two adjacent sides of the first bearing column and the end faces of the two opposite sides of the second bearing column, platform connecting grooves are formed in the connecting platforms, the connecting platforms of the first bearing column and the second bearing column are in lap joint with a main beam, and a first prefabricated shear wall, a second prefabricated shear wall and a third 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 concrete shear wall is combined with a fabricated process, 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, joint connection is not reliable enough and the like are effectively solved, so that the reliability of joint connection is guaranteed.
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，所述装置包括承重柱一和承重柱二，所述承重柱一相邻两侧的端面上和所述承重柱二相对两侧的端面上分别设置有连接平台，所述连接平台上开设有平台连接槽，在所述承重柱一和承重柱二的连接平台上搭接有主梁，所述承重柱一、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、预制剪力墙二和预制剪力墙三。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 correspondingly arranged on the end faces of the two adjacent sides of the first bearing column and the end faces of the two opposite sides of the second bearing column, platform connecting grooves are formed in the connecting platforms, the connecting platforms of the first bearing column and the second bearing column are in lap joint with a main beam, and a first prefabricated shear wall, a second prefabricated shear wall and a third 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 concrete shear wall is combined with a fabricated process, 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, joint connection is not reliable enough and the like are effectively solved, so that the reliability of joint connection is guaranteed.
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，所述装置包括承重柱一和承重柱二，所述承重柱一相邻两侧的端面上和所述承重柱二相对两侧的端面上分别设置有连接平台，所述连接平台上开设有平台连接槽，在所述承重柱一和承重柱二的连接平台上搭接有主梁，所述承重柱一、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、预制剪力墙二和预制剪力墙三。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
装配式混凝土框架-剪力墙结构及其制备方法
2021-05-04
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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