A platform for research: civil engineering, architecture and urbanism
Steel beam concrete shear wall connecting structure and construction method thereof
The invention discloses a steel beam concrete shear wall connecting structure and a construction method thereof. The steel beam concrete shear wall connecting structure comprises a concrete pouring body; the two side stand columns wrap the two ends of the concrete pouring body, the side stand columns are provided with toggle pins, a part of each side stand column forms a node section, and the node sections are provided with stiffening plates; the middle stand column is arranged in the middle of the concrete pouring body, the middle stand column is provided with studs, and the concrete pouring body is divided into two concrete sub-bodies by a web plate of the middle stand column; the split bolts comprise a plurality of side column bolts and a plurality of middle column bolts, the side column bolts are connected with the two side plates of the side stand columns respectively, and the middle column bolts are connected with the two side plates of the middle stand columns respectively; the two reinforcement cage assemblies are poured into the two concrete sub-bodies; and the plurality of overhanging steel beams are arranged on the side upright posts and the middle upright posts. The steel beam concrete shear wall connecting structure has the advantages of being good in mechanical property, convenient to construct and the like.
本发明公开了一种钢梁混凝土剪力墙连接构造及其施工方法,钢梁混凝土剪力墙连接构造包括:混凝土浇筑体;两个边立柱,两个边立柱包覆混凝土浇筑体两端,边立柱设有栓钉,边立柱的一部分形成为节点段,节点段设有加劲板;中立柱,中立柱设在混凝土浇筑体中部,中立柱设有栓钉,中立柱的腹板将混凝土浇筑体分隔为两个混凝土子体;多个对拉螺栓,包括多个边柱螺栓和多个中柱螺栓,边柱螺栓分别与边立柱的两个侧板相连,中柱螺栓分别与中立柱的两个侧板相连;两个钢筋笼组件,两个钢筋笼组件浇筑在两个混凝土子体内;多个外伸钢梁,多个外伸钢梁设在边立柱和中立柱上。根据本发明实施例的钢梁混凝土剪力墙连接构造具有力学性能好、施工方便等优点。
Steel beam concrete shear wall connecting structure and construction method thereof
The invention discloses a steel beam concrete shear wall connecting structure and a construction method thereof. The steel beam concrete shear wall connecting structure comprises a concrete pouring body; the two side stand columns wrap the two ends of the concrete pouring body, the side stand columns are provided with toggle pins, a part of each side stand column forms a node section, and the node sections are provided with stiffening plates; the middle stand column is arranged in the middle of the concrete pouring body, the middle stand column is provided with studs, and the concrete pouring body is divided into two concrete sub-bodies by a web plate of the middle stand column; the split bolts comprise a plurality of side column bolts and a plurality of middle column bolts, the side column bolts are connected with the two side plates of the side stand columns respectively, and the middle column bolts are connected with the two side plates of the middle stand columns respectively; the two reinforcement cage assemblies are poured into the two concrete sub-bodies; and the plurality of overhanging steel beams are arranged on the side upright posts and the middle upright posts. The steel beam concrete shear wall connecting structure has the advantages of being good in mechanical property, convenient to construct and the like.
本发明公开了一种钢梁混凝土剪力墙连接构造及其施工方法,钢梁混凝土剪力墙连接构造包括:混凝土浇筑体;两个边立柱,两个边立柱包覆混凝土浇筑体两端,边立柱设有栓钉,边立柱的一部分形成为节点段,节点段设有加劲板;中立柱,中立柱设在混凝土浇筑体中部,中立柱设有栓钉,中立柱的腹板将混凝土浇筑体分隔为两个混凝土子体;多个对拉螺栓,包括多个边柱螺栓和多个中柱螺栓,边柱螺栓分别与边立柱的两个侧板相连,中柱螺栓分别与中立柱的两个侧板相连;两个钢筋笼组件,两个钢筋笼组件浇筑在两个混凝土子体内;多个外伸钢梁,多个外伸钢梁设在边立柱和中立柱上。根据本发明实施例的钢梁混凝土剪力墙连接构造具有力学性能好、施工方便等优点。
Steel beam concrete shear wall connecting structure and construction method thereof
钢梁混凝土剪力墙连接构造及其施工方法
ZHANG SHUANG (author) / ZHUANG LIANGDONG (author) / ZHOU ZHONGYU (author) / MENG JIAO (author) / SHANG LELE (author) / LU SHIJIE (author)
2024-07-05
Patent
Electronic Resource
Chinese
European Patent Office | 2020
|European Patent Office | 2020
|Connecting structure of steel reinforced concrete beam and shear wall
European Patent Office | 2023
|Prefabricated concrete ground beam-shear wall connecting joint and construction method thereof
European Patent Office | 2021
|European Patent Office | 2015
|