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利用动态基站技术监测跨海大桥结构形变的研究
引用本文:姜晨光,姜忠平,彭建国,贺勇,杨吉民.利用动态基站技术监测跨海大桥结构形变的研究[J].武汉理工大学学报(交通科学与工程版),2007,31(2):262-265.
作者姓名:姜晨光  姜忠平  彭建国  贺勇  杨吉民
作者单位:1. 江南大学土木工程学院,无锡,214122
2. 湖南省交通规划勘察设计院,长沙,410011
3. 莱阳农学院,青岛,266109
基金项目:国家自然科学基金,江南大学211建设重点基金
摘    要:跨海大桥大多远离陆地,由于电子全站仪、GPS测程的限制,传统大桥形变监测手段常因远离基准点而无法对跨海大桥实施有效监控. 针对长大跨海大桥形变监测的困难性,提出了跨海大桥结构形变监测的动态基站自动监测技术,动态基站自动监测技术的核心是电子全站仪与GPS-RTK技术的有机集成.结合实例阐述了跨海大桥动态基站自动监测技术的实施方法、实施要领与实施注意事项.

关 键 词:跨海大桥  自动监测  动态基站  测量机器人
修稿时间:2006-10-09

Study on Structural Deformation Monitoring of Sea-crossing Bridges by Dynamic Base-station Monitoring Technique
Jiang Chenguang,Jiang Zhongping,Peng Jianguo,He Yong,Yang Jimin.Study on Structural Deformation Monitoring of Sea-crossing Bridges by Dynamic Base-station Monitoring Technique[J].journal of wuhan university of technology(transportation science&engineering),2007,31(2):262-265.
Authors:Jiang Chenguang  Jiang Zhongping  Peng Jianguo  He Yong  Yang Jimin
Institution:1.Department of Civil Engineering, Southern Yangtze University, Wuxi 214122;2.Communication Plan and Investigation and Design Institute of Hunan Province, Changsha 410011;3.Laiyang Agricultural College, Qingdao 266109
Abstract:Many sea-crossing bridges are far away from continent.It is difficulty to monitor their structural deformation by traditional way because there is a limit in survey range of ETS(electronic total station) or GPS.The dynamic base-station monitoring technique of structural deformation of sea-crossing bridges is put forward to overcome the difficulty.The new way uses the integrated technique of ETS and GPS-RTK.The monitoring process,monitoring essentials and monitoring points for adopting dynamic base-station monitoring technique are expounded with an example.
Keywords:sea-crossing bridge  automatic monitoring  dynamic base-station  surveying robot
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