地面激光扫描监测煤矿井下有轨电车运输

Chung Van Pham, C. Le, Long Quoc Nguyen, Ha Thi Thu Le, Anh Tuan Nhu Nguyen, Hung Nguyen, H. Nguyen
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引用次数: 0

摘要

有轨电车运输是煤矿井下重要的运输系统之一。矿井轨道系统的稳定性受地质条件、开采条件等诸多因素的影响。为评价煤矿井下有轨电车轨道的稳定性,定期开展监测活动。这项活动的目的是提供铁路系统当前状态的准确数据,及早发现系统的位移和变形。介绍了地面激光扫描技术(TLS)在煤矿井下有轨电车轨道监测中的应用效果。本研究的目的是评估TLS在地下煤矿有轨电车轨道监测中的能力,并提出该活动的工作流程。试验在Nui Beo地下煤矿主运输隧道-350 m水平的有轨电车上进行。提出了规划、现场数据采集、数据处理和数据分析的流程。所使用的测量设备包括:(1)用于TLS测量的Topcon GLS 2000扫描仪,(2)用于测量轨道高程的数字水平仪,(3)用于测量轨道之间距离的胶带。在TLS点云上进行了两条铁路线之间距离的测量。与胶带的对比表明,TLS与胶带的最大差值小于3 mm,满足煤矿井下有轨电车轨道监测的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Monitoring tram rail transport in underground coal mines using terrestrial laser scanning
Tram rail transport is one of the important transport systems in underground coal mines. The stability of the tramway system in a mine is influenced by many factors, such as geological and mining conditions. In order to evaluate the stability of tramway tracks in underground coal mines, monitoring activities are carried out periodically. This activity is to provide accurate data on the current status of the rail system, early detection of displacement and deformation of the system. This paper presents the results of monitoring tram tracks in underground coal mines by the terrestrial laser scanning technology (TLS). The objective of the study are to evaluate the capacity of TLS in monitoring tram tracks in underground coal mines, and to propose a workflow for this activity. The experiment was held at the tramway in the main transport tunnel at the level of -350 m in the Nui Beo underground coal mine. A procedure was proposed, including the planning, collecting data in the field, data processing, and analyzing data. The surveing equipment was used, including: (1) a Topcon GLS 2,000 scanner for the TLS survey, (2) Digital leveling for measuring the elevation of the rails, (3) a tape for measuring the distance between the rails. The measurement of the distance between two railway lines were performed on the TLS point cloud. The comparison between TLS and the tape showed that the maximum difference was less than 3 mm and met the requirements of the monitoring of tram tracks in underground coal mines.
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