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龙滩水电站工程高边坡处理中预应力锚索设计
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(中南勘测设计研究院)

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董金玉

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TV512

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Design of prestressed anchor cable for high slope treatment of Longtan Dam
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(Mid-South Design&Research Institute)

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    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435m,为保证左右岸高边坡的整体稳定和工程的长期运行安全,龙滩工程左、右岸边坡加固支护中使用了1000kN、2000kN和3000kN级预应力锚索,来提高边坡的整体稳定性。本文主要介绍了预应力锚索的设计、构造及张拉程序等

    Abstract:

    The geological conditions of the slope of Longtan Dam are complex, and the maximum slope height of the intake slope is 435m. In order to ensure the overall stability of the high slopes on the left and right banks and the long-term operation safety of the project, 1000kN, 2000kN and 3000kN prestressed anchor cables are used in the reinforcement and support of the left and right bank slopes of the Longtan Project to improve the overall stability of the slope. This article mainly introduces the design, construction, and tensioning program of prestressed anchor cables

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Dong Jinyu, Zhao Hongmin, Li Wenhong Design of prestressed anchor cable for high slope treatment of Longtan Dam. Prestress Technology 2008,12(02):9-12. 10.59238/j. pt.2008.02.003

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  • 在线发布日期: 2023-08-10
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