Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Damper deformation amplification self-resetting energy dissipation damping system, reinforced steel frame structure and assembly method of reinforced steel frame structure
The invention discloses a damper deformation amplification self-resetting energy dissipation damping system, a reinforced steel frame structure and an assembly method of the reinforced steel frame structure. The damper deformation amplification self-resetting energy dissipation damping system comprises a central support, two extended rigid frames and self-resetting viscous dampers. The two expansion rigid frames are hinged to the two sides of the central support, the two expansion rigid frames and the central support jointly form a structural surface, and the hinged rotating surface is consistent with the structural surface; the central bracket comprises a central bracket cross beam and two central bracket arms, the upper ends of the two central bracket arms are connected to the two sides of a lower flange of the central bracket cross beam, and the lower ends of the two central bracket arms are close to each other and are connected through a bracket arm connecting piece to form a V shape; the self-resetting viscous damper is connected between the side face of the support arm connecting piece and the expansion rigid frame. And good self-resetting and energy-dissipating capacity can be achieved when large interlayer displacement does not need to happen.
本发明公开了一种阻尼器变形放大自复位耗能减震系统、加固钢框架结构及其装配方法，包括中央支架，两个扩展刚性框架和自复位黏滞阻尼器；两个扩展刚性框架铰接在中央支架两侧，三者共同构成结构面，铰接的转动面与结构面一致；中央支架包括中央支架横梁和两根中央支架臂，两根中央支架臂上端连接在中央支架横梁下翼缘两侧，两根中央支架臂下端相互靠近且通过支架臂连接件连接组成V字型；自复位黏滞阻尼器连接在支架臂连接件侧面与扩展刚性框架之间。无需发生较大层间位移时即可拥有较好的自复位和耗能能力。
Damper deformation amplification self-resetting energy dissipation damping system, reinforced steel frame structure and assembly method of reinforced steel frame structure
The invention discloses a damper deformation amplification self-resetting energy dissipation damping system, a reinforced steel frame structure and an assembly method of the reinforced steel frame structure. The damper deformation amplification self-resetting energy dissipation damping system comprises a central support, two extended rigid frames and self-resetting viscous dampers. The two expansion rigid frames are hinged to the two sides of the central support, the two expansion rigid frames and the central support jointly form a structural surface, and the hinged rotating surface is consistent with the structural surface; the central bracket comprises a central bracket cross beam and two central bracket arms, the upper ends of the two central bracket arms are connected to the two sides of a lower flange of the central bracket cross beam, and the lower ends of the two central bracket arms are close to each other and are connected through a bracket arm connecting piece to form a V shape; the self-resetting viscous damper is connected between the side face of the support arm connecting piece and the expansion rigid frame. And good self-resetting and energy-dissipating capacity can be achieved when large interlayer displacement does not need to happen.
本发明公开了一种阻尼器变形放大自复位耗能减震系统、加固钢框架结构及其装配方法，包括中央支架，两个扩展刚性框架和自复位黏滞阻尼器；两个扩展刚性框架铰接在中央支架两侧，三者共同构成结构面，铰接的转动面与结构面一致；中央支架包括中央支架横梁和两根中央支架臂，两根中央支架臂上端连接在中央支架横梁下翼缘两侧，两根中央支架臂下端相互靠近且通过支架臂连接件连接组成V字型；自复位黏滞阻尼器连接在支架臂连接件侧面与扩展刚性框架之间。无需发生较大层间位移时即可拥有较好的自复位和耗能能力。
Damper deformation amplification self-resetting energy dissipation damping system, reinforced steel frame structure and assembly method of reinforced steel frame structure
一种阻尼器变形放大自复位耗能减震系统、加固钢框架结构及其装配方法
LIAN MING (Autor:in) / WANG ZHENGCHUAN (Autor:in) / ZHOU YUHAO (Autor:in)
31.05.2024
Patent
Elektronische Ressource
Chinesisch
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