2011, 3(1): 13-20.
南京南站北入口27.80米高幕墙的结构设计
上海中建八局装饰有限公司, 上海 200122 |
The Structure Design of 27.80-meter-curtain Wall for North Entrance of Nanjing South Station
China Construction Eighth Engineering Division Decoration Co., Ltd., Shanghai 200122, China |
引用本文:
刘子成. 南京南站北入口27.80米高幕墙的结构设计[J]. 土木建筑工程信息技术,
2011, 3(1): 13-20.
Citation:
Liu Zicheng. The Structure Design of 27.80-meter-curtain Wall for North Entrance of Nanjing South Station[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2011, 3(1): 13-20.
摘要:京沪高速南京南站属于特大型旅客站房，其地上部分外立面玻璃幕墙为框架式明框玻璃幕墙，框架结构竖向支点间的最大间距27.8米，属于典型的大空间大跨度结构形式，由于有关联结构(椽子)和附属结构(窗花)共同的作用效应，因而幕墙的结构受力设计较为复杂。本文以南京南站北入口局部幕墙为研讨对象，介绍了幕墙的力系分解和几种幕墙结构受力的解决方案，进而探讨大跨度幕墙的设计分析方法。
Abstract: Nanjing South Station is the large passenger station for Beijing-Shanghai high-speed railway. The façade glass curtain wall over ground is exposed frame glass curtain wall and the maximum distance of frame Structure between fulcrums is the 27.8 meters, which belongs to typically large space and long-span structure. Because of the common effect of associated structure (rafters) and subsidiary structure (grilles), the suspension structure design for curtain wall is very complicated. In this paper, the north entrance curtain wall of Nanjing South Station is discussed and the solution of suspension structure for curtain wall is introduced. Finally, it reveals the method of long-span curtain wall design.
| [1] |
肖铭.《2007建筑细部年鉴》[M].华中科技大学出版社, 2007, (7). |
| [2] |
崔佳等.《钢结构设计规范理解与应用》[M].中国建筑工业出版社, 2004, (3). |
| [3] |
中国建筑标准设计研究院.《SAP2000中文版使用指南》[M].人民交通出版社, 2006, (9). |
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