Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
一种耗能竖缝装配式剪力墙节点
一种耗能竖缝装配式剪力墙节点，该节点包括第一墙体、第二墙体与阻尼结构，第一墙体垂直于第二墙体，阻尼结构包括一对预埋板、一对滑动连接板和一对摩擦片，预埋板连接于第一墙体或第二墙体内，每个摩擦片设于一个预埋板和一个滑动连接板之间，滑动连接板可滑动地连接于摩擦片和预埋板，且一对滑动连接板相互连接。本发明涉及的耗能竖缝装配式剪力墙节点，采用了阻尼结构进行连接，可大大减少现场的混凝土浇筑等湿作业工作量，实现竖缝的干式连接，在水平荷载作用下，竖缝中的阻尼结构先达到屈服耗能，起到减小墙肢破坏，提高结构抗震性能的作用，同时其作为连接装置，也可实现装配式剪力墙结构的整体性能。
An energy-consuming vertical joint assembly type shear wall joint comprises a first wall body, a second wall body and a damping structure, the first wall body is perpendicular to the second wall body,the damping structure comprises a pair of pre-embedded plates, a pair of sliding connecting plates and a pair of friction plates, and the pre-embedded plates are connected into the first wall body orthe second wall body; and each friction plate is arranged between one pre-embedded plate and one sliding connecting plate, the sliding connecting plates are slidably connected to the friction platesand the pre-embedded plates, and the pair of sliding connecting plates is connected with each other. According to the energy-consuming vertical joint assembly type shear wall joint, the damping structure is adopted for connection, the workload of wet operation such as on-site concrete pouring can be greatly reduced, dry connection of the vertical joints is achieved, under the action of horizontalloads, the damping structure in the vertical joints achieves yield energy dissipation firstly, and the effects of reducing wall column damage and improving the anti-seismic property of the structure are realized, and meanwhile, as a connecting device, the damping structure can also achieve the overall performance of an assembly type shear wall structure.
一种耗能竖缝装配式剪力墙节点
一种耗能竖缝装配式剪力墙节点，该节点包括第一墙体、第二墙体与阻尼结构，第一墙体垂直于第二墙体，阻尼结构包括一对预埋板、一对滑动连接板和一对摩擦片，预埋板连接于第一墙体或第二墙体内，每个摩擦片设于一个预埋板和一个滑动连接板之间，滑动连接板可滑动地连接于摩擦片和预埋板，且一对滑动连接板相互连接。本发明涉及的耗能竖缝装配式剪力墙节点，采用了阻尼结构进行连接，可大大减少现场的混凝土浇筑等湿作业工作量，实现竖缝的干式连接，在水平荷载作用下，竖缝中的阻尼结构先达到屈服耗能，起到减小墙肢破坏，提高结构抗震性能的作用，同时其作为连接装置，也可实现装配式剪力墙结构的整体性能。
An energy-consuming vertical joint assembly type shear wall joint comprises a first wall body, a second wall body and a damping structure, the first wall body is perpendicular to the second wall body,the damping structure comprises a pair of pre-embedded plates, a pair of sliding connecting plates and a pair of friction plates, and the pre-embedded plates are connected into the first wall body orthe second wall body; and each friction plate is arranged between one pre-embedded plate and one sliding connecting plate, the sliding connecting plates are slidably connected to the friction platesand the pre-embedded plates, and the pair of sliding connecting plates is connected with each other. According to the energy-consuming vertical joint assembly type shear wall joint, the damping structure is adopted for connection, the workload of wet operation such as on-site concrete pouring can be greatly reduced, dry connection of the vertical joints is achieved, under the action of horizontalloads, the damping structure in the vertical joints achieves yield energy dissipation firstly, and the effects of reducing wall column damage and improving the anti-seismic property of the structure are realized, and meanwhile, as a connecting device, the damping structure can also achieve the overall performance of an assembly type shear wall structure.
一种耗能竖缝装配式剪力墙节点
07.03.2025
Patent
Elektronische Ressource
Chinesisch