摘要
通过奉科金沙江大桥的设计,介绍连续刚构桥双薄壁式桥墩受力特点及合龙顶推措施。
Through the design of Fengke Jinsha river great bridge, this paper introduces force characteristics of the double thin wall pier of continuous rigid frame bridge and the measures of closure jacking.
出处
《林业建设》
2014年第2期72-74,共3页
Forestry Construction
关键词
连续刚构
主墩墩身分析
顶推力
Continuous rigid frame
analysis of main pier
jacking force
