A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated prestressed self-resetting concrete frame energy consumption node
The invention relates to the technical field of constructional engineering, in particular to an assembly type prestress self-resetting concrete frame energy dissipation node which comprises a concrete stand column, a concrete cross beam and an energy dissipation assembly, a mounting plate is arranged on the concrete stand column, a frame plate is arranged at the end of the concrete cross beam, and the frame plate is detachably arranged on the mounting plate; the energy dissipation assembly comprises a friction energy dissipation piece used for dissipating earthquake energy in the horizontal direction of the concrete cross beam and a yield energy dissipation piece used for dissipating earthquake energy in the vertical direction of the concrete cross beam, the friction energy dissipation piece comprises a friction-resistant plate arranged on the concrete stand column, and an energy dissipation block is arranged on the friction-resistant plate in a sliding mode. And a pull rope is connected between the energy consumption block and the concrete cross beam. The method has the effect of reducing the building construction cost.
本申请涉及建筑工程技术领域，尤其是涉及一种装配式预应力自复位混凝土框架耗能节点，包括混凝土立柱、混凝土横梁和耗能组件，混凝土立柱上设置有安装板，混凝土横梁的端部设置有框板，框板可拆卸设置于安装板上，耗能组件包括用于消耗混凝土横梁水平方向上的地震能量的摩擦耗能件和用于消耗混凝土横梁竖直方向上的地震能量的屈服耗能件，摩擦耗能件包括设置于混凝土立柱上的耐摩板，耐摩板上滑动设置有耗能块，耗能块与混凝土横梁之间连接有拉绳。本申请具有降低建筑建造成本的效果。
Fabricated prestressed self-resetting concrete frame energy consumption node
The invention relates to the technical field of constructional engineering, in particular to an assembly type prestress self-resetting concrete frame energy dissipation node which comprises a concrete stand column, a concrete cross beam and an energy dissipation assembly, a mounting plate is arranged on the concrete stand column, a frame plate is arranged at the end of the concrete cross beam, and the frame plate is detachably arranged on the mounting plate; the energy dissipation assembly comprises a friction energy dissipation piece used for dissipating earthquake energy in the horizontal direction of the concrete cross beam and a yield energy dissipation piece used for dissipating earthquake energy in the vertical direction of the concrete cross beam, the friction energy dissipation piece comprises a friction-resistant plate arranged on the concrete stand column, and an energy dissipation block is arranged on the friction-resistant plate in a sliding mode. And a pull rope is connected between the energy consumption block and the concrete cross beam. The method has the effect of reducing the building construction cost.
本申请涉及建筑工程技术领域，尤其是涉及一种装配式预应力自复位混凝土框架耗能节点，包括混凝土立柱、混凝土横梁和耗能组件，混凝土立柱上设置有安装板，混凝土横梁的端部设置有框板，框板可拆卸设置于安装板上，耗能组件包括用于消耗混凝土横梁水平方向上的地震能量的摩擦耗能件和用于消耗混凝土横梁竖直方向上的地震能量的屈服耗能件，摩擦耗能件包括设置于混凝土立柱上的耐摩板，耐摩板上滑动设置有耗能块，耗能块与混凝土横梁之间连接有拉绳。本申请具有降低建筑建造成本的效果。
Fabricated prestressed self-resetting concrete frame energy consumption node
一种装配式预应力自复位混凝土框架耗能节点
DING XINZHONG (author)
2024-07-05
Patent
Electronic Resource
Chinese
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