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A platform for research: civil engineering, architecture and urbanism
Shock insulation viscous damping wall for super high-rise building
The invention belongs to the technical field of viscous damping walls, and particularly discloses a super high-rise building shock insulation viscous damping wall which comprises an upper connecting body and a lower connecting body, supporting seats are installed between the upper connecting body and the lower connecting body, the supporting seats on the upper side and the lower side are oppositely arranged, and damping wall boxes are placed in the supporting seats. The damping wall box bodies on the upper side and the lower side are oppositely arranged, a damping support is connected between the damping wall box bodies on the upper side and the lower side through bolts, and a cover plate is arranged at the ends, away from the damping support, of the damping wall box bodies. The two damping wall box bodies are arranged, the two damping wall box bodies are connected through the damping support, and the viscous damping materials in the damping wall box bodies and the inner steel plates inserted into the viscous damping materials are matched, so that the earthquake or wind-induced response of the structure on the super high-rise building can be effectively reduced.
本发明公开的属于粘滞阻尼墙技术领域，具体为一种超高层建筑隔震粘滞阻尼墙，包括上连接体和下连接体，所述上连接体和下连接体之间均安装有支撑座，上下两侧的支撑座相对设置，所述支撑座中放置有阻尼墙箱体，上下两侧的所述阻尼墙箱体相对设置，且上下两侧的所述阻尼墙箱体之间通过螺栓连接有减震支座，所述阻尼墙箱体远离减震支座的一端设置有盖板，本发明的隔震粘滞阻尼墙整体结构较为简单，方便安装和维修，通过设置两个阻尼墙箱体，且两个阻尼墙箱体之间通过减震支座进行连接，配合阻尼墙箱体中的粘滞阻尼材料以及插入粘滞阻尼材料中的内钢板，能够有效减小超高层建筑上结构的地震或风致响应。
Shock insulation viscous damping wall for super high-rise building
The invention belongs to the technical field of viscous damping walls, and particularly discloses a super high-rise building shock insulation viscous damping wall which comprises an upper connecting body and a lower connecting body, supporting seats are installed between the upper connecting body and the lower connecting body, the supporting seats on the upper side and the lower side are oppositely arranged, and damping wall boxes are placed in the supporting seats. The damping wall box bodies on the upper side and the lower side are oppositely arranged, a damping support is connected between the damping wall box bodies on the upper side and the lower side through bolts, and a cover plate is arranged at the ends, away from the damping support, of the damping wall box bodies. The two damping wall box bodies are arranged, the two damping wall box bodies are connected through the damping support, and the viscous damping materials in the damping wall box bodies and the inner steel plates inserted into the viscous damping materials are matched, so that the earthquake or wind-induced response of the structure on the super high-rise building can be effectively reduced.
本发明公开的属于粘滞阻尼墙技术领域，具体为一种超高层建筑隔震粘滞阻尼墙，包括上连接体和下连接体，所述上连接体和下连接体之间均安装有支撑座，上下两侧的支撑座相对设置，所述支撑座中放置有阻尼墙箱体，上下两侧的所述阻尼墙箱体相对设置，且上下两侧的所述阻尼墙箱体之间通过螺栓连接有减震支座，所述阻尼墙箱体远离减震支座的一端设置有盖板，本发明的隔震粘滞阻尼墙整体结构较为简单，方便安装和维修，通过设置两个阻尼墙箱体，且两个阻尼墙箱体之间通过减震支座进行连接，配合阻尼墙箱体中的粘滞阻尼材料以及插入粘滞阻尼材料中的内钢板，能够有效减小超高层建筑上结构的地震或风致响应。
Shock insulation viscous damping wall for super high-rise building
一种超高层建筑隔震粘滞阻尼墙
ZHU YAPENG (author) / HE WEI (author) / ZHOU ZIYI (author) / ZHANG NING (author) / XUE HONG (author) / GAO LEI (author) / LI LINFENG (author)
2023-07-25
Patent
Electronic Resource
Chinese
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