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本文通过国省干线横五尤溪下村至玉池公路大濑坂大桥现浇连续箱梁的工程实例,阐述了小半径圆曲线弯桥不良地段现浇连续箱梁支架搭设稳定性的影响因素及应对措施,供以后类似工程参考。
In this paper, through the case of the cast-in-situ continuous box girder from Yokosuka Yokocho to Yuchi Highway in Yokocho National Highways, the influencing factors and countermeasures of the erection stability of cast-in-situ continuous box girder in the bad radius circular curve bend Measures for future similar projects for reference.