铁道标准设计2017，Vol.61Issue(7)：76-79,4.DOI:10.13238/j.issn.1004-2954.2017.07.017
石济客运专线预应力混凝土槽形梁设计研究
Study and Design of Pre-Stressed Concrete Trough Girder of Shijiazhuang-Ji'nan Dedicated Passenger Railway Line
摘要
Abstract
In order to reduce the height of embankment at both ends of the line near the railway station, to reduce project investment and, at the same time, to meet the requirement to cross flood control and interchange road, through bridge of trough girder structure with lower building structure can be used. With reference to the new project of Shijiazhuang to Ji'nan dedicated passenger railway line across the beam structure of YuWang Road, structure analysis and design optimization are conducted by finite element software. The double track groove design analysis of beam structure, spatial structure calculation of the trough beam and spatial analysis and dynamic characteristics of vehicle track bridge coupling dynamic are presented. The channel beam combined effect of bending shear torsion and the box girder section edge spatial deformation are considered comprehensively in current applications. Trough continuous beam is less used in high speed railway engineering due to the lack of specific experience and theoretical formula. The solution of such technical problem provides an important reference for similar bridge design.关键词
槽形梁/连续梁/设计/客运专线铁路Key words
Trough girder/Continuous beam/Design/Dedicated passenger railway line分类
交通工程引用本文复制引用
李战胜..石济客运专线预应力混凝土槽形梁设计研究[J].铁道标准设计,2017,61(7):76-79,4.基金项目
铁道第三勘察设计院集团有限公司科研课题(721344) （721344）
