连续刚构桥的预应力钢束设计研究  

Study on Prestress Tendon Design for Continuous Rigid Frame Bridge

作　　者：郭荣武 庄年[2] 

机构地区：[1]山东诚基工程建设有限公司,山东青岛266071 [2]北京市市政工程设计研究总院,北京100045

出　　处：《海岸工程》2011年第2期22-29,共8页Coastal Engineering

摘　　要：在对预应力设计基本要求及布束原则、预应力设计的理论依据及预应力筋布置形式分析的基础上,对大跨径预应力混凝土连续刚构桥的预应力钢束配置进行了研究,通过已建连续刚构桥得出预应力钢束的用量,并通过有限元程序对所得数据进行验证分析,得出了一些规律和结论,可以作为同类桥梁的设计参考。According to the basic requirements,the tendon-arrangement principles,and the theoritical basis for prestress design,the prestressed tendon arrangement for a long span prestressed concrete continuous rigid frame bridge is analyzed and studies.The needed amount of the prestressed tendon can be acquired from the designs for the completed bridges similar to this one.Some regularities and conclusions are derived from the relevant data analysis and verification by means of the software of the finite element method,and they can be used as reference for the bridge designs similar to this one

关 键 词：预应力 连续刚构桥 设计 合龙段 有限元计算 

分 类 号：U448.23[建筑科学—桥梁与隧道工程]