Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Assembly method of assembly type energy dissipation damping wall
The invention relates to the technical field of energy dissipation buildings, in particular to an assembly method of an assembly type energy dissipation damping wall, two placement grooves are symmetrically formed in the top of a main beam of the assembly type energy dissipation damping wall, a plurality of positioning pins are fixedly assembled on the inner walls of the placement grooves, and a first shear wall and a second shear wall are arranged on the inner walls of the placement grooves correspondingly. The energy dissipation steel plates are installed on the inner walls of the containing grooves, then the connecting rods are fixedly connected with the first shear wall body and the second shear wall body through the bolts, the energy dissipation performance after assembly can be improved, then interlayer displacement under the horizontal load effect can be reduced, the adaptability of a structural system in a high-intensity area is improved, and the energy dissipation performance of the structural system is improved. And meanwhile, the reinforcing net is positioned on the outer sides of the first shear wall, the second shear wall and the third shear wall through the concrete layers, so that the tearing resistance of the structure can be improved, it is guaranteed that the structure cannot be fractured and toppled at will, and the firmness is improved.
本发明涉及耗能建筑技术领域，具体为一种装配式耗能阻尼墙的装配方法，装配式耗能阻尼墙的主梁顶部对称开设有两个安置槽，所述安置槽的内壁固定装配有若干个定位销，所述安置槽的内壁分别设有第一剪力墙和第二剪力墙。本发明通过将耗能钢板安装至容纳槽的内壁位置，然后利用螺栓将连接杆第一剪力墙和第二剪力墙之间固定连接，使得能够提高其组装后的耗能性，进而可减小水平荷载作用下的层间位移，增加结构体系在高烈度区的适用度，减轻主体结构的震动损伤，同时利用混凝土层将加固网定位在第一剪力墙、第二剪力墙和第三剪力墙的外侧位置，从而能够增加该结构的抗撕拉性，保障不会随意破裂，倾倒，从而提高了牢固性。
Assembly method of assembly type energy dissipation damping wall
The invention relates to the technical field of energy dissipation buildings, in particular to an assembly method of an assembly type energy dissipation damping wall, two placement grooves are symmetrically formed in the top of a main beam of the assembly type energy dissipation damping wall, a plurality of positioning pins are fixedly assembled on the inner walls of the placement grooves, and a first shear wall and a second shear wall are arranged on the inner walls of the placement grooves correspondingly. The energy dissipation steel plates are installed on the inner walls of the containing grooves, then the connecting rods are fixedly connected with the first shear wall body and the second shear wall body through the bolts, the energy dissipation performance after assembly can be improved, then interlayer displacement under the horizontal load effect can be reduced, the adaptability of a structural system in a high-intensity area is improved, and the energy dissipation performance of the structural system is improved. And meanwhile, the reinforcing net is positioned on the outer sides of the first shear wall, the second shear wall and the third shear wall through the concrete layers, so that the tearing resistance of the structure can be improved, it is guaranteed that the structure cannot be fractured and toppled at will, and the firmness is improved.
本发明涉及耗能建筑技术领域，具体为一种装配式耗能阻尼墙的装配方法，装配式耗能阻尼墙的主梁顶部对称开设有两个安置槽，所述安置槽的内壁固定装配有若干个定位销，所述安置槽的内壁分别设有第一剪力墙和第二剪力墙。本发明通过将耗能钢板安装至容纳槽的内壁位置，然后利用螺栓将连接杆第一剪力墙和第二剪力墙之间固定连接，使得能够提高其组装后的耗能性，进而可减小水平荷载作用下的层间位移，增加结构体系在高烈度区的适用度，减轻主体结构的震动损伤，同时利用混凝土层将加固网定位在第一剪力墙、第二剪力墙和第三剪力墙的外侧位置，从而能够增加该结构的抗撕拉性，保障不会随意破裂，倾倒，从而提高了牢固性。
Assembly method of assembly type energy dissipation damping wall
装配式耗能阻尼墙的装配方法
SHEN SONGLIN (Autor:in) / CHANG CHEN (Autor:in) / YANG MAOMAO (Autor:in)
13.08.2024
Patent
Elektronische Ressource
Chinesisch
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