Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated profile steel confined concrete shear wall structure
The invention discloses a fabricated profile steel confined concrete shear wall structure. A lower shear wall unit is connected with an upper shear wall unit through a first connecting piece, and the lower shear wall unit is connected with a side shear wall unit through a second connecting piece. The lower shear wall unit, the upper shear wall unit and the side shear wall unit can be pre-machined in a part machining factory, the pre-machined lower shear wall unit, the pre-machined upper shear wall unit and the pre-machined side shear wall unit are transported to a mounting place and then assembled through the first connecting piece and the second connecting piece, and then concrete is poured to the fabricated shear wall unit. Compared with a traditional cast-in-place building structure construction method, on-site hoisting and combination are convenient, the operation time is shortened, on-site labor force is reduced, and the assembly efficiency is improved.
本发明公开了一种装配式型钢约束混凝土剪力墙结构，下剪力墙单元和上剪力墙单元之间通过第一连接件连接，下剪力墙单元和侧剪力墙单元之间通过第二连接件连接，下剪力墙单元、上剪力墙单元和侧剪力墙单元均可以在零件加工厂进行预加工，将预加工后的下剪力墙单元、上剪力墙单元和侧剪力墙单元运输到带安装地方然后通过第一连接连接件和第二连接件进行装配，然后对装配后的剪力墙单元进行浇筑混凝土，与传统的现浇建筑结构施工方法相比，现场吊装组合方便，节约了作业时间、减少现场劳动力提高装配效率。
Fabricated profile steel confined concrete shear wall structure
The invention discloses a fabricated profile steel confined concrete shear wall structure. A lower shear wall unit is connected with an upper shear wall unit through a first connecting piece, and the lower shear wall unit is connected with a side shear wall unit through a second connecting piece. The lower shear wall unit, the upper shear wall unit and the side shear wall unit can be pre-machined in a part machining factory, the pre-machined lower shear wall unit, the pre-machined upper shear wall unit and the pre-machined side shear wall unit are transported to a mounting place and then assembled through the first connecting piece and the second connecting piece, and then concrete is poured to the fabricated shear wall unit. Compared with a traditional cast-in-place building structure construction method, on-site hoisting and combination are convenient, the operation time is shortened, on-site labor force is reduced, and the assembly efficiency is improved.
本发明公开了一种装配式型钢约束混凝土剪力墙结构，下剪力墙单元和上剪力墙单元之间通过第一连接件连接，下剪力墙单元和侧剪力墙单元之间通过第二连接件连接，下剪力墙单元、上剪力墙单元和侧剪力墙单元均可以在零件加工厂进行预加工，将预加工后的下剪力墙单元、上剪力墙单元和侧剪力墙单元运输到带安装地方然后通过第一连接连接件和第二连接件进行装配，然后对装配后的剪力墙单元进行浇筑混凝土，与传统的现浇建筑结构施工方法相比，现场吊装组合方便，节约了作业时间、减少现场劳动力提高装配效率。
Fabricated profile steel confined concrete shear wall structure
一种装配式型钢约束混凝土剪力墙结构
LI XIAOHU (Autor:in) / LI GUANGHUI (Autor:in) / LI LEI (Autor:in) / WEN XIANGKE (Autor:in) / ZHOU ZHIYANG (Autor:in)
18.05.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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