| 南京国际展览中心索网点支式幕墙设计与施工 |
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| 引用本文： | 王德勤,韩平元,刘长龙,赵西安.南京国际展览中心索网点支式幕墙设计与施工[J].钢结构,2002,17(4):8-12. |
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| 作者姓名： | 王德勤 韩平元 刘长龙 赵西安 |
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| 作者单位： | 1. 深圳三鑫特种玻璃技术股份有限公司,深圳,518054
2. 中国建筑科学研究院,北京,100013 |
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| 摘 要： | 南京国际展览中心位于玄武湖畔 ,建筑面积 890 0 0m2 ,国内首次采用预应力拉索体系支承的点支幕墙 ,面积达 12 0 0 0m2 ,介绍了这种体系的设计方法、试验研究和施工安装要求。
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| 关 键 词： | 点支式玻璃幕墙 预应力索网 支承系统 幕墙设计 幕墙施工 |
DESIGN AND CONSTRUCTION FOR THE CURTAIN WALL SUPPORTED BY CABLES OF NANJING INTERNATIONAL EXHIBITION CENTRE |
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| Wang Deqin,Han Pingyuan,Liu Changlong.DESIGN AND CONSTRUCTION FOR THE CURTAIN WALL SUPPORTED BY CABLES OF NANJING INTERNATIONAL EXHIBITION CENTRE[J].Steel Construction,2002,17(4):8-12. |
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| Authors: | Wang Deqin Han Pingyuan Liu Changlong |
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| Abstract: | Nanjing International Exhibition Centre,located by Xuanwu Lake in Nanjing, covers an area of 126*!000 m 2 Its total floor is 89*!000 m 2 Its eastern,southern and northern are made of suspending cable spidering the glass wall,which is first used in China,total area is 12*!000 m 2 |
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| Keywords: | glass curtain wall with point supportings prestressed cable system supporting system design of curtain wall construction of curtain wall |
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