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隧道建设(中英文) ›› 2014, Vol. 34 ›› Issue (7): 691-695.DOI: 10.3973/j.issn.1672-741X.2014.07.016

• 施工技术 • 上一篇    下一篇

提高地质雷达隧道衬砌质量检测效果的几点措施

张家鸣   

  1. (中铁隧道集团有限公司技术中心, 河南洛阳 471009)
  • 收稿日期:2012-10-15 修回日期:2014-02-16 出版日期:2014-07-20 发布日期:2014-07-16
  • 作者简介:张家鸣(1981—),男,江苏扬州人,2004年毕业于西南交通大学,工程力学专业,本科,工程师,现从事隧道与地下工程技术研究工作。

Measures to Improve Effect of Tunnel Lining Testing by means of Ground Penetrating Radar

ZHANG Jiaming   

  1. (Technology Center, China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China)
  • Received:2012-10-15 Revised:2014-02-16 Online:2014-07-20 Published:2014-07-16

摘要:

地质雷达已成为隧道施工质量检查和运行期间隧道病害检测的重要手段,然而在采用地质雷达进行隧道衬砌质量检测时也暴露出一些问题。为提高采用地质雷达进行隧道衬砌质量检测的效果,简述了地质雷达隧道衬砌质量检测基本工作原理,从现场检测过程中的增益设置、病害识别、干扰图像辨识、衬砌厚度检测和里程定位几方面,讨论提高地质雷达检测隧道衬砌效果的几点措施。得出: 1)增益设置应尽量在边墙喷射混凝土密实度较好的地段进行,并应远离隧道内干扰物; 2)病害和干扰图像的识别需在现场检测和室内分析工作中不断积累经验; 3)衬砌厚度的检测可用平均波速法,并辅以微电测深法,采用平均波速法探测隧道衬砌厚度的绝对误差可控制在5 cm; 4)隧道衬砌质量检测宜采用时间触发方式,尽可能保证雷达天线匀速移动,并做好记录工作。

关键词: 地质雷达, 隧道衬砌, 质量检测

Abstract:

Ground penetrating radar is one of the important means to test the quality of the tunnel lining. However, there are some problems in the testing of the tunnel lining by means of ground penetrating radar. In the paper, the basic working principle of tunnel lining testing by means of ground penetrating radar is presented, and some measures in terms of gain setup, defect identification, interfered image identification, lining thickness testing and position determination are proposed. Conclusions drawn are as follows: 1) The gain setup should be made as far as possible at places where the compactness of the shotcrete on the side wall is good, and it should be far away from the interfering obstacles inside the tunnel; 2) Regarding the identification of the defects and the interfered images, experience should be accumulated constantly in the site testing and indoor analysis; 3) Average wave velocity method, assisted by mini electrical depth measuring method, can be used to test the lining thickness, and the absolute error of the lining thickness measured by average wave velocity method can be controlled at 5 cm; 4) Time trigger method should be used in tunnel lining quality testing, the radar antenna should be kept moving at a constant speed as far as possible, and good records should be made.

Key words: ground penetrating radar, tunnel lining, quality inspection

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