对于高墩(40m)、超小曲线半径(R=180m)箱梁架设,采用传统方法会存在箱梁无法配重、架桥机无法就位、正常就位后无法喂梁的问题。本文依托白河互通立交工程项目,对普通的双导梁架桥机进行简单改造,采用增加临时支腿以及旋转、横移架桥机的方法,克服了过孔和喂梁的技术难题;对比了B匝道4跨梁的不同架梁方案的经济效益,得出增加临时支腿、架桥机架设的施工方法能极大地节约施工成本。箱梁架设后安全性、稳定性和精度等均满足要求,工程实施取得了良好的效果。 For the high pier (40m), the ultra-small curve radius (R = 180m) box girder erection, the traditional method there will be box girder can not be counterbalanced, erecting machine can not be in place, the normal place can not feed beam problem. Based on the project of Baihe Interchange, this paper simply reconstructs the common double-girder bridge erecting machine, and overcomes the technical problems of passing holes and feeding girders with the method of adding temporary supporting legs and rotating and transversing erecting machines B ramp 4 beam beam of different beams of the economic benefits of the program, resulting in an increase of temporary outrigger, bridging the installation of construction methods can greatly save construction costs. After the erection of the box girder safety, stability and accuracy are to meet the requirements, the project has achieved good results.