摘要
介绍了马鞍山长江公路大桥施工控制网复测情况,通过复测成果与原测成果的比较,结合现场施工及地形条件,分析了各控制点的稳定性,总结出施工控制网复测的技术方法和要点,实现了对该网后续复测、控制点加密及施工控制测量的指导。
The re-survey conditions for Ma'anshan Highway Bridge over Yangtze River are presented.Through the comparison of the re-survey results and the first-survey results,combining with the construction and terrain conditions,the stability of the control points are analyzed and evaluated.Finally,the technical methods and essential points of the re-surveying of bridge construction control net are summarized.Some instructive suggestions for the afterwards resurveying,pass points surveying and construction survey are brought out.
引文
[1]吴迪军.马鞍山长江大桥施工控制网设计与施测[J].工程勘察,2010(4):71-74
[2]中华人民共和国交通部.JTG C10-2007.公路勘测规范[S].北京:人民交通出版社,2007
[3]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB/T 16818-2008.中、短程光电测距规范[S].北京:中国标准出版社,2008
[4]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB 12897-2006.国家一、二等水准测量规范[S].北京:中国标准出版社,2006
目录