| 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,赵西安.南京国际展览中心索网点支式幕墙设计与施工[J].建筑技术,2002,33(9):661-663. |
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| 作者姓名： | 王德勤 赵西安 |
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| 作者单位： | 深圳市三鑫特种玻璃技术股份有限公司 |
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| 摘 要： | 南京国际展览中心展厅为宽75m、长245m的无柱大空间,四周墙面均为点支式玻璃幕墙,其中第一标段不锈钢拉索桁架的玻璃幕墙面积达12000m^2。施工前进行了实体构件的试验。证明实测值与计算值相行或接近,施工中采取了一系列技术措施,保证了钢结构,拉索结构和玻璃的安装精度。
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| 关 键 词： | 设计 施工 点支式玻璃幕 拉索桁架 预应力 钢结构 |
| 文章编号： | 1000-4726(2002)09-0661-03 |
| 修稿时间： | 2002年4月26日 |
DESIGN AND CONSTRUCTION OF GLASS CURTAIN WALL WITH MULTI-SUPPORTS FOR NANJING INTERNATIONAL EXHIBITION CENTER |
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| Abstract: | The exhibition hall of Nanjing International Exhibition Center is a column-less huge space structure with span of longitude 245 m and latitude 75 m. The enclosure walls are all glass curtain wall with multi-supports. The area of glass curtain wall is 12 000 m2 which is supported by stainless steel cable trusses. The experiment of real elements prior construction showed the tested figures were just confirmed with the calculated ones. A series of technique measures are adopted so as to secure fabricating precision of steel structure, cable structure and glass. |
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| Keywords: | glass curtain wall with multi-supports steel cable truss prestress steel structure |
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