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大跨钢管混凝土拱桥施工监控研究
引用本文:邹中权,贺国京.大跨钢管混凝土拱桥施工监控研究[J].中南林业科技大学学报,2007,27(4):71-75.
作者姓名:邹中权  贺国京
作者单位:湖南科技大学土木工程学院 湖南湘潭411201(邹中权),中南林业科技大学土木建筑与力学学院 湖南长沙410004(贺国京)
摘    要:以衡南湘江公路大桥为例,探讨了钢管混凝土拱桥施工监控的主要工作内容和监控方法.指出监控系统的建立和理论分析中需要注意的问题,以此指导该桥的施工监控.最后给出了该桥的施工监控成果,并对该类桥型的施工提出一些有益的建议.

关 键 词:钢管混凝土  拱桥  施工监控  模拟计算
文章编号:1673-923X(2007)04-0071-05
收稿时间:2007-03-19
修稿时间:2007年3月19日

Research on the Construction Monitoring of Long-span CFST Arch Bridges
ZOU Zhong-quan,HE Guo-jing.Research on the Construction Monitoring of Long-span CFST Arch Bridges[J].Journal of Central South Forestry University,2007,27(4):71-75.
Authors:ZOU Zhong-quan  HE Guo-jing
Institution:1. School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China; School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410004, Hunan, China
Abstract:Taking Hengnan Xiangjiang Bridge as an example,this paper develops some analytical theory for the construction monitoring of CFST arch bridges,and discusses some problems that arise during the establishment of the monitoring system.Then,based on the above theory and system,the mechanical behavior of Hengnan Xiangjiang Bridge during its construction course was analyzed and its construction monitoring conducted on site.The analyzed results and monitoring made the construction of Hengnan Xiangjiang Bridge a smooth and successful case.
Keywords:concrete-filled steel tubular arch bridge  construction monitoring  geometric nonlinearity  simulating computation  precision matching
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