基于旋转敲击空气耦合冲击回波的衬砌壁后注浆缺陷快速检测方法研究

A RAPID DETECTION METHOD FOR GROUTING DEFECTS BEHIND LINING WALLS USING ROTATIONAL AIR-COUPLED IMPACT-ECHO

  • 摘要: 衬砌壁后注浆缺陷严重影响服役隧道的安全性和耐久性,对其快速精准检测是提升隧道结构全寿命周期、保障隧道运营安全的关键。为此,针对隧道检测冲击回波法接触式检测效率低的问题,提出一种基于旋转敲击空气耦合冲击回波的快速检测方法。首先构建了衬砌壁后注浆缺陷数值模型,研究了空气耦合冲击回波对壁后缺陷的响应特性;接着自主研制了旋转敲击空气耦合冲击回波快速检测系统,并基于此系统开展了含多个缺陷的带注浆层衬砌物理模型试验,构建了基于带注浆层衬砌整体厚度频率与单衬砌厚度频率幅值之比的缺陷成像指标RRA。研究结果表明:空气耦合方式具备冲击回波响应接收的能力,而反映带注浆层衬砌整体厚度的突出频率会因壁后缺陷的存在而消失,此特性可作为缺陷检测的依据;所研制快速检测系统具备无需直接耦合、连续自动激发-接收的优势,检测效率较传统逐点手敲方式提升超过10倍;系统可准确捕获物理模型中壁后注浆缺陷的响应信号,并通过构建的缺陷成像指标RRA,实现缺陷位置与尺寸的精准识别,检测精度超过85%。研究成果可为衬砌壁后注浆缺陷快速无损检测提供理论依据与技术支撑。

     

    Abstract: Grouting defects behind the lining pose a significant threat to the safety and durability of service tunnels. Timely and precise detection of these defects is crucial for extending the tunnel structure's service life and ensuring its operational safety. Therefore, a rapid detection method using rotationally excited air-coupled impact-echo was proposed to address the low efficiency of contact-based point-by-point testing in conventional tunnel inspection. A numerical model of grouting defects behind the lining was established to analyze the response characteristics under air-coupled excitation. A rotational air-coupled impact-echo detection system was then developed, and physical model tests were conducted on grouted linings with multiple defects. A defect imaging index, Response Ratio Amplitude (RRA), was introduced and defined as the amplitude ratio between the frequency corresponding to the overall grouted thickness and that of the single-layer lining. We found that the air-coupled method effectively captures the impact-echo response, and the defects result in the disappearance of dominant frequency components associated with the overall lining thickness. The proposed system achieves more than a tenfold increase in detection efficiency compared with manual point-by-point methods. The RRA index enables accurate imaging of defect locations and sizes, with detection accuracy exceeding 85%. This approach provides theoretical and technical support for rapid, non-destructive detection of grouting defects behind tunnel linings.

     

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