煤炭工程 ›› 2019, Vol. 51 ›› Issue (11): 123-128.doi: 10.11799/ce201911027

• 研究探讨 • 上一篇    下一篇

注浆锚杆锚固质量的无损检测试验研究

滕毅1,郝阳2,吴宇2,薛欣然2   

  1. 1. 中国矿业大学力学与土木工程学院
    2. 中国矿业大学深部岩土力学与地下工程国家重点实验室
  • 收稿日期:2018-10-12 修回日期:2018-12-11 出版日期:2019-11-20 发布日期:2020-05-11
  • 通讯作者: 郝阳 E-mail:18636136908@163.com

Experimental Research on Grouting Anchor Bar Quality by Using Nondestructive Testing Technology

  • Received:2018-10-12 Revised:2018-12-11 Online:2019-11-20 Published:2020-05-11
  • Contact: Hao Yang E-mail:18636136908@163.com

摘要: 注浆锚杆广泛应用于深部软岩巷道支护,其注入浆液的密实度极大的影响着注浆锚杆的锚固质量,但是目前如何快速、准确、大范围的检测锚固质量尚无有效的技术手段。文章基于弹性应力波在注浆锚杆锚固体中传播时透射与反射规律,对注浆锚杆自由段、锚固段长度和锚固段内缺陷位置和长度进行了无损检测试验研究,并采用小波变换理论对试验信号进行了分析。研究结果表明:通过小波工具箱中的低通滤波器对信号进行低频分析,能够准确的识别出注浆锚杆的自由段长度|通过高通滤波器对信号进行高频分析,能够准确的识别出注浆锚杆的锚固段长度,锚固段内缺陷长度以及缺陷的具体位置。研究成果可为进一步开发注浆锚杆锚固质量无损检测技术和方法提供试验基础。

关键词: 注浆锚杆, 锚固质量, 小波分析, 无损检测

Abstract: Grouting anchoring quality fast, accurately and extensively. Based on the law of stress wave transmission and reflection in the anchorage bolt grouting, a nondestructive experimental research focused on the grouting anchor length and the solidity of the grouting quality was conducted. Furthermore, the theory of wavelet transform is used to analysis the test signals. The study show that grouting anchor free length could be accurately detected through the analysis of the stress wave signal by using of the low pass filter in the wavelet toolbox, the grouting anchorage length, defection length and specific location of the anchoring section can be accurately detected through the analysis of the stress wave signal by using of the high pass filter in the wavelet toolbox. This research results can offer an experiment foundation for the further study of grouting anchoring quality based on the nondestructive methods.

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