论文部分内容阅读
以某实际工程幕墙设计为背景,介绍了幕墙节点细部构造及设计原理,并采用1∶1比例的板块,建立了试验模型,对其进行气密性、水密性、风荷载和地震作用下的变形性能及安全性能试验,最后结合设计与试验分析结果,给出了构件式隐框玻璃幕墙的设计建议。
Taking a practical engineering curtain wall design as a background, the detail structure and design principle of the curtain wall node are introduced. A 1: 1 ratio slab is used to establish a test model. The test model is designed for its air tightness, watertightness, wind load and earthquakes Deformation performance and safety performance test. Finally, the design suggestion of component-type hidden glass curtain wall is given based on the results of design and test analysis.