Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shock insulation frame-core tube structure with floor energy consumption connection and use method
The invention provides a shock insulation frame-core tube structure with floor energy consumption connection and a using method, the shock insulation frame-core tube structure comprises a floor energy consumption connecting device, a shock insulation layer, a core tube part and a frame part, the frame part is arranged on the periphery of the core tube part, and the frame part and the core tube part are connected through the floor energy consumption connecting device; the bottom of the frame part is connected with the ground through a shock insulation layer. The bottom of the core tube part is fixedly connected with the ground. The frame part and the core tube part bear the gravity load respectively, and as the two ends of the floor energy consumption connecting device are hinged, vertical deformation of the frame and the core tube is released, and the influence of the vertical deformation difference between the frame and the core tube on structural members is reduced. The frame part is arranged in a shock insulation mode, the relative displacement between the frame and the core tube is increased while the inter-story displacement angle is reduced, the working efficiency of hysteretic energy consumption of the floor energy consumption connecting device under the earthquake action is improved, and the horizontal inertia force transmitted into the core tube by the frame is limited by the floor energy consumption connecting device.
本发明提供了一种带楼层耗能连接的隔震框架‑核心筒结构及使用方法，包括楼层耗能连接装置、隔震层、核心筒部分和框架部分，框架部分设置在核心筒部分的四周，框架部分与核心筒部分之间采用楼层耗能连接装置连接，框架部分底部采用隔震层与地面连接，核心筒部分底部与地面固定连接。本发明框架部分和核心筒部分各自承当其重力荷载，由于楼层耗能连接装置两端采用铰接，释放了框架和核心筒的竖向变形，减轻框架与核心筒之间竖向变形差对结构构件的影响。框架部分采用隔震布置，降低层间位移角的同时增大框架与核心筒之间的相对位移，提高了地震作用下楼层耗能连接装置滞回耗能的工作效率，框架传入核心筒的水平惯性力被楼层耗能连接装置限制。
Shock insulation frame-core tube structure with floor energy consumption connection and use method
The invention provides a shock insulation frame-core tube structure with floor energy consumption connection and a using method, the shock insulation frame-core tube structure comprises a floor energy consumption connecting device, a shock insulation layer, a core tube part and a frame part, the frame part is arranged on the periphery of the core tube part, and the frame part and the core tube part are connected through the floor energy consumption connecting device; the bottom of the frame part is connected with the ground through a shock insulation layer. The bottom of the core tube part is fixedly connected with the ground. The frame part and the core tube part bear the gravity load respectively, and as the two ends of the floor energy consumption connecting device are hinged, vertical deformation of the frame and the core tube is released, and the influence of the vertical deformation difference between the frame and the core tube on structural members is reduced. The frame part is arranged in a shock insulation mode, the relative displacement between the frame and the core tube is increased while the inter-story displacement angle is reduced, the working efficiency of hysteretic energy consumption of the floor energy consumption connecting device under the earthquake action is improved, and the horizontal inertia force transmitted into the core tube by the frame is limited by the floor energy consumption connecting device.
本发明提供了一种带楼层耗能连接的隔震框架‑核心筒结构及使用方法，包括楼层耗能连接装置、隔震层、核心筒部分和框架部分，框架部分设置在核心筒部分的四周，框架部分与核心筒部分之间采用楼层耗能连接装置连接，框架部分底部采用隔震层与地面连接，核心筒部分底部与地面固定连接。本发明框架部分和核心筒部分各自承当其重力荷载，由于楼层耗能连接装置两端采用铰接，释放了框架和核心筒的竖向变形，减轻框架与核心筒之间竖向变形差对结构构件的影响。框架部分采用隔震布置，降低层间位移角的同时增大框架与核心筒之间的相对位移，提高了地震作用下楼层耗能连接装置滞回耗能的工作效率，框架传入核心筒的水平惯性力被楼层耗能连接装置限制。
Shock insulation frame-core tube structure with floor energy consumption connection and use method
一种带楼层耗能连接的隔震框架-核心筒结构及使用方法
ZHOU YUN (Autor:in) / ZHUANG LERUI (Autor:in) / LIE WENCHEN (Autor:in)
17.09.2024
Patent
Elektronische Ressource
Chinesisch
Frame core tube rigid connection floor beam structure system and construction method
| Europäisches Patentamt | 2022
Shock insulation floor structure and construction method thereof
| Europäisches Patentamt | 2024
Shock insulation floor slab structure and construction method thereof
| Europäisches Patentamt | 2021