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A platform for research: civil engineering, architecture and urbanism
Multi-cavity steel plate-concrete composite shear wall and assembling method thereof
The invention discloses a multi-cavity steel plate-concrete composite shear wall and an assembling method thereof, and relates to a multi-cavity steel plate. In order to overcome the defects in the prior art, the invention provides the multi-cavity steel plate-concrete composite shear wall which is simple in structure and convenient to construct and the assembling method thereof. The multi-cavitysteel plate-concrete composite shear wall comprises two panels, wherein the two panels are arranged in parallel. The multi-cavity steel plate-concrete composite shear wall further comprises a plurality of rib plate assemblies, wherein the inner side surfaces of the two panels are connected through the plurality of rib plate assemblies; and the plurality of rib plate assemblies are arranged at equal intervals in the length direction of the panels. The structure and the construction method thereof are simple and effective, can be used in the multi-cavity steel plate-concrete composite shear wall, and have relatively wide application prospects. The invention belongs to the technical field of structural engineering.
一种多腔钢板‑混凝土组合剪力墙及其装配方法，本发明涉及一种多腔钢板，本发明为了解决现有技术的不足，进而提出一种构造简单、施工方便的一种多腔钢板‑混凝土组合剪力墙及其装配方法。本发明包括两个面板，两个面板平行设置，所述多腔钢板‑混凝土组合剪力墙还包括多个肋板组件，两个面板的内侧面通过多个所述肋板组件连接，多个肋板组件沿面板的长度方向等间距布置。本发明的结构及其施工方法简单有效，可用于多腔钢板‑混凝土组合剪力墙中，具有较为广阔的应用前景。本发明属于结构工程技术领域。
Multi-cavity steel plate-concrete composite shear wall and assembling method thereof
The invention discloses a multi-cavity steel plate-concrete composite shear wall and an assembling method thereof, and relates to a multi-cavity steel plate. In order to overcome the defects in the prior art, the invention provides the multi-cavity steel plate-concrete composite shear wall which is simple in structure and convenient to construct and the assembling method thereof. The multi-cavitysteel plate-concrete composite shear wall comprises two panels, wherein the two panels are arranged in parallel. The multi-cavity steel plate-concrete composite shear wall further comprises a plurality of rib plate assemblies, wherein the inner side surfaces of the two panels are connected through the plurality of rib plate assemblies; and the plurality of rib plate assemblies are arranged at equal intervals in the length direction of the panels. The structure and the construction method thereof are simple and effective, can be used in the multi-cavity steel plate-concrete composite shear wall, and have relatively wide application prospects. The invention belongs to the technical field of structural engineering.
一种多腔钢板‑混凝土组合剪力墙及其装配方法，本发明涉及一种多腔钢板，本发明为了解决现有技术的不足，进而提出一种构造简单、施工方便的一种多腔钢板‑混凝土组合剪力墙及其装配方法。本发明包括两个面板，两个面板平行设置，所述多腔钢板‑混凝土组合剪力墙还包括多个肋板组件，两个面板的内侧面通过多个所述肋板组件连接，多个肋板组件沿面板的长度方向等间距布置。本发明的结构及其施工方法简单有效，可用于多腔钢板‑混凝土组合剪力墙中，具有较为广阔的应用前景。本发明属于结构工程技术领域。
Multi-cavity steel plate-concrete composite shear wall and assembling method thereof
一种多腔钢板-混凝土组合剪力墙及其装配方法
ZHANG WENYUAN (author) / WANG KE (author) / DING YUKUN (author) / CHEN YONG (author)
2020-12-18
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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