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Deformation Character and Application of the High Tower-pole of Bridge

机译:高塔极桥的变形特征及应用

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Combining with the 190-height tower-pole of Nanjing Second Yangzi river bridge, the dynamic deformation proceed of the high tower-pole is measured using precise GPS dynamic positioning technology and high precision total station positioning technology, and wind speed and temperature are simultaneously measured. The data is analyzed and processed. The dynamic models about the tower-pole is studied, and the data of the dynamic models are diagnosed. The characters and rules of daily deformation about the high tower-pole are summarized. The effects of the heat radiation and wind pressure to the tower-pole deformation are analyzed. The changing status of torsional angles is calculated. Combining with filtering wave analysis and spectrum analysis methods, The effects and rules of temperature and wind pressure to the high tower-pole deformation is discussed. It shows that the deformation of the tower-pole can be predicted by surveying temperature and wind speed. According to the established models, the reversed values of the location under different temperature and wind pressure is calculated in the course of the installation of the bridge steel box beam. It is valuable to guarantee the quality of the bridge.
机译:结合南京第二扬子河桥190高塔极,使用精确的GPS动态定位技术和高精度总站定位技术测量高塔极的动态变形前进,并同时测量风速和温度。分析和处理数据。研究了关于塔极的动态模型,并且诊断了动态模型的数据。总结了高塔极变形的人物和规则。分析了热辐射和风力压力对塔极变形的影响。计算扭转角的变化状态。结合过滤波分析和频谱分析方法,讨论了对高塔极变形的温度和风力压力的影响和规则。它表明,通过测量温度和风速,可以预测塔极的变形。根据建立的模型,在桥钢箱梁的安装过程中计算了不同温度和风力压力下的位置的反转值。保证桥的质量是有价值的。

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