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通过对某一采用满堂支架现浇法施工的斜拉桥的分析,明确了对该桥斜拉索需采用二次张拉到位的方式,介绍了斜拉桥拉索初始张拉力的确定方法以及成桥后的索力调整方法。
Through the analysis of a cable-stayed bridge constructed by cast-in-place method with full support, it is clear that the method of determining the initial tensile force of the cable of the cable-stayed bridge is introduced. After the cable force adjustment method.