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Steel MiC structure system with buckling-restrained energy dissipation support
The invention relates to a steel MiC structure system with buckling-restrained energy dissipation braces, which comprises a plurality of steel structure module units which are sequentially connected from top to bottom, each steel structure module unit comprises a first buckling-restrained brace module, a second buckling-restrained brace module and a support-free module; the first buckling-restrained brace module is installed on the top of the second buckling-restrained brace module, and the non-support modules are installed on the two sides of the first buckling-restrained brace module and the two sides of the second buckling-restrained brace module respectively. The steel MiC structure system has the beneficial effects that the steel MiC structure system with the buckling-restrained energy dissipation support can reduce the adverse effect of the earthquake response of a high-intensity area on a modular building, reduces the sectional dimension of the structure so as to increase the indoor usable area of the building and reduce the construction cost of the structure, and is simple in structure and convenient to construct.
本发明涉及一种带防屈曲约束耗能支撑的钢MiC结构体系,其中,包括多个由上到下依次连接的钢结构模块单元;所述钢结构模块单元包括第一防屈曲约束支撑模块、第二防屈曲约束支撑模块和无支撑模块;所述第一防屈曲约束支撑模块安装于所述第二防屈曲约束支撑模块的顶部,所述无支撑模块分别安装于所述第一防屈曲约束支撑模块和所述第二防屈曲约束支撑模块的两侧。其有益效果是,该带防屈曲约束耗能支撑的钢MiC结构体系能够降低高烈度区地震反应对模块化建筑的不利影响,减小件构的截面尺寸,以增大建筑室内使用面积,降低结构造价,并且其结构简单,施工便捷。
Steel MiC structure system with buckling-restrained energy dissipation support
The invention relates to a steel MiC structure system with buckling-restrained energy dissipation braces, which comprises a plurality of steel structure module units which are sequentially connected from top to bottom, each steel structure module unit comprises a first buckling-restrained brace module, a second buckling-restrained brace module and a support-free module; the first buckling-restrained brace module is installed on the top of the second buckling-restrained brace module, and the non-support modules are installed on the two sides of the first buckling-restrained brace module and the two sides of the second buckling-restrained brace module respectively. The steel MiC structure system has the beneficial effects that the steel MiC structure system with the buckling-restrained energy dissipation support can reduce the adverse effect of the earthquake response of a high-intensity area on a modular building, reduces the sectional dimension of the structure so as to increase the indoor usable area of the building and reduce the construction cost of the structure, and is simple in structure and convenient to construct.
本发明涉及一种带防屈曲约束耗能支撑的钢MiC结构体系,其中,包括多个由上到下依次连接的钢结构模块单元;所述钢结构模块单元包括第一防屈曲约束支撑模块、第二防屈曲约束支撑模块和无支撑模块;所述第一防屈曲约束支撑模块安装于所述第二防屈曲约束支撑模块的顶部,所述无支撑模块分别安装于所述第一防屈曲约束支撑模块和所述第二防屈曲约束支撑模块的两侧。其有益效果是,该带防屈曲约束耗能支撑的钢MiC结构体系能够降低高烈度区地震反应对模块化建筑的不利影响,减小件构的截面尺寸,以增大建筑室内使用面积,降低结构造价,并且其结构简单,施工便捷。
Steel MiC structure system with buckling-restrained energy dissipation support
一种带防屈曲约束耗能支撑的钢MiC结构体系
CHEN CHAOJUN (Autor:in) / ZHANG ZHEN (Autor:in) / WANG QIONG (Autor:in) / ZHAO BAOJUN (Autor:in) / ZHANG ZONGJUN (Autor:in) / ZHANG JIAYI (Autor:in) / YAN CHEN (Autor:in) / DING TAO (Autor:in)
26.05.2023
Patent
Elektronische Ressource
Chinesisch
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