Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Self-resetting swinging steel frame-energy dissipation steel plate shear wall structure
The invention discloses a self-resetting swinging steel frame-energy dissipation steel plate shear wall structure which comprises a base, two frame columns are fixed to the base, a plurality of frame beams are fixed between the two frame columns, a steel plate wall is fixed between the adjacent frame beams, and the frame beams and the steel plate wall are connected through energy dissipation plates. Short beams for mounting the frame beams are arranged on the frame columns, and the short beams are connected with the frame beams through a plurality of steel strands. The column feet can swing, the frame can automatically reset, the steel plate shear wall can consume energy, through the mode that the column feet are connected with the stripe rubber supports, part of bending moment can be released on the column feet in an earthquake, the steel frame slightly swings, the frame beams connected through the steel strands can also automatically reset after angular displacement occurs, and the steel plate shear wall can consume energy. The steel plate wall can consume energy during sliding of the energy consumption plates and the bolts, and self-resetting and energy consumption capacity of the structure can be achieved through cooperative work of the whole system.
本发明公开了一种自复位摇摆钢框架‑耗能钢板剪力墙结构，包括基底，基底上固定有两处框架柱，两处框架柱之间固定有若干框架梁，若干相邻框架梁之间固定有钢板墙，框架梁与钢板墙之间通过耗能板连接；框架柱上设置有安装框架梁的短梁，短梁与框架梁通过若干钢绞线连接。本发明的柱脚能够摇摆、框架能够自复位和钢板剪力墙可以耗能，通过柱脚连接条纹橡胶支座的方式，在地震中能够在柱脚释放部分弯矩，使钢架产生微小的摇摆，通过钢绞线连接的框架梁还也能在发生转角位移后自复位，钢板墙也能在耗能板和螺栓的滑移中消耗能量，整个体系协同工作便能够实现结构的自复位和耗能能力。
Self-resetting swinging steel frame-energy dissipation steel plate shear wall structure
The invention discloses a self-resetting swinging steel frame-energy dissipation steel plate shear wall structure which comprises a base, two frame columns are fixed to the base, a plurality of frame beams are fixed between the two frame columns, a steel plate wall is fixed between the adjacent frame beams, and the frame beams and the steel plate wall are connected through energy dissipation plates. Short beams for mounting the frame beams are arranged on the frame columns, and the short beams are connected with the frame beams through a plurality of steel strands. The column feet can swing, the frame can automatically reset, the steel plate shear wall can consume energy, through the mode that the column feet are connected with the stripe rubber supports, part of bending moment can be released on the column feet in an earthquake, the steel frame slightly swings, the frame beams connected through the steel strands can also automatically reset after angular displacement occurs, and the steel plate shear wall can consume energy. The steel plate wall can consume energy during sliding of the energy consumption plates and the bolts, and self-resetting and energy consumption capacity of the structure can be achieved through cooperative work of the whole system.
本发明公开了一种自复位摇摆钢框架‑耗能钢板剪力墙结构，包括基底，基底上固定有两处框架柱，两处框架柱之间固定有若干框架梁，若干相邻框架梁之间固定有钢板墙，框架梁与钢板墙之间通过耗能板连接；框架柱上设置有安装框架梁的短梁，短梁与框架梁通过若干钢绞线连接。本发明的柱脚能够摇摆、框架能够自复位和钢板剪力墙可以耗能，通过柱脚连接条纹橡胶支座的方式，在地震中能够在柱脚释放部分弯矩，使钢架产生微小的摇摆，通过钢绞线连接的框架梁还也能在发生转角位移后自复位，钢板墙也能在耗能板和螺栓的滑移中消耗能量，整个体系协同工作便能够实现结构的自复位和耗能能力。
Self-resetting swinging steel frame-energy dissipation steel plate shear wall structure
一种自复位摇摆钢框架-耗能钢板剪力墙结构
CHU YUNPENG (Autor:in) / XIA HUI (Autor:in) / GU SONG (Autor:in) / ZHANG ZHAOQIANG (Autor:in) / ZHANG CHUNTAO (Autor:in) / YAO YONG (Autor:in) / XIAO YAXIN (Autor:in) / FAN SHIQIANG (Autor:in)
01.03.2024
Patent
Elektronische Ressource
Chinesisch
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