Development and Application of Stress-dispersion Pre-stressed Anchor Rod in the Danjiangkou Dam Heightening Project
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Affiliation:

Sinohydro Bureau 3 Co., Ltd.

Clc Number:

TV698.2 3

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    Abstract:

    This paper introduces the stress-dispersion and self-locking type pre-stressed anchor rod technology used in danjiangkou dam heightening project. The special reaming tools and self-locking type anchor with reliable performance and reasonable structure were developed to complete the difficult 50m high precision drilling in the project. With this anchorage technology, stress concentration in the inner anchorage section was improved; ordinary anchor pre-stress transmission to base through bonding between inner anchorage body and hole wall was changed by the use of self-locking inner anchors designed for the hole enlarged sections with dispersed pressure directly applying on the base at different depth. In this case, the anchoring force will not lose along with bond force decreasing, long-term anchoring can be ensured.

    Reference
    [1]刘宁,高大水,戴润泉,等.岩土预应力锚固技术应用及研究[M].武汉:湖北科学技术出版社,2001.7.
    [2]中国岩土锚固技术编写组编.岩土锚固新技术[M].北京:人民交通出版社,1998.12.
    [3]夏长华,田学明.压力分散型预应力锚索在高边坡加固中的应用[J].探矿工程(岩土钻掘工程),2006年,33(4):35-37
    [4]曹琳.阿海水电站碾压混凝土长心样取心技术[J]. 探矿工程(岩土钻掘工程.2013,40(4):65-67
    [5]王琪, 杨晓红. 复杂条件下大坝倒垂孔施工技术措施[J]. 西北水电, 2014, (2):55-58.
    [6]任宗社, 邓德彬. 三峡左厂房1—5#坝段基础加固预应力锚索施工[J]. 中国三峡, 1998, (9):7-10.
    [7]杨晓红.深孔倒垂孔施工精度控制.水电施工技术[J].2009,(1):48-50.
    [8]高大水.国内岩土预应力锚固技术应用及锚固技术参数统计[J]. 长江科学院院报, 2004, 21(6):87-90.
    [9]徐伟.双标倒垂孔的施工与控制.西北水电[J].2007,(1):55-57.
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History
  • Received:May 19,2015
  • Revised:November 13,2015
  • Adopted:November 16,2015
  • Online: January 12,2016
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