摘要
青银高速公路济南黄河大桥跨大堤桥为主跨140 m的预应力混凝土连续梁桥,为保证桥梁成桥线形和应力与设计一致,施工中采用了施工控制。分析了施工过程中主要工艺参数的控制技术。用自适应控制方法控制施工预拱度,通过实测信息,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,取得了理想的效果。
Jinan Yellow River Bridge of Qing-Yin express way is a prestress concrete continuous frame bridge,and its main span is 140 m.In order to ensure the bridge linearly and force can accord with design,the process of construction has to be monitored.In this paper,some control techniques of main technology parameters during construction of the bridge are analyzed.Camber is controlled by adaptive control theory,and parameters in calculation of finite element are adjusted and modified by the information of measurement,and the true stress of the actual structure is obtained by means of strain gauging and stress analysis.Construction quality of bridge is controlled in the extent of design and fine results is obtained.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2010年第5期150-152,156,共4页
Journal of Wuhan University of Technology
关键词
连续梁桥
施工控制
自适应方法
桥梁线形与内力
continuous frame bridge
control technique
method of adaptive control
linearity and stress of bridge