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High-rise steel structure module building
The embodiment of the invention provides a high-rise steel structure module building. The high-rise steel structure module building comprises an energy dissipation shear wall, a steel structure module body, a connecting assembly and a plurality of steel structure module box bodies. The multiple steel structure module box bodies are stacked to form a steel structure module body, and the energy dissipation shear wall is arranged on the steel structure module body. Every two adjacent steel structure module box bodies are fixedly connected through a connecting assembly. The energy dissipation shear wall comprises a plurality of sub-wall bodies. The multiple sub-walls are continuously arranged from top to bottom, and every two adjacent sub-walls are rigidly connected through a connecting assembly. And each sub-wall body in the plurality of sub-wall bodies comprises a steel plate and a side column, and the steel plates and the side columns are connected with the steel structure module box body. According to the embodiment of the invention, the two adjacent sub-walls and the steel structure module box body are vertically connected through the connecting assemblies so as to ensure a continuous force transmission path, and under the combined action of the steel plates and the side columns, the overall lateral stiffness and energy consumption performance of the high-rise steel structure module are improved, and the structural height is increased.
本发明实施例提供了高层钢结构模块建筑,其包括耗能剪力墙、钢结构模块主体、连接组件以及若干钢结构模块箱体;若干钢结构模块箱体堆叠设置形成钢结构模块主体,耗能剪力墙设置在钢结构模块主体上;相邻的两个钢结构模块箱体之间通过连接组件固定连接;耗能剪力墙包括若干子墙体;若干子墙体自上而下连续设置且相邻两个子墙体之间通过连接组件刚性连接;若干子墙体中每一子墙体均包括钢板以及边柱,钢板以及边柱均与钢结构模块箱体连接。本发明的实施例,不仅通过连接组件竖向连接相邻两个子墙体以及钢结构模块箱体,以确保连续的传力路径,还在钢板和边柱的共同作用下,提高了高层钢结构模块整体的抗侧刚度和耗能性能,实现了结构高度的提升。
High-rise steel structure module building
The embodiment of the invention provides a high-rise steel structure module building. The high-rise steel structure module building comprises an energy dissipation shear wall, a steel structure module body, a connecting assembly and a plurality of steel structure module box bodies. The multiple steel structure module box bodies are stacked to form a steel structure module body, and the energy dissipation shear wall is arranged on the steel structure module body. Every two adjacent steel structure module box bodies are fixedly connected through a connecting assembly. The energy dissipation shear wall comprises a plurality of sub-wall bodies. The multiple sub-walls are continuously arranged from top to bottom, and every two adjacent sub-walls are rigidly connected through a connecting assembly. And each sub-wall body in the plurality of sub-wall bodies comprises a steel plate and a side column, and the steel plates and the side columns are connected with the steel structure module box body. According to the embodiment of the invention, the two adjacent sub-walls and the steel structure module box body are vertically connected through the connecting assemblies so as to ensure a continuous force transmission path, and under the combined action of the steel plates and the side columns, the overall lateral stiffness and energy consumption performance of the high-rise steel structure module are improved, and the structural height is increased.
本发明实施例提供了高层钢结构模块建筑,其包括耗能剪力墙、钢结构模块主体、连接组件以及若干钢结构模块箱体;若干钢结构模块箱体堆叠设置形成钢结构模块主体,耗能剪力墙设置在钢结构模块主体上;相邻的两个钢结构模块箱体之间通过连接组件固定连接;耗能剪力墙包括若干子墙体;若干子墙体自上而下连续设置且相邻两个子墙体之间通过连接组件刚性连接;若干子墙体中每一子墙体均包括钢板以及边柱,钢板以及边柱均与钢结构模块箱体连接。本发明的实施例,不仅通过连接组件竖向连接相邻两个子墙体以及钢结构模块箱体,以确保连续的传力路径,还在钢板和边柱的共同作用下,提高了高层钢结构模块整体的抗侧刚度和耗能性能,实现了结构高度的提升。
High-rise steel structure module building
高层钢结构模块建筑
WANG ZHEN (author) / CHEN JIE (author) / GUO LANHUI (author) / XU HANG (author) / WU BO (author) / LENG HANYU (author) / LI HUAKUN (author) / HUANG ZHANHUI (author)
2024-12-27
Patent
Electronic Resource
Chinese
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