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基于压电换能器时间反转法的锚杆预紧力监测

Monitoring of Pre-Load on Rock Bolt Using Piezoceramic-Transducer Enabled Time Reversal Method.

作者信息

Huo Linsheng, Wang Bo, Chen Dongdong, Song Gangbing

机构信息

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China.

Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China.

出版信息

Sensors (Basel). 2017 Oct 27;17(11):2467. doi: 10.3390/s17112467.

Abstract

Rock bolts ensure structural stability for tunnels and many other underground structures. The pre-load on a rock bolt plays an important role in the structural reinforcement and it is vital to monitor the pre-load status of rock bolts. In this paper, a rock bolt pre-load monitoring method based on the piezoceramic enabled time reversal method is proposed. A lead zirconate titanate (PZT) patch transducer, which works as an actuator to generate stress waves, is bonded onto the anchor plate of the rock bolt. A smart washer, which is fabricated by sandwiching a PZT patch between two metal rings, is installed between the hex nut and the anchor plate along the rock bolt. The smart washer functions as a sensor to detect the stress wave. With the increase of the pre-load values on the rock bolt, the effective contact surface area between the smart washer and the anchor plate, benefiting the stress wave propagation crossing the contact surface. With the help of time reversal technique, experimental results reveal that the magnitude of focused signal clearly increases with the increase of the pre-load on a rock bolt before the saturation which happens beyond a relatively high value of the pre-load. The proposed method provides an innovative and real time means to monitor the pre-load level of a rock bolt. By employing this method, the pre-load degradation process on a rock bolt can be clearly monitored. Please note that, currently, the proposed method applies to only new rock bolts, on which it is possible to install the PZT smart washer.

摘要

锚杆确保隧道及许多其他地下结构的结构稳定性。锚杆上的预紧力在结构加固中起着重要作用,监测锚杆的预紧力状态至关重要。本文提出了一种基于压电陶瓷时间反转法的锚杆预紧力监测方法。将用作激励器以产生应力波的锆钛酸铅(PZT)贴片式换能器粘结在锚杆的锚板上。通过将PZT贴片夹在两个金属环之间制成的智能垫圈,沿着锚杆安装在六角螺母和锚板之间。智能垫圈用作检测应力波的传感器。随着锚杆上预紧力值的增加,智能垫圈与锚板之间的有效接触表面积增大,有利于应力波穿过接触面传播。借助时间反转技术,实验结果表明,在预紧力达到相对较高值之前达到饱和之前,聚焦信号的幅度随着锚杆上预紧力的增加而明显增大。所提出的方法提供了一种创新的实时手段来监测锚杆的预紧力水平。通过采用这种方法,可以清楚地监测锚杆上的预紧力退化过程。请注意,目前,所提出的方法仅适用于可以安装PZT智能垫圈的新锚杆。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/295d/5712996/3175c3807721/sensors-17-02467-g001.jpg

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