测绘通报 ›› 2020, Vol. 0 ›› Issue (7): 120-124,129.doi: 10.13474/j.cnki.11-2246.2020.0227

• 技术交流 • 上一篇    下一篇

基于三维激光扫描技术的古塔变形监测

王莉1, 周佳薇2, 王泓森3, 蒋大鹏4   

  1. 1. 咸阳职业技术学院, 陕西 咸阳 712000;
    2. 西安科技大学测绘科学与技术学院, 陕西 西安 710054;
    3. 自然资源部第一地理信息制图院, 陕西 西安 710054;
    4. 自然资源部第二地形测量队, 陕西 西安 710054
  • 收稿日期:2019-12-03 修回日期:2019-12-18 出版日期:2020-07-25 发布日期:2020-08-01
  • 通讯作者: 王泓森。E-mail:1748377358@qq.com E-mail:1748377358@qq.com
  • 作者简介:王莉(1975-),女,博士,高级工程师,主要从事大气污染防治、水污染防治、建筑工程管理的工作。E-mail:271650850@qq.com

Deformation monitoring of ancient towers based on 3D laser scanning technology

WANG Li1, ZHOU Jiawei2, WANG Hongsen3, JIANG Dapeng4   

  1. 1. Xianyang Vocational Technical College, Xianyang 712000, China;
    2. College of Geomatics, Xi'an University of Science and Technology, Xi'an 710054, China;
    3. The First Geo-information Mapping Institute of MNR, Xi'an 710054, China;
    4. The Second Topographic Surveying Brigade of MNR, Xi'an 710054, China
  • Received:2019-12-03 Revised:2019-12-18 Online:2020-07-25 Published:2020-08-01

摘要: 为探究传统变形监测方法难以满足古塔全部形变特征的解决办法,本文以铜川市延昌塔为研究对象,采用三维激光扫描技术获取塔体点云数据,利用Geomagic软件进行建模,利用Matlab软件拟合计算塔的倾斜变化状况。结果表明:2015—2019年,延昌寺塔各层存在不同程度的扭转现象,古塔整体偏移基本上保持不变,变化趋势基本稳定。三维激光扫描技术获得多期监测数据分析得出的古塔变化趋势与实际吻合,方法可行,精度较高。研究成果以期为同类项目的开展提供参考和技术支持。

关键词: 三维激光扫描, 建筑物变形, 点云数据, 精度, 变形监测

Abstract: In order to explore the traditional deformation monitoring method, it is difficult to satisfy all deformation characteristics of ancient towers. This paper takes Yanchangta of Tongchuan city as the research object, uses 3D laser scanning technology to obtain the data of the tower's point cloud, and uses Geomagic software to model. Matlab software is used to fit the tilt variation of the tower. The results show that:from 2015 to 2019, there are different degrees of torsion in each layer of the Yanchang Temple Tower, and the overall offset of the ancient tower remains basically unchanged, and the trend of change is basically stable. 3D laser scanning technology has obtained the change trend of the ancient tower analyzed by multiple monitoring data. The method is feasible and the accuracy is high. The research results are intended to provide reference and technical support for the development of similar projects.

Key words: 3D laser scanning, building deformation, point cloud data, precision, deformation monitoring

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