| 上海青草沙严桥支线工程顶管施工技术 |
| |
| 引用本文： | 齐春峰.上海青草沙严桥支线工程顶管施工技术[J].铁道建筑技术,2011(1):109-112. |
| |
| 作者姓名： | 齐春峰 |
| |
| 作者单位： | 中铁十五局集团有限公司,河南洛阳,471013 |
| |
| 摘 要： | 上海青草沙严桥支线顶管工程QYZ-C8标属长距离顶管,管道穿越地下公用管线构筑物等,地质条件复杂,经顶管设备比选,采用φ3600土压平衡顶管机进行顶管施工。介绍了顶管施工工艺原理、施工布置及管道顶进技术。
|
| 关 键 词： | 顶管施工 设备造型 施工监测 |
Pipe-jacking Construction Technologies for Shanghai Qingcaosha Yanqiao Branch Line Engineering |
| |
| Qi Chunfeng.Pipe-jacking Construction Technologies for Shanghai Qingcaosha Yanqiao Branch Line Engineering[J].Railway Construction Technology,2011(1):109-112. |
| |
| Authors: | Qi Chunfeng |
| |
| Affiliation: | Qi Chunfeng(China Railway 15~(th) Bureau Group Co.Ltd.,Luoyang 471013,China) |
| |
| Abstract: | In the long-distance pipe-jacking engineering of QYZ-C8 contract section of Shanghai Qincaosha Yanqiao Branch Line,the pipes go through underground structures of public pipes and lines.To deal with this complicated geologic condition,a φ3600 earth pressure balancing push bench is adopted in the pipe-jacking construction.This paper introduces the construction technique principles,construction layout,and pipe-jacking technologies. |
| |
| Keywords: | pipe-jacking technology equipment molding construction monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
