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基于机载三维激光扫描的长索索力测试技术

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由于拾振器安装与拆除耗时长,传统振动频率法测试效率低.为提升大跨度斜拉桥拉索索力测试的效率和精度,基于理论分析修正垂度法解析公式,提出一种基于机载三维激光扫描的修正垂度法长索索力测试方法,并结合主跨672 m的铁路斜拉桥进行现场试验.结果表明:解析公式法与频率法索力测试结果相对误差最大值为5.13%,本文测试方法有效提升了索力测试效率.索力误差与实测垂度误差正相关,与索长负相关.索长为194.9 m时,索力误差为10%;索长300 m时,索力误差为3.36%.本文提出的方法适用于长度300 m以上的长索索力测试,可通过多次测试取平均值消除偶然误差、规划合理飞行路径等方式提高索力测试精度.
Long Cable Force Testing Technology Based on UAV-borne Lidar Space Linear Scanning
Due to the long time required to install and dismantle the vibration pickup,the traditional vibration frequency method is inefficient.In order to improve the efficiency and accuracy of the cable force test of long span cable-stayed bridges,based on the theoretical analysis of the analytical formula of the modified sag method,and a modified sag method for testing cable force based on UAV-borne 3D laser scanning was proposed.Field tests were conducted on a railway cable-stayed bridge with a main span of 672 m.The results show that the maximum relative error of the analytical formula method and the frequency method in cable force testing is 5.13%.This testing method effectively improves the efficiency of cable force testing.The cable force error is positively correlated with the measured sag error and negatively correlated with the cable length.When the cable length is 194.9 m,the cable force error is 10%.When the cable length is 300 m,the cable force error is 3.36%.The method proposed in this paper is applicable to the testing of cable force for long cables with a length of over 300 m.It can improve the accuracy of cable force testing by eliminating accidental errors and planning reasonable flight paths by taking the average of multiple tests.

cable-stayed bridgecablecable force testsag method3D laser scanning

淮闯、李冰、姚京川、苏朋飞、王巍

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中国铁道科学研究院 研究生部, 北京 100081

中国铁路上海局集团有限公司, 上海 200071

中国铁道科学研究院集团有限公司, 北京 100081

斜拉桥 拉索 索力测试 垂度法 三维激光扫描

中国铁道科学研究院集团有限公司基金

2022YJ249

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(1)
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