Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete MiC structure system with dampers and buckling-restrained braces
The invention relates to a concrete MiC structure system with dampers and buckling-restrained braces. The concrete MiC structure system comprises a plurality of concrete module units which are sequentially connected from top to bottom. Each concrete module unit comprises at least two prefabricated modules, and the two prefabricated modules are fixedly connected through cast-in-place concrete; the prefabricated module comprises a damper prefabricated partition wall, a buckling-restrained brace prefabricated partition wall and two unsupported prefabricated partition walls; the damper prefabricated partition wall and the buckling-restrained brace prefabricated partition wall are arranged in parallel, and the two unsupported prefabricated partition walls are arranged between the damper prefabricated partition wall and the buckling-restrained brace prefabricated partition wall; the buckling-restrained brace prefabricated partition walls of the two prefabricated modules are fixedly connected through cast-in-place concrete. The concrete MiC structure system has the advantages that the concrete MiC structure system with the energy dissipation metal plates and the buckling-restrained braces can meet the requirement of high-intensity areas for structural seismic resistance, the section size of a component does not need to be increased, the building cost is reduced, and the concrete MiC structure system is simple in structure and convenient and fast to construct.
本发明涉及一种带阻尼器及防屈曲支撑的混凝土MiC结构体系，包括多个由上到下依次连接的混凝土模块单元；混凝土模块单元包括至少两个预制模块，两个预制模块之间通过现浇混凝土固定连接；预制模块包括阻尼器预制隔墙、防屈曲支撑预制隔墙以及两个无支撑预制隔墙；阻尼器预制隔墙和防屈曲支撑预制隔墙平行设置，两个无支撑预制隔墙设于阻尼器预制隔墙和防屈曲支撑预制隔墙之间；两个预制模块的防屈曲支撑预制隔墙通过现浇混凝土固定连接。其有益效果是，该带耗能金属板及防屈曲支撑的混凝土MiC结构体系能够满足高烈度地区对结构抗震的要求，无需增大构件的截面尺寸，降低了建筑成本，并且其结构简单，施工便捷。
Concrete MiC structure system with dampers and buckling-restrained braces
The invention relates to a concrete MiC structure system with dampers and buckling-restrained braces. The concrete MiC structure system comprises a plurality of concrete module units which are sequentially connected from top to bottom. Each concrete module unit comprises at least two prefabricated modules, and the two prefabricated modules are fixedly connected through cast-in-place concrete; the prefabricated module comprises a damper prefabricated partition wall, a buckling-restrained brace prefabricated partition wall and two unsupported prefabricated partition walls; the damper prefabricated partition wall and the buckling-restrained brace prefabricated partition wall are arranged in parallel, and the two unsupported prefabricated partition walls are arranged between the damper prefabricated partition wall and the buckling-restrained brace prefabricated partition wall; the buckling-restrained brace prefabricated partition walls of the two prefabricated modules are fixedly connected through cast-in-place concrete. The concrete MiC structure system has the advantages that the concrete MiC structure system with the energy dissipation metal plates and the buckling-restrained braces can meet the requirement of high-intensity areas for structural seismic resistance, the section size of a component does not need to be increased, the building cost is reduced, and the concrete MiC structure system is simple in structure and convenient and fast to construct.
本发明涉及一种带阻尼器及防屈曲支撑的混凝土MiC结构体系，包括多个由上到下依次连接的混凝土模块单元；混凝土模块单元包括至少两个预制模块，两个预制模块之间通过现浇混凝土固定连接；预制模块包括阻尼器预制隔墙、防屈曲支撑预制隔墙以及两个无支撑预制隔墙；阻尼器预制隔墙和防屈曲支撑预制隔墙平行设置，两个无支撑预制隔墙设于阻尼器预制隔墙和防屈曲支撑预制隔墙之间；两个预制模块的防屈曲支撑预制隔墙通过现浇混凝土固定连接。其有益效果是，该带耗能金属板及防屈曲支撑的混凝土MiC结构体系能够满足高烈度地区对结构抗震的要求，无需增大构件的截面尺寸，降低了建筑成本，并且其结构简单，施工便捷。
Concrete MiC structure system with dampers and buckling-restrained braces
一种带阻尼器及防屈曲支撑的混凝土MiC结构体系
ZHAO BAOJUN (Autor:in) / WANG QIONG (Autor:in) / CHEN CHAOJUN (Autor:in) / ZHANG JIAYI (Autor:in) / ZHANG ZHEN (Autor:in) / YAN CHEN (Autor:in) / DING TAO (Autor:in)
23.05.2023
Patent
Elektronische Ressource
Chinesisch
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