分析了多跨连续梁桥的临时固结竖向和水平弹性支承刚度、转动弹性支承刚度,以南水北调丹江口施工大桥工程为例,对临时固结的连续梁桥在∏构合拢过程中各种工况的挠度,进行模拟计算,并与实测值进行比较分析,提出了不同临时固结工况对连续梁挠度影响规律。 In this paper, the vertical and horizontal elastic support stiffness and the rotational elastic support stiffness of the temporary bridge with multi-span continuous girder bridge are analyzed. Taking the Danjiangkou Bridge construction project under the South-to-North Water Diversion Project as an example, Deflection, the simulation calculation, and compared with the measured values, the proposed different temporary consolidation conditions on the continuous beam deflection rules.