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Self-resetting steel-reinforced concrete frame with swinging wall and assembly method of self-resetting steel-reinforced concrete frame
The invention discloses a self-resetting steel reinforced concrete frame with a swing wall and an assembly method thereof. Compared with a traditional reinforced concrete structure, the steel-reinforced concrete structure has the advantages of being large in bearing capacity, large in rigidity, good in anti-seismic performance and the like. The system comprises three parts, namely steel-reinforced concrete frames on the left side and the right side and a swing wall YBQ in the middle, wherein the steel-reinforced concrete frames on the left side and the right side comprise two steel-reinforced concrete columns and two steel-reinforced concrete beams; the steel-reinforced concrete column is connected with the steel-reinforced concrete beam through the beam-column joint LJD; the swing wall YBQ is connected with the frames on the two sides through the four flexible supports ZC. A column base joint ZJD is arranged at the bottom of the steel-reinforced concrete column and connected with a foundation through a foundation bolt. Under a horizontal earthquake, the swing column, the energy dissipation beam column joint and the swing wall act together, the anti-seismic capacity and the self-resetting capacity of the structure can be greatly improved, and meanwhile the energy dissipation joint is easy to install and can also be replaced after being damaged.
本发明公开了一种带摇摆墙的自复位钢骨混凝土框架及其装配方法。钢骨混凝土结构较传统的钢筋混凝土结构，具有承载力大、刚度大、抗震性能好等优点。本发明包括左右两边的钢骨混凝土框架和中间的摇摆墙YBQ三个部分，左右两边的钢骨混凝土框架包括两个钢骨混凝土柱和两个钢骨混凝土梁；钢骨混凝土柱通过梁柱节点LJD与钢骨混凝土梁连接；摇摆墙YBQ通过四个柔性支撑ZC与两边的框架连接；钢骨混凝土柱底部设置柱脚节点ZJD，柱脚节点ZJD通过地脚螺栓与基础连接。本发明在水平地震下，摇摆柱、耗能梁柱节点、摇摆墙共同作用，能够极大的提高结构的抗震能力和自复位能力，同时耗能节点易安装，在节点破坏后亦可进行更换。
Self-resetting steel-reinforced concrete frame with swinging wall and assembly method of self-resetting steel-reinforced concrete frame
The invention discloses a self-resetting steel reinforced concrete frame with a swing wall and an assembly method thereof. Compared with a traditional reinforced concrete structure, the steel-reinforced concrete structure has the advantages of being large in bearing capacity, large in rigidity, good in anti-seismic performance and the like. The system comprises three parts, namely steel-reinforced concrete frames on the left side and the right side and a swing wall YBQ in the middle, wherein the steel-reinforced concrete frames on the left side and the right side comprise two steel-reinforced concrete columns and two steel-reinforced concrete beams; the steel-reinforced concrete column is connected with the steel-reinforced concrete beam through the beam-column joint LJD; the swing wall YBQ is connected with the frames on the two sides through the four flexible supports ZC. A column base joint ZJD is arranged at the bottom of the steel-reinforced concrete column and connected with a foundation through a foundation bolt. Under a horizontal earthquake, the swing column, the energy dissipation beam column joint and the swing wall act together, the anti-seismic capacity and the self-resetting capacity of the structure can be greatly improved, and meanwhile the energy dissipation joint is easy to install and can also be replaced after being damaged.
本发明公开了一种带摇摆墙的自复位钢骨混凝土框架及其装配方法。钢骨混凝土结构较传统的钢筋混凝土结构，具有承载力大、刚度大、抗震性能好等优点。本发明包括左右两边的钢骨混凝土框架和中间的摇摆墙YBQ三个部分，左右两边的钢骨混凝土框架包括两个钢骨混凝土柱和两个钢骨混凝土梁；钢骨混凝土柱通过梁柱节点LJD与钢骨混凝土梁连接；摇摆墙YBQ通过四个柔性支撑ZC与两边的框架连接；钢骨混凝土柱底部设置柱脚节点ZJD，柱脚节点ZJD通过地脚螺栓与基础连接。本发明在水平地震下，摇摆柱、耗能梁柱节点、摇摆墙共同作用，能够极大的提高结构的抗震能力和自复位能力，同时耗能节点易安装，在节点破坏后亦可进行更换。
Self-resetting steel-reinforced concrete frame with swinging wall and assembly method of self-resetting steel-reinforced concrete frame
一种带摇摆墙的自复位钢骨混凝土框架及其装配方法
WANG DANNING (author) / SUN JIANLONG (author) / MA XIAOFEI (author) / ZHANG SHUANGCHENG (author) / ZHANG CHAOFAN (author) / HUANG YONGAN (author)
2025-01-17
Patent
Electronic Resource
Chinese
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