新型混合梁桥结构体系及设计参数  

A New Type Hybrid-beam Bridge Structural System and Its Design Parameters

作　　者：苏庆田[1] 秦飞 

机构地区：[1]同济大学土木工程学院,上海200092 [2]辽宁省交通规划设计院,辽宁沈阳110005

出　　处：《同济大学学报（自然科学版）》2013年第6期799-805,共7页Journal of Tongji University:Natural Science

基　　金：国家自然科学基金(50708075)

摘　　要：提出了在纵桥向用预应力混凝土梁和钢-混凝土组合梁相混合的新型混合梁桥结构体系,并分析比较了这种新型混合梁相对于其他形式梁桥的优势.推导了用于计算新型混合梁桥结构受力的表达式,总结了影响新型混合梁桥结构受力的关键因素,并得到这种混合梁边中跨比例与中跨结合段位置的相关关系.通过一工程实例的力学性能计算,表明此计算方法具有足够的计算精度,可应用于新型混合梁的结构计算.A new type hybrid-beam bridge, consisting of prestressed concrete beam and steel-concrete composite girder in longitudinal, is proposed. A comparative study is made of the advantages of this new hybrid beam and some other forms of beam bridges. Expression for calculating the mechanical behavior of this new type bridge is derived and the key factors that affect the mechanical behavior of the new hybrid beam bridge are summarized. The correlation between the length ratio of side span and mid span and the position of combined segment in the mid span is obtained. The mechanical properties of an actual project are calculated by the proposed method and the calculation results validate that the proposed deduction method is accurate enough to be used in computing and analyzing the structural behavior of the new type mixed- beam bridge.

关 键 词：混合梁 连续梁 结构体系 力学性能 

分 类 号：U443.35[建筑科学—桥梁与隧道工程]