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| 国家奥林匹克体育中心综合训练馆张弦结构施工技术 | |
| 引用本文： | 徐瑞龙,秦杰,李国立,覃阳,张伟.国家奥林匹克体育中心综合训练馆张弦结构施工技术[J].工业建筑,2007,37(1):26-29. |
| 作者姓名： | 徐瑞龙 秦杰 李国立 覃阳 张伟 |
| 作者单位： | 1. 北京市建筑工程研究院,北京,100039 2. 北京市建筑设计研究院,北京,100045 3. 北京建工集团,北京,100055 |
| 摘 要： | 奥体中心综合训练馆为2008奥运会训练场馆之一,采用结构形式为变跨度单向张弦结构。论述了钢结构和预应力施工技术,结合施工仿真计算结果和现场监测结果,提出了此类结构的预应力及钢结构施工技术和特点。 |
| 关 键 词： | 张弦结构 节点设计 仿真计算 施工监测 |
| 修稿时间： | 2006-09-19 |
THE BEAM STRING STRUCTURE CONSTRUCTION TECHNOLOGY OF THE OLYMPIC TRAINING STADIUM FOR THE NATIONAL OLYMPIC SPORTS CENTER |
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| Xu Ruilong,Qin Jie,Li Guoli,Qin Yang,Zhang Wei.THE BEAM STRING STRUCTURE CONSTRUCTION TECHNOLOGY OF THE OLYMPIC TRAINING STADIUM FOR THE NATIONAL OLYMPIC SPORTS CENTER[J].Industrial Construction,2007,37(1):26-29. | |
| Authors: | Xu Ruilong Qin Jie Li Guoli Qin Yang Zhang Wei |
| Affiliation: | Xu Ruilong Qin Jie Li Guoli(Beijing Building Construction Research Institute Beijing 100039)Qin Yang(Beijing Institute of Architectural Design Beijing 100045)Zhang Wei(Beijing Construction Engineering Group Beijing 100055) |
| Abstract: | The Olympic Training Stadium is built for 2008 Olympic Games.The beam string structure with viable span is used for the stadium.The steel structure and prestressing construction technology are described in detail.According to the construction simulation results and site construction monitoring result,the features of prestress and steel structure construction of the structure are proposed. |
| Keywords: | beam string structure joints design construction simulation construction monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |