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隧道建设(中英文) ›› 2017, Vol. 37 ›› Issue (3): 298-302.DOI: 10.3973/j.issn.1672-741X.2017.03.006

• 研究与探索 • 上一篇    下一篇

一种基于激光测距的大断面巷(隧)道收敛变形高效测量装置的研发及应用

马春德1, 2, 付伟2, *, 王业顺2, 胡顺喜2, 周亚楠2   

  1. (1. 中南大学高等研究中心, 湖南长沙 410083; 2. 中南大学资源与安全工程学院, 湖南长沙 410083)
  • 收稿日期:2016-08-03 修回日期:2016-11-07 出版日期:2017-03-20 发布日期:2017-03-30
  • 作者简介:马春德(1976—),男,辽宁丹东人,2010年毕业于中南大学,采矿工程专业,博士后,教授级高级工程师,主要从事岩石力学与采矿工程方面的研究工作。Email: cd.ma@163.com。*通讯作者: 付伟, Email: minefw2015@gmail.com。

Study and Application of A Highefficient Convergence/Deformation Measuring Device for Tunnels Based on Laser Principle

MA Chunde1, 2, FU Wei2, *, WANG Yeshun2, HU Shunxi2, ZHOU Ya’nan2   

  1. (1. Advanced Research Center, Central South University, Changsha 410083, Hunan, China; 2. School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China)
  • Received:2016-08-03 Revised:2016-11-07 Online:2017-03-20 Published:2017-03-30

摘要:

为保证大断面巷(隧)道收敛变形精确测量,研发了便捷式激光测距仪新装置,通过结构设计创新,新装置利用万向球云台替代多轴连接杆,提高了发射接收装置的稳定性和校准能力,最终实现了原位测量; 测点布置采用改进的十字型布置方式,增加BE测量路线,形成五测点矩阵ABB′CE; 利用小变形原理和三角函数原理推导出了巷道收敛变形计算原理,分别得到了巷道两侧帮相对中轴线的位移量和顶底板的位移量。由于客观因素导致测量数据存在误差,因此针对单次测量和多期测量分别进行误差处理,采用测定值子样平均值来估计单次测量真值,多期测量采用半参数回归分析法消除误差。新型装置在贵州开阳磷矿下属马路坪矿区得到了首次应用,对新开挖大断面巷道表面收敛变形进行长期监测,获得了该矿区深部软岩巷道的基本变形规律。

关键词: 大断面巷道, 收敛变形, 便捷式激光测距仪, 误差处理, 原位测量, 测量装置

Abstract:

A highefficient portable laser range finder is developed so as to accurately measure the surface convergence/deformation of tunnel crosssection. The stability and calibrating capacity of the device are improved and the insitu measurement is realized by replacing the multiaxis joint lever by universal joint. The improved cross layout mode is used for measuring points; and BE measuring line is added. The calculation formulas of surface convergence/deformation of tunnel are deduced by small deformation principle and trigonometric function; and the relative displacement of tunnel surface sides to axial line and that of tunnel roof and floor are obtained respectively. Errors objectively exist in measuring; as a result, error processing should be carried out for singlepoint measuring and multiphase measuring. The true value of singlepoint measuring is estimated by average value of repetitive measured subsample data; and that of multiphase measuring is estimated by semiparametric regression method. The abovementioned device has been successfully used in Maluping Mine in Guizhou province for the first time; and the basic deformation rules of deep soft tunnel of the project have been obtained.

Key words: large crosssection tunnel, surface convergence/deformation, portable laser range finder, error processing, insitu measurement, measuring device

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