基于摄影测量的预制节段梁空间位置的研究与验证

ChenYang Fan, Maolin Cheng, Hao Xiao, Zhangyan Zhao
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引用次数: 0

摘要

在预制节段梁调直拼装过程中,利用全站仪获取空间位姿的测量方法存在人工依赖性高、测量效率低、施工风险高等问题。分析了现有的非接触式测量方法。认为摄影测量具有实现自动化测量的条件,可以降低一定的施工风险。根据桥梁施工现场的复杂情况和恶劣环境,传统的摄像机标定方法已不适用。为此,提出了一种自标定方法。同时,根据自校准算法,拍摄的所有照片无法解算,存在照片冗余问题。对算法进行进一步优化,得到一种基于全局扫描的焦距标定方法,并通过摄像机拍摄对预制节段梁装配施工现场进行测试验证,探讨该方法在实际施工环境中的测量精度是否能满足施工要求。结果表明,该测量方法可以在预制节段梁施工环境中实现。测量精度满足预制节段梁的装配要求。
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Research and verification of space position of precast segmental beam based on photogrammetry
In the process of aligning and assembling prefabricated segmental beams, the measurement method of using total station to obtain spatial pose has the problems of high manual dependence, low measurement efficiency and high construction risk. The existing non-contact measurement methods are analyzed. It is concluded that photogrammetry has the conditions to realize automatic measurement and can reduce certain construction risks. According to the complex situation of bridge construction site and the harsh environment, traditional camera calibration methods are not applicable. Therefore, a self-calibration method is proposed. At the same time, according to the self-calibration algorithm, all photos taken cannot be solved, and there are problems of photo redundancy. The algorithm is further optimized to obtain a focal length calibration method based on global scanning, and the camera shooting is used to test and verify the construction site of prefabricated segmental beam assembly to explore whether the measurement accuracy of the method can meet the construction requirements in the actual construction environment. The results show that the measurement method can be realized in the construction environment of precast segmental beams. And the measurement accuracy meets the assembly requirements of precast segmental beams.
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