铁道标准设计2016，Vol.60Issue(10)：72-75,93,5.DOI:10.13238/j.issn.1004-2954.2016.10.017
宁安铁路小角度斜交桥异形刚架空间分析研究
Spatial Analysis of Nanjing-An’qing Railway Small Angle Special Shaped Rigid Frame
田芳1
作者信息
- 1. 中铁第四勘察设计院集团有限公司，武汉 430063
- 折叠
摘要
Abstract
Nanjing to Anqing railway construction project traverses over No. 321 provincial road, and the angle between the new line and the existing road is only 16. 45 ° . In order to solve the structure height restriction and small skew angle, ( 39. 6+18. 7+41. 3+18. 7+39. 6 ) m rigid frame of special shape is selected after bridge type comparison. The paper focuses on the arrangement and design of the special shaped rigid frame with skylight and side window. The behavior and characteristics of the special shaped rigid frame are summarized, and the differences between two calculation methods of spatial and plane are compared and analyzed. The calculation results show that the structure can meet the requirements of the strength and stiffness of ballastless track bridge.关键词
铁路桥/异形刚架/有限元模型/空间分析Key words
Railway bridge/Special shaped rigid frame/Finite element model/Spatial analysis分类
交通工程引用本文复制引用
田芳..宁安铁路小角度斜交桥异形刚架空间分析研究[J].铁道标准设计,2016,60(10):72-75,93,5.
