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A platform for research: civil engineering, architecture and urbanism
Fabricated double self-resetting-friction energy dissipation steel frame system
The invention relates to an assembly type double self-resetting-friction energy dissipation steel frame system which comprises steel columns, steel beams, first connecting devices, a supporting type self-resetting friction energy dissipation system and a shearing type self-resetting friction energy dissipation system. The first connecting device is located at the joint where the steel column and the steel beam are connected. The supporting type self-resetting friction energy dissipation system comprises an internal system, the internal system comprises a self-resetting system and an energy dissipation system, and the supporting type self-resetting friction energy dissipation system is diagonally arranged at the joint of a steel column and a steel beam through a first connecting device; the shear type self-resetting friction energy dissipation system comprises the damping system and a self-resetting connecting piece. The shear type self-resetting friction energy dissipation system is arranged in the steel columns and connected with the upper steel column and the lower steel column through self-resetting connecting pieces. According to the device, two self-resetting and energy-consuming devices are adopted, double guarantees are provided for the structure when the structure is subjected to the earthquake action, and double resetting force and friction energy-consuming capacity are provided for the structure.
本发明涉及一种装配式双重自复位‑摩擦耗能钢框架体系，包括：钢柱、钢梁、第一连接装置、支撑式自复位摩擦耗能系统、剪切式自复位摩擦耗能系统；所述第一连接装置位于钢柱与钢梁连接的节点处；所述支撑式自复位摩擦耗能系统，包括内部系统，所述内部系统包括自复位系统和耗能系统，所述支撑式自复位摩擦耗能系统通过第一连接装置对角设置在钢柱和钢梁的节点处；所述剪切式自复位摩擦耗能系统，包括所述阻尼系统和自复位连接件；所述剪切式自复位摩擦耗能系统设置于钢柱中，通过自复位连接件与上部钢柱和下部钢柱进行连接；该装置采用两种自复位及耗能装置，为结构在受到地震作用时提供双重保障，为结构提供了双重的复位力及摩擦耗能能力。
Fabricated double self-resetting-friction energy dissipation steel frame system
The invention relates to an assembly type double self-resetting-friction energy dissipation steel frame system which comprises steel columns, steel beams, first connecting devices, a supporting type self-resetting friction energy dissipation system and a shearing type self-resetting friction energy dissipation system. The first connecting device is located at the joint where the steel column and the steel beam are connected. The supporting type self-resetting friction energy dissipation system comprises an internal system, the internal system comprises a self-resetting system and an energy dissipation system, and the supporting type self-resetting friction energy dissipation system is diagonally arranged at the joint of a steel column and a steel beam through a first connecting device; the shear type self-resetting friction energy dissipation system comprises the damping system and a self-resetting connecting piece. The shear type self-resetting friction energy dissipation system is arranged in the steel columns and connected with the upper steel column and the lower steel column through self-resetting connecting pieces. According to the device, two self-resetting and energy-consuming devices are adopted, double guarantees are provided for the structure when the structure is subjected to the earthquake action, and double resetting force and friction energy-consuming capacity are provided for the structure.
本发明涉及一种装配式双重自复位‑摩擦耗能钢框架体系，包括：钢柱、钢梁、第一连接装置、支撑式自复位摩擦耗能系统、剪切式自复位摩擦耗能系统；所述第一连接装置位于钢柱与钢梁连接的节点处；所述支撑式自复位摩擦耗能系统，包括内部系统，所述内部系统包括自复位系统和耗能系统，所述支撑式自复位摩擦耗能系统通过第一连接装置对角设置在钢柱和钢梁的节点处；所述剪切式自复位摩擦耗能系统，包括所述阻尼系统和自复位连接件；所述剪切式自复位摩擦耗能系统设置于钢柱中，通过自复位连接件与上部钢柱和下部钢柱进行连接；该装置采用两种自复位及耗能装置，为结构在受到地震作用时提供双重保障，为结构提供了双重的复位力及摩擦耗能能力。
Fabricated double self-resetting-friction energy dissipation steel frame system
一种装配式双重自复位-摩擦耗能钢框架体系
WANG ZONGYI (author) / YE QUANXI (author) / GAO FEI (author) / BAI WEILIANG (author) / CHEN JUNBO (author) / WANG CHEN (author) / DUAN YAQI (author)
2024-11-01
Patent
Electronic Resource
Chinese
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