The construction of cast-in-place box girders for the third and fourth spans of Guangdong North Extra Large Bridge was simulated using Ansys finite element analysis software.Through comparative analysis of different support structures and combined with geological environment characteristics,the deformation problem at the connection point was studied.It was found that reducing the span of the Bailey beam is an effective improvement plan,which can reduce vertical deformation and improve construction quality.There is a certain gap in the overall stability of reinforced Bailey beams,while the transverse encrypted Bailey beams perform better in reducing vertical deformation.
关键词
贝雷梁/满堂式支架/现浇箱梁
Key words
Bailey beam/full space support/cast-in-place box girder
维普
万方数据