| 预应力锚固技术在龙滩水电站高边坡工程中的应用 |
| |
| 引用本文： | 周海慧,奉伟清,戴谦训.预应力锚固技术在龙滩水电站高边坡工程中的应用[J].红水河,2003,22(4):24-27. |
| |
| 作者姓名： | 周海慧 奉伟清 戴谦训 |
| |
| 作者单位： | 中南勘测设计研究院,湖南,长沙,410014 |
| |
| 摘 要： | 龙滩水电站进水口高边坡最大坡高达420m，为保证高边坡的稳定，采用预应力锚索技术。预应力锚索的加固作用非常明显，不仅为边坡的稳定提供了经济、有效的手段，而且为按期截流创造了条件。
|
| 关 键 词： | 龙滩水电站 高边坡工程 预应力 进水口 截流 |
| 文章编号： | 1001-408X(2003)04-0024-04 |
| 修稿时间： | 2003年4月14日 |
Application of Pre-stressed Anchoring Technology in High Side Slope of Longtan Project |
| |
| ZHOU Hai-hui,FENG Wei-qing,DAI Qian-xun.Application of Pre-stressed Anchoring Technology in High Side Slope of Longtan Project[J].Hongshui River,2003,22(4):24-27. |
| |
| Authors: | ZHOU Hai-hui FENG Wei-qing DAI Qian-xun |
| |
| Abstract: | Considering the maximum height of 420m of the intake side slope in Longtan hydropower station, a pre-stress anchoring technology is adopted to ensure its stability. Besides the obvious strengthening effects in an economic way, the pre-stress anchoring technology creates favorable conditions for river closure as scheduled. |
| |
| Keywords: | high side slope pre-stressed anchoring rope Longtan hydropower station |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
