基于单轴光纤陀螺的曲线桥线形检测方法研究
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1.武汉理工大学 信息工程学院;2.交通运输部水运科学研究所;3.武汉理工大学 光纤传感技术与网络国家工程研究中心

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Curved Bridge Deformation Measuring Method Based on Single-axis Fiber Optic GyroscopeLIU Miao1, JIANG Yongsheng2, GAN Weibing3, HU Wenbin3, WANG Zao1, JIANG Ru1, TU Shiyu1
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1.Chian Waterborne Transport Research Institute;2.National Engineering Research Center of Fiber Optic Sensing Technology and Networks;3.School of Information Engineering,WHUT

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    摘要:

    针对现有基于单轴光纤陀螺的惯性检测系统无法用于曲线桥结构线形的局限,提出了基于单轴光纤陀螺的曲线桥有轨线形检测方法。首先,阐述了基于单轴光纤陀螺的直线桥线形检测原理、陀螺的误差来源和曲线桥检测难点,根据导航算法对单轴光纤陀螺检测弯道线形可行性进行分析;然后搭建曲线型试验轨道和一套轨道检测小车及无线线形采集系统;最后,将集成好的线形检测系统在试验轨道上测试,通过改变试验轨道形变程度构造不同试验工况,将实际测量结果与千分尺测量结果对比以验证理论的可行性和准确性。结果表明,该方法可以识别不同工况下曲线型轨道形变程度,测量精度优于1mm,具有测量原理简单、系统实现和检测成本低的优势,结合桥梁检测轨道的配备,可为各类大型桥梁提供不封桥、不停运形变检测新思路。

    Abstract:

    Aiming at the limitation that the bridge deformation measuring system based on single-axis fiber optic gyroscope cannot be used for horizontally curved bridge structure, a new method is proposed for bridge deformation measuring of horizontally curved bridge or track based on single-axis fiber optic gyroscope. Firstly, the principle of linear bridge deformation measuring based on single-axis fiber optic gyroscope is presented. And the error source of gyro and the difficulty of curved bridge detection are explained. The feasibility of curved track measuring by single-axis fiber optic gyroscope is analyzed according to the navigation algorithm. Then a curved test track was built and a set of track inspection trolley with wireless acquisition system wass assembled. The horizontal curve of the home-made curved track was measured manually for consequent experiments. Finally, the experiments under different test stages were performed to verify the feasibility and accuracy of the proposed algorithm. The results show that the method can identify the precise deformation of curved rail under different test stages with an accuracy of less than 1mm. Owing to the simplification of the inspection setup and the economic cost of the deformation measuring, the proposed method and the corresponding setup will provides a new approach for the massive deformation inspection of various large-scale bridges without closing bridge or stopping bridge transportation.

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历史
  • 收稿日期:2022-05-04
  • 最后修改日期:2022-05-04
  • 录用日期:2022-05-27
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