摘要
以济广高速济南连接线工程为依托,对其匝道桥花瓶式桥墩顶部受力进行空间分析,分析该类型桥墩墩顶的横桥向受力特点,提出合理的配筋方式,并结合工程实际进行配筋计算。
With Jinan connecting line project of Jinan - Guangzhou highway as an example, spatial analysis of top stress bearing of ramp bridge vase - shape pier is carried out, and analyzes the transverse direction loading features of the top of this type of pier. Then, we put forward the reasonable way of reinforcement and calculate the reinforcement combined with the engineering practice.
关键词
花瓶墩
横桥向
配筋
vase - shape pier
transverse direction ofbridge
reinforcement
