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连续刚构桥梁施工控制分析
引用本文:向木生.连续刚构桥梁施工控制分析[J].武汉理工大学学报,2002,24(6):44-47.
作者姓名:向木生
作者单位:武汉理工大学
基金项目:国家自然科学基金项目 (19772 0 38),湖北省交通科技资助项目 (鄂交技 [2 0 0 0 ]32 0号 )
摘    要:以京珠高速公路蔡甸汉公路大桥为例,分析了施工过程中主要工艺参数的控制技术,用人工神经网络误差调整理论控制施工预拱度,通过测试信息进行参数识别,调整和修正有限元计算参数,借助应变测量,分析了实际结构的真实应力,使桥梁的施工质量处于受控状态,这对同类桥梁的施工控制具有一定指导意义。

关 键 词:连续刚构桥  桥梁施工  控制技术
文章编号:1671-4431(2002)06-0044-04
修稿时间:2001年8月1日

Construction Control Analysis for Continuous Rigid Frame Bridge
Xiang Musheng Assoc.Prof.,School of Communication,WUT,Wuhan ,China..Construction Control Analysis for Continuous Rigid Frame Bridge[J].Journal of Wuhan University of Technology,2002,24(6):44-47.
Authors:Xiang Musheng AssocProf  School of Communication  WUT  Wuhan  China
Affiliation:Xiang Musheng Assoc.Prof.,School of Communication,WUT,Wuhan 430063,China.
Abstract:This paper instances Caidian Han river bridge on Jingzhu expressway, analyzes some control techniques of main technology parameters during construction of the bridge. Camber is controlled by error modification theory of neural network. Parameters are identified by the information of measurement, parameters in calculation of finite element are adjusted and modified, by means of strain gauging and stress analysis, the true stress of the actual structure is known. Construction quality of bridge is controlled within the extent of design.Its construction control is meaningful for identical type of bridge.
Keywords:continuous rigid frame bridge  construction of bridge  control technique
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