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摩阻效应对现浇平转连续梁桥转体前变形的影响
引用本文:吴海军,刘健,张雷,王桢.摩阻效应对现浇平转连续梁桥转体前变形的影响[J].重庆交通大学学报(自然科学版),2012,31(Z1):665-667,675.
作者姓名:吴海军  刘健  张雷  王桢
作者单位:1. 重庆交通大学土木建筑工程学院,中国重庆,400074
2. 长治高速公路有限责任公司,中国山西长治,046000
摘    要:结合有限元分析软件,对现浇梁与底模支架之间的摩阻系数和模板黏结约束情况进行了分析,计算了主梁最大悬臂状态各单元挠度变化规律,说明一定情况下此摩阻效应对梁体变形有不可忽略的影响。

关 键 词:连续梁桥  平转施工  支架现浇  摩阻效应  变形

Friction Effect on Deformation before Rotation of Horizontal Swing Continuous Beam Bridge
Wu Haijun , Liu Jian , Zhang Lei , Wang Zhen.Friction Effect on Deformation before Rotation of Horizontal Swing Continuous Beam Bridge[J].Journal of Chongqing Jiaotong University,2012,31(Z1):665-667,675.
Authors:Wu Haijun  Liu Jian  Zhang Lei  Wang Zhen
Affiliation:1 (1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China; 2.Changzhi Expressway Co.,Ltd.,Changzhi 046000,Shanxi,China)
Abstract:Combined with finite element analysis software,the frictional coefficient between the casting beam and the holder of bottom shuttering were analyzed;the deflection change of every element in the girder was calculated when the pre-stressed reinforced steel stretched to the biggest cantilever state.The results indicate that the friction effect has noticeable impact on the monitor checking of the inverted camber of beam body.
Keywords:continuous beam bridge  horizontal swing construction  scaffold cast-in-situ  friction effect  deformation
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