A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Beam column joint with buckling restrained flange connecting assemblies
The invention discloses a beam column joint with buckling restrained flange connecting assemblies. The beam column joint with the buckling restrained flange connecting assemblies comprises a frame column, a frame beam, a web connecting assembly and the flange connecting assemblies. Each flange connecting assembly comprises a core plate, a filling plate and a restraining plate, the two ends of eachcore plate are detachably arranged between column side outer extension short beam wing plates and frame beam wing plates, the restraining plates are movably arranged on the sides, away from the framebeam wing plates, of the core plates, the filling plates are movably arranged on the front and rear sides of the core plates, the two ends of each filling plate are detachably connected with the column side outer extension short beam wing plates and the frame beam wing plates, and the thickness of the filling plates is greater than that of the core plates. According to the embodiment of the invention, the beam column joint with the buckling restrained flange connecting assemblies has high ductility and energy-dissipating capacity and can be quickly restored to use after an earthquake.
本发明公开了一种含屈曲约束翼缘连接组件的梁柱节点，含屈曲约束翼缘连接组件的梁柱节点包括：框架柱、框架梁、腹板连接组件和翼缘连接组件，其中，翼缘连接组件包括：核心板、填充板和约束板，核心板的两端分别可拆卸地设于柱侧外伸短梁翼板和框架梁翼板之间，约束板可活动地设于核心板远离框架梁翼板的一侧，填充板可活动地设于核心板的前后两侧，填充板的两端分别可拆卸地与柱侧外伸短梁翼板和框架梁翼板连接，填充板的厚度大于核心板的厚度。根据本发明实施例的含屈曲约束翼缘连接组件的梁柱节点，具有较高的延性和耗能能力，在地震后可以较快地恢复使用。
Beam column joint with buckling restrained flange connecting assemblies
The invention discloses a beam column joint with buckling restrained flange connecting assemblies. The beam column joint with the buckling restrained flange connecting assemblies comprises a frame column, a frame beam, a web connecting assembly and the flange connecting assemblies. Each flange connecting assembly comprises a core plate, a filling plate and a restraining plate, the two ends of eachcore plate are detachably arranged between column side outer extension short beam wing plates and frame beam wing plates, the restraining plates are movably arranged on the sides, away from the framebeam wing plates, of the core plates, the filling plates are movably arranged on the front and rear sides of the core plates, the two ends of each filling plate are detachably connected with the column side outer extension short beam wing plates and the frame beam wing plates, and the thickness of the filling plates is greater than that of the core plates. According to the embodiment of the invention, the beam column joint with the buckling restrained flange connecting assemblies has high ductility and energy-dissipating capacity and can be quickly restored to use after an earthquake.
本发明公开了一种含屈曲约束翼缘连接组件的梁柱节点，含屈曲约束翼缘连接组件的梁柱节点包括：框架柱、框架梁、腹板连接组件和翼缘连接组件，其中，翼缘连接组件包括：核心板、填充板和约束板，核心板的两端分别可拆卸地设于柱侧外伸短梁翼板和框架梁翼板之间，约束板可活动地设于核心板远离框架梁翼板的一侧，填充板可活动地设于核心板的前后两侧，填充板的两端分别可拆卸地与柱侧外伸短梁翼板和框架梁翼板连接，填充板的厚度大于核心板的厚度。根据本发明实施例的含屈曲约束翼缘连接组件的梁柱节点，具有较高的延性和耗能能力，在地震后可以较快地恢复使用。
Beam column joint with buckling restrained flange connecting assemblies
含屈曲约束翼缘连接组件的梁柱节点
FENG YULONG (author) / ZHU YI (author) / WEI MINGTU (author) / CHONG XUN (author) / JIANG QING (author)
2020-07-07
Patent
Electronic Resource
Chinese
Joint for connecting buckling-restrained brace, concrete beam and concrete column
| European Patent Office | 2015
Buckling-restrained steel frame beam column connecting structure
| European Patent Office | 2021
Self-centering buckling-restrained brace beam-column joint
| European Patent Office | 2015
Connecting joint for buckling-restrained brace and concrete frame beam
| European Patent Office | 2015
| British Library Conference Proceedings | 1998