广东交通职业技术学院学报2024,Vol.23Issue(2) :36-39.

基于旋转图像拼接的大跨桥梁施工变形监测技术应用研究

Research on the Application of Deformation Monitoring Technology in Long Span Bridge Construction Based on Rotating Image Mosaic

单海涛 张闵书 杨声 蔡文军 陈晨 赵青
广东交通职业技术学院学报2024,Vol.23Issue(2) :36-39.

基于旋转图像拼接的大跨桥梁施工变形监测技术应用研究

Research on the Application of Deformation Monitoring Technology in Long Span Bridge Construction Based on Rotating Image Mosaic

单海涛 1张闵书 2杨声 1蔡文军 1陈晨 1赵青1
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作者信息

  • 1. 宿迁市公路事业发展中心,江苏宿迁 223899
  • 2. 中国矿业大学力学与土木工程学院,江苏徐州 221116
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摘要

针对基于图像处理的大跨桥梁施工变形监测中全景拍摄方式的测量难度大、精度低等问题,提出一种基于旋转图像拼接的桥梁施工变形监测方法.该技术通过旋转拍摄方式获得桥梁的图像,经过一系列算法处理后拼接成桥梁的等效正视图像,并对施工前后的等效正视图像进行处理,将图像中测点的位移数据转换为实际变形值,从而完成桥梁施工阶段的变形监测.将此技术应用在江苏省 268 省道京杭运河大桥主桥施工过程的变形监测,结果表明,与水准测量结果相比,桥梁变形值相对误差在10%以内,满足工程监测要求.

Abstract

A bridge construction deformation monitoring method based on rotation image stitching is proposed to solve the difficulties and low accuracy of panoramic photography in image processing based deformation monitoring of large-span bridges.This technology obtains the image of the bridge through rotation photography,and after a series of algorithm processing,concatenates it into an equivalent front view image of the bridge.The equivalent front view images before and after construction are processed,the displacement data of the measurement points in the image is converted into actual deformation values,thereby completing deformation monitoring during the bridge construction phase.This technology has been applied to deformation monitoring during the construction process of the main bridge of the Jinghang Canal Bridge on Provincial Highway 268 in Jiangsu Province.The results show that compared with the leveling measurement results,the relative error of the bridge deformation value is within 10%,which meets the requirements of engineering monitoring.

关键词

桥梁变形/旋转拍摄/图像拼接/位移监测

Key words

bridge deformation/rotating shooting/image stitching/displacement monitoring

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基金项目

国家自然科学基金(51708545)

宿迁市交通运输科技与成果转化项目(JSTY[2021]007号)

出版年

2024
广东交通职业技术学院学报
广东交通职业技术学院

广东交通职业技术学院学报

影响因子:0.315
ISSN:1671-8496
参考文献量10
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