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新型无粘结预应力锚索灌浆工艺优化研究
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(中国科学院武汉岩土力学研究所 武汉 430071)

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郭晓刚

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TU457;U416.1

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Study on optimization of grouting technology of new unbonded prestressed anchor cable
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(Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071)

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    摘要:

    针对水布垭工程马崖高边坡岩体结构特征和锚索构造特点,研究和优化了无粘结预应力锚索灌浆工艺,实现了真正的全长一次灌浆,对确保锚索施工质量,提高锚索防腐蚀性能和耐久性,以及在强岩溶裂隙化灰岩地层中进行锚索施工具有较好的推广价值。

    Abstract:

    According to the structural characteristics of rock mass and cable structure of Ma Ya high slope of Shuibuya Project, the study and optimization of unbonded prestressed cable grouting technology has realized the real full-length one-time grouting, which has good promotion value for ensuring the construction quality of cable, improving the anti-corrosion performance and durability of cable, and carrying out cable construction in the strong karst crevass limestone stratum.

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引用本文

Xiaogang Guo, Nianfeng Xu, Shaorong Cheng Study on optimization of grouting technology of new unbonded prestressed anchor cable. Prestress Technology 2004,8(05):24-27. 10.59238/j. pt.2004.05.008

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  • 在线发布日期: 2023-08-09
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