点支式玻璃建筑复杂单层索网体系的设计及预应力控制技术分析  

THE DESIGN OF COMPLEX SINGLE-LAYER CABLE NETS AND ANALYSIS OF PRESTRESS CONTROL TECHNOLOGY FOR POINT-SUPPORTING GLASS BUILDING

作　　者：王元清[1] 孙芬[2] 石永久[2] 罗忆 徐悦 

机构地区：[1]清华大学结构工程与振动教育重点实验室,北京100084 [2]清华大学建筑玻璃与金属结构研究所,北京100084 [3]晶艺特种玻璃工程有限公司,北京100045

出　　处：《工业建筑》2005年第2期32-35,共4页Industrial Construction

摘　　要：预应力技术的引入使得帷幕结构朝着大尺度、轻型化和通透性发展 ,索网等柔性结构已逐渐成为玻璃帷幕结构的主要结构体系。结合晶艺公司对新保利大厦二期工程单层索网体系的设计方案 ,通过有限元程序对含主次索的复杂单层索网体系的试验模型进行分析 ,并对试验的预应力控制过程进行模拟 ,为实际工程施工提供参考。With the introduction of prestress technology, the curtain structure is used widely for its large scale, light weight and fine transparence etc. Now the flexible support system including the cable nets has became the main structure of glass curtain. Referring to the design Scheme of single-layer cable nets of Beijing New Baoli Mansion by King Special Glass Engineering Co.Ltd, this article gives the analysis of the test model of complex single-layer cable nets with main and secondary cables by finite element analysis software. The authors also simulate the process of applied prestress of this test model and give some important references to the design and the construction of the real project.

关 键 词：点支式玻璃建筑 预应力控制技术 帷幕结构 复杂单层索网体系 建筑结构 

分 类 号：TU382[建筑科学—结构工程] TU31