摘要
本文介绍一座独柱墩曲线连续立交桥在施工完成后,针对曲线外侧梁的0号台内侧支座产生脱空、箱梁发生扭转变形的现象而采取的加固措施。
Sloughing of no. O pier inside support of the outside curved girder, torslional deformation of the box girder were appeared on a single pier curved flyover crossing bridge after its constructed. The method of reinforcement is described in this paper.
出处
《土工基础》
2003年第3期16-18,共3页
Soil Engineering and Foundation
关键词
独柱墩
曲线
连续梁
扭转变形
立交桥
加固
single column pier, continous girder, torslional deformation