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龙滩水电站高边坡处理的预应力锚索设计
Design of Pre-stressed Anchorage Cable for High Slope Treatment in Longtan Project
【摘要】 龙滩水电站边坡地质条件复杂,进水口边坡最大坡高达420m,为保证左右岸高边坡的整体稳定和工程的长期运行安全,左右岸边坡加固支护中采用了1000kN、2000kN和3000kN级预应力锚索,来提高边坡的整体稳定性。论文主要介绍了预应力锚索的设计、构造及张拉程序等。
【Abstract】 Considering the 420m intake high slope and complicated geological conditions at the right bank of Longtan project, pre-stressed anchorage cables of 1 000 kN, 2 000 kN and 3 000 kN grades are adopted for reinforcement support so as to ensure the integral stability of the slope and the long-term safe operation of the project. This paper introduces the design, structure and tension control of the pre-stressed anchorage cables.
【关键词】 高边坡;
预应力锚索;
锚索设计;
张拉程序;
龙滩水电站;
【Key words】 high side slope; pre-stressed anchorage cable; anchorage cable design; tension control; Longtan project;
【Key words】 high side slope; pre-stressed anchorage cable; anchorage cable design; tension control; Longtan project;
- 【文献出处】 红水河 ,Hongshui River , 编辑部邮箱 ,2004年03期
- 【分类号】TV554.13
- 【被引频次】8
- 【下载频次】139