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铁路隧道衬砌安全监测中应变与位移的同步测量

Simultaneous Measurement of Strain and Displacement for Railway Tunnel Lining Safety Monitoring.

作者信息

Li Jun, Liu Yuhang, Zhang Jiarui

机构信息

College of Safety Science and Engineering, Xi'an University of Science and Technology, Xi'an 710054, China.

出版信息

Sensors (Basel). 2024 Sep 25;24(19):6201. doi: 10.3390/s24196201.

Abstract

This paper proposes a dual-parameter strain/displacement safety monitoring technology for railway tunnel lining structures. An integrated monitoring system with FBG (Fiber Bragg grating) and VDM (video displacement meter) components was used to monitor both the strain and deformation of the tunnel cross-section. Initially, a comprehensive experimental study was carried out using FBG strain sensors with temperature-compensated grating. The temperature-compensated grating was used to further improve the monitoring accuracy. The data show that the stability and accuracy were better than the traditional electronic strain sensor. Secondly, high-precision and multipoint monitoring of railway tunnel lining deformation was achieved by using VDM technology. Three months of case study results taken from the Gansu Railway Tunnel in China demonstrated a tunnel cross-section strain accuracy for microstrain and crown deformation at the submillimeter level, respectively. The technology provides a new high-precision way to monitor the condition of tunnel lining structures.

摘要

本文提出了一种用于铁路隧道衬砌结构的双参数应变/位移安全监测技术。采用了一个集成有光纤布拉格光栅(FBG)和视频位移计(VDM)组件的监测系统,来监测隧道横截面的应变和变形。首先,使用带有温度补偿光栅的FBG应变传感器进行了全面的实验研究。温度补偿光栅用于进一步提高监测精度。数据表明,其稳定性和精度优于传统的电子应变传感器。其次,通过使用VDM技术实现了对铁路隧道衬砌变形的高精度和多点监测。来自中国甘肃铁路隧道的三个月案例研究结果表明,隧道横截面应变精度分别达到微应变级别,以及拱顶变形达到亚毫米级别。该技术为监测隧道衬砌结构状况提供了一种新的高精度方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7893/11478644/c954967173b3/sensors-24-06201-g001.jpg

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