| 湘黔线大跨度地道桥顶进施工线路加固技术 |
| |
| 引用本文： | 陶石林,邬城兵.湘黔线大跨度地道桥顶进施工线路加固技术[J].桥梁建设,2001(1):49-51. |
| |
| 作者姓名： | 陶石林 邬城兵 |
| |
| 作者单位： | 广州铁路集团第三工程公司, |
| |
| 摘 要： | 湘黔线K22＋540地道桥为一座（6＋9＋6）m三联孔框架式结构，横向宽度达24m穿过湘黔上、下行线、线路加固难度大。重点介绍了框架在埋深较浅和较深条件下的线路加固方法以及钢刃脚的特别设计。
|
| 关 键 词： | 地道桥 顶进法 线路加固 桥梁加固 施工技术 大跨度 |
| 文章编号： | 1003-4722(2001)01-0049-03 |
| 修稿时间： | 2000年9月22日 |
Construction with
Jacking-in Method and Technology of Roadway StabiliTation of the Bridge at Xiangqian
Railway |
| |
| TAO Shi-lin,WU Cheng-bin.Construction with
Jacking-in Method and Technology of Roadway StabiliTation of the Bridge at Xiangqian
Railway[J].Bridge Construction,2001(1):49-51. |
| |
| Authors: | TAO Shi-lin WU Cheng-bin |
| |
| Abstract: | It is a three span (6 + 9 + 6 ) m framed structure through the roadway at K22 + 540 of the west ward line of Xiangqian railway. There is some difficulty in the stabilization of the roadway. The methods of stabilization of the roadway in case of different buried depths and the special design of the steel knife edges are presented. |
| |
| Keywords: | |
| 本文献已被 维普 万方数据 等数据库收录！ |
