放水塔工作桥支撑系统稳定性计算

The stability calculation of water tower service bridge supporting system

对渭南市涧峪水库输水洞放水塔工作桥采用的现浇钢筋混凝土T形梁方案进行了分析,得出该方案的压杆与工作桥的支撑系统在工作荷载作用下稳定的结论,说明了工作桥支撑系统施工设计方案在技术上是可行的。

The cast-in-place reinforced concrete T-typed beam plan adopted in water tower service bridge of Jianyu reservoir hydraulic hole in Weinan was analyzed. It concluded that the compression bar and service bridge supporting system were stable under working loading. It proved that the service bridge supporting system construction design plan was feasible in technology.