Abstract：Research purposes: With the rapid development and construction of urban rail transit，the percentage of the elevated track grows faster． How to gain an advantage in model selection and design of the elevated station structure and how to cut the impact of the elevated station on the city space as much as possible become the problems to be solved urgently． With combination of the construction experience of Line 3 of Shenzhen metro and metros of other cities，this paper analyzes and researches the commonly used structure scheme for the elevated station and the key points of design to provide some useful references to the similar elevated station．
Research conclusions: According to the load － bearing characteristics of the elevated station structure with " integration of building bridge structure" of Line 3 of the Shenzhen metro，the targeted measures for the structure design were taken and the relative checking methods were used． In this way，the good points and shortcomings of the such kind structure could be adopted and avoided to meet the requirements of the structure safety of the elevated station and passengers' comfortableness of urban rail transit．
毛学锋 许智焰 周永礼中铁二院工程集团有限责任公司， 成都 610031. 深圳地铁 3 号线高架车站结构设计研究[J]. 铁道工程学报, 2011, 28(12): 94-98.
MAO Xue － feng，XU Zhi － yan，ZHOU Yong － li. Research on Structure Design of Elevated Station of Line 3 of Shenzhen Metro. 铁道工程学报, 2011, 28(12): 94-98.
Yu Jitao． Discussion about Structural Design of Monorail Elevated Station Built on T － type Single Column Pier ［J］． Journal of Railway Engineering Society，2007( 4) : 96 － 99．
［5］ 李国豪． 桥梁结构稳定与振动［M］． 北京: 中国铁道出版社，1992．
Li Guohao． Stability and Vibration of Bridge Structures ［M］． Beijing: China Railway Publishing House，1992．
［6］ 李茂生． 建桥一体化车站结构研究及其应用［D］． 上海: 同济大学，2007．
Li Maosheng． Research and Application of Building and Bridge Structure Integrated Station ［D］． Shanghai: Tongji University，2007．
2011, Vol. 28 
版权所有 © 2014 《铁道工程学报》编辑部