曲线梁桥支座脱空破坏与处置对策研究

Xiamen City airport road wreath island north road is continuous box girder curve bridge， the flat surface is located in the circle curve which R=135m， upper part structure is continues box girder， transition pier adopts double rectangle rubber bearing. The side pillar adapts circle rubber bearing， the center pier is steel pipe and concrete pier， After the construction， the whole beam become outside move， transition pier take off and the side pier appear sheared to break etc. disease， Ask for the help of MIDAS/Civil calculation software to carry on imitate calculation to the whole bridge， analysis the disease appeared， main causes are the press stressed steels’ direction are not direct and temperature loads’ influence. Put forward a repair project to reinforce the project on this foundation. Validate the correctness and shepherd the design.