反演理论在悬臂灌筑平弯梁桥线形监控中的应用

APPLIANCE OF INVERSION THEORY IN ALIGNMENT CONTROL OF PLANE CURVED BRIDGE BY CANTILEVER SEGMENTAL CONSTRUCTION

  • 摘要: 将反演理论应用于PC平弯桥梁悬臂分段施工线形监控计算中,在桥梁施工线形控制中依据前期对已建成T形悬臂结构变位的实际监测结果,由位移反分析法实现了结构分析参数准确取值的优化途径,由此可以确保中、后期各梁段施工线形调控计算和实施的精确度,最终达到竣工后桥梁线形与目标线形的吻合。通过用该方法对青海省平阿高速公路园艺场PC平弯连续刚构梁桥监控的实施,使该桥合龙精度和成桥线形均达到了期望的 效果。

     

    Abstract: The inversion theory is applied to plane curved bridge’s alignment control and calculation of segmental construction. According to actual monitoring displacement results of existed T-shaped cantilever structures, an optimized approach of accurate value is achieved in displacement reverse analysis method so that the calculation accuracy of alignment control of every girder segment in entire construction can be guaranteed. This method is used in the construction monitoring and supervising for Yuanyichang circular curved rigid frame bridge on Ping’an-Adai highway, to make closure accuracy and bridge alignment reach to desired effect.

     

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