摘要
简要介绍广西鹿寨新胜大桥矮塔斜拉受力模式下梁塔组合受力特性、施工调索工序及其经济性,以其总结经验,为类似工程提供参考.
This paper briefly introduces the stress characteristics of beam tower combination,construction rope adjusting procedure and its economy under the cable-stayed stress mode of low tower Xinsheng Bridge in Luzhai City,Guangxi Province,and summarizes the experience to provide reference for similar projects.
作者
胡士波
任荣明
HU Shi-bo;REN Rong-ming(China Blue Design(Group)Co.Ltd.,Nanning 530000,China)
出处
《工程建设与设计》
2020年第17期182-184,共3页
Construction & Design for Engineering
关键词
悬浇施工
矮塔斜拉桥
预应力混凝土
梁塔组合
hanging casting construction
low tower cable-stayed bridge
prestressed concrete
tower of beam combination