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Giant glass decoration hanging auxiliary damping structure and installation method
The invention relates to the technical field of giant glass installation, in particular to a giant glass decoration hanging auxiliary damping structure and an installation method.The giant glass decoration hanging auxiliary damping structure comprises an embedded steel plate, a plurality of anchoring ribs are evenly and fixedly installed at the rear end of the embedded steel plate, and the anchoring ribs are embedded in a building structure; the device is characterized in that a metal cantilever frame is fixedly installed at the front end of the embedded steel plate, a moving plate is slidably connected to the metal cantilever frame, a glass clamp is installed at the lower end of the moving plate through a hanging rod, a buffering part is installed on one side of the upper end of the moving plate, and a buffering part is installed at one end of the glass clamp; when acceleration of an earthquake acts on the giant glass, corresponding inertia force can be generated, the inertia force of the glass can be transmitted to the glass clamping groove and then transmitted to the hydraulic connecting rod and the piston, and when the piston extrudes liquid, the acceleration of the earthquake is reduced through complementation of hydraulic oil in the inner cylinder body and the outer cylinder body and the characteristic of a fluid damping coefficient. Therefore, the destructive power of the earthquake is reduced.
本发明涉及巨型玻璃安装技术领域,具体为一种巨型玻璃装饰吊挂辅以减震构造及安装方法,包括:预埋钢板,预埋钢板的后端均匀固定安装有若干根锚固筋,锚固筋预埋在建筑结构内,其特征在于:所述预埋钢板的前端固定安装有金属悬挑架,金属悬挑架上滑动连接有移动板,移动板的下端通过吊杆安装有玻璃夹,移动板的上端一侧安装有缓冲部件,玻璃夹的一端安装缓冲部件;当地震的加速度作用于巨型玻璃上后,会产生相应的惯性力,玻璃的惯性力会传递在玻璃卡槽上,再传递于液压连杆和活塞,活塞挤压液体时,通过内外2个缸体内液压油的互补,利用流体阻尼系数的特性减小地震加速度,从而降低地震的破坏力。
Giant glass decoration hanging auxiliary damping structure and installation method
The invention relates to the technical field of giant glass installation, in particular to a giant glass decoration hanging auxiliary damping structure and an installation method.The giant glass decoration hanging auxiliary damping structure comprises an embedded steel plate, a plurality of anchoring ribs are evenly and fixedly installed at the rear end of the embedded steel plate, and the anchoring ribs are embedded in a building structure; the device is characterized in that a metal cantilever frame is fixedly installed at the front end of the embedded steel plate, a moving plate is slidably connected to the metal cantilever frame, a glass clamp is installed at the lower end of the moving plate through a hanging rod, a buffering part is installed on one side of the upper end of the moving plate, and a buffering part is installed at one end of the glass clamp; when acceleration of an earthquake acts on the giant glass, corresponding inertia force can be generated, the inertia force of the glass can be transmitted to the glass clamping groove and then transmitted to the hydraulic connecting rod and the piston, and when the piston extrudes liquid, the acceleration of the earthquake is reduced through complementation of hydraulic oil in the inner cylinder body and the outer cylinder body and the characteristic of a fluid damping coefficient. Therefore, the destructive power of the earthquake is reduced.
本发明涉及巨型玻璃安装技术领域,具体为一种巨型玻璃装饰吊挂辅以减震构造及安装方法,包括:预埋钢板,预埋钢板的后端均匀固定安装有若干根锚固筋,锚固筋预埋在建筑结构内,其特征在于:所述预埋钢板的前端固定安装有金属悬挑架,金属悬挑架上滑动连接有移动板,移动板的下端通过吊杆安装有玻璃夹,移动板的上端一侧安装有缓冲部件,玻璃夹的一端安装缓冲部件;当地震的加速度作用于巨型玻璃上后,会产生相应的惯性力,玻璃的惯性力会传递在玻璃卡槽上,再传递于液压连杆和活塞,活塞挤压液体时,通过内外2个缸体内液压油的互补,利用流体阻尼系数的特性减小地震加速度,从而降低地震的破坏力。
Giant glass decoration hanging auxiliary damping structure and installation method
一种巨型玻璃装饰吊挂辅以减震构造及安装方法
JIANG CHAO (author) / MA GUANGSHENG (author) / GUO YUANYUAN (author) / LIU YONGJIE (author) / FAN CHUANQI (author) / SUN ZHENBIAO (author) / YANG TAO (author) / MENG QINGFENG (author) / LI PENGPENG (author) / XIA WENZHI (author)
2024-03-01
Patent
Electronic Resource
Chinese
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