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施工技术

南宁地区富水圆砾层袖阀管注浆加固技术

  • 魏晨亮 ,
  • 王玉卿 ,
  • 唐高洪
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  • (中铁隧道股份有限公司, 河南 郑州 450000)
魏晨亮(1981—),男,吉林长春人,2004年毕业于华东交通大学,土木工程专业,本科,工程师,从事地下工程技术管理工作。

收稿日期: 2013-11-18

  修回日期: 2014-04-09

  网络出版日期: 2014-05-14

Case Study on Consolidation of Waterrich Cobble Ground  in Nanning by means of Soletanche Grouting

  • WEI Chenliang ,
  • WANG Yuqing ,
  • TANG Gaohong
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  • (China Railway Tunnel Stock Co., Ltd., Zhengzhou 450000, Henan, China)

Received date: 2013-11-18

  Revised date: 2014-04-09

  Online published: 2014-05-14

摘要

为了解决南宁地区富水圆砾地层袖阀管注浆加固过程中浆液扩散难以控制、加固效果难以保证的问题,通过室内试验和现场实践,从工艺参数、浆液配合比等方面进行优化改进,总结得出在制浆过程中,通过添加外掺料形成能提高浆液抗分散能力的复合浆液,并采取低压慢注相结合的注浆新工艺,从而提高富水圆砾层注浆加固的可靠性。

本文引用格式

魏晨亮 , 王玉卿 , 唐高洪 . 南宁地区富水圆砾层袖阀管注浆加固技术[J]. 隧道建设, 2014 , 34(5) : 499 -502 . DOI: 10.3973/j.issn.1672-741X.2014.05.017

Abstract

During the consolidation of the waterrich cobble ground in Nanning by means of Soletanche grouting, it is difficult to control the spreading of the grout and it is difficult to guarantee the consolidation effect. In order to solve these problems, the grouting parameters and the mixing ratio of the grout are optimized on basis of the indoor test results and the field test results, composite grout that has high antidiffusion capacity is obtained by adding additives, and slow grouting is executed under low pressure. In the end, the reliability of the grouting for the waterrich cobble ground is improved.

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