| 部分逆筑法地铁车站围护结构设计浅析 |
| |
| 引用本文： | 康直,刘翠清.部分逆筑法地铁车站围护结构设计浅析[J].城市轨道交通研究,2007,10(4):61-63. |
| |
| 作者姓名： | 康直 刘翠清 |
| |
| 作者单位： | 1. 铁道第三勘察设计院,300142,天津
2. 铁道第一勘察设计院上海分院,200435,上海 |
| |
| 摘 要： | 以上海轨道交通9号线外环路站为实例,介绍了部分逆筑法施工的地铁车站深基坑围护结构形式,及其结构设计;着重介绍了基坑围护结构的计算模型设定、基坑稳定性计算,及围护结构的基础施工步骤.该站的部分逆筑法施工现已完成,结果表明设计是成功的.
|
| 关 键 词： | 地铁车站 逆筑法施工 围护结构设计 |
| 修稿时间： | 2006-12-13 |
The Metro Station Building Envelope Design with Part Top-Down Invert Method |
| |
| Kang Zhi,Liu Cuiqing.The Metro Station Building Envelope Design with Part Top-Down Invert Method[J].Urban Mass Transit,2007,10(4):61-63. |
| |
| Authors: | Kang Zhi Liu Cuiqing |
| |
| Abstract: | Based on the engineering practice of the WaiHuan Station in Shanghai Urban Mass Transit Line 9, this paper analyses the structure form of the deep foundation pit and the key-nodes design by using the top-down invert method, so as to optimize the engineering. The result shows that this design is successful. |
| |
| Keywords: | metro station construction of top-down invert method building envelope system design |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
