香港珠海马考大桥浸入式隧道最终接头闭合状态测量

Xuhong Suo, Guohui Liu, Dejin Zhang, Minglei Guan
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苏旭红、刘国辉、张德进、关明磊4 1)中交第一航务工程有限公司,山东青岛266071 2)深圳大学广东省城市信息学重点实验室,广东深圳518060 3)深圳大学建筑与城市规划学院,广东深圳市518060。中国4)深圳理工大学人工智能学院,广东省深圳市518055摘要:香港竹海马考大桥的沉水隧道采用从东西人工岛向中间下沉形成封闭的龙口,然后下沉最后接头贯通的施工模式。最终的联合状态参数测量是决定项目成败的关键因素。针对闭合状态测量效率低、测量精度低、可靠性差、无法实时调整等问题,提出了闭合状态形成的实时测量方法。首先,将测量特征点布置在形成闭合的两个管接头的端面上,通过测量获得特征点在管接头坐标系中的坐标。其次,在下沉和铺设过程中,采用测量塔法和人孔铸点法测量和调整闭口的状态。最后,三个测量结果是一致的
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Closure state measurement of final joint of the immersed tunnel of the Hong Kong-Zhuhai-Macao Bridge
SUO Xuhong, LIU Guohui, ZHANG Dejin , and GUAN Minglei 4 1) CCCC First Harbor Engineering Co. Ltd., Qingdao 266071, Shandong Province, P. R. China 2) Guangdong Key Laboratory for Urban Informatics, Shenzhen University, Shenzhen 518060, Guangdong Province, P. R. China 3) School of Architecture and Urban Planning, Shenzhen University, Shenzhen 518060, Guangdong Province, P. R. China 4) School of Artificial Intelligence, Shenzhen Polytechnic, Shenzhen 518055, Guangdong Province, P. R. China Abstract: The immersed tunnel of the Hong Kong-Zhuhai-Macao Bridge adopts the construction mode of sinking from the east and west artificial islands to the middle to form a closed dragon mouth, and then sinking the final joint through. The final joint state parameter measurement is the key factor determining the success or failure of the project. Aiming at the problems of low efficiency, low measurement accuracy, poor reliability and inability to adjust the state of the closure in real time, this paper proposes a real-time measurement method for the formation of the closure state. Firstly, the measurement feature points are arranged on the end faces of the two pipe joints that form the closure, and the coordinates of the feature points in the pipe joint coordinate system are obtained by measurement. Secondly, in the process of sinking and laying, the measuring tower method and the manhole casting point method are used to measure and adjust the state of the closing mouth. Finally, the three measurement results are uniformly
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