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轨道交通“桥建合一”高架车站大悬臂独柱墩结构设计研究
引用本文:毛远文,任科,刘志军.轨道交通“桥建合一”高架车站大悬臂独柱墩结构设计研究[J].城市道桥与防洪,2021(1):104-106,136.
作者姓名:毛远文  任科  刘志军
作者单位:中铁二院贵阳勘察设计研究院有限责任公司,贵州贵阳550002;中铁二院贵阳勘察设计研究院有限责任公司,贵州贵阳550002;中铁二院贵阳勘察设计研究院有限责任公司,贵州贵阳550002
摘    要:贵阳市轨道交通1号线窦官高架车站为“桥建合一”结构体系,桥墩采用大悬臂盖梁独柱墩。两种不同的受力体系组合在一起。“桥建合一”高架车站受力复杂,对空间框架体系的收缩、徐变,以及温度力的影响进行分析,并对大悬臂预应力混凝土盖梁受力进行介绍。其设计方法和成果可为同类高架车站提供设计参考。

关 键 词:高架车站  大悬臂盖梁独柱墩  收缩  徐变  温度
收稿时间:2020/5/23 0:00:00

Study on Design of Long-cantilever Single-column Pier Structure of Rail Traffic "Bridge-Station Combined" Elevated Station
MAO Yuanwen,REN Ke,LIU Zhijun.Study on Design of Long-cantilever Single-column Pier Structure of Rail Traffic "Bridge-Station Combined" Elevated Station[J].Urban Roads Bridges & Flood Control,2021(1):104-106,136.
Authors:MAO Yuanwen  REN Ke  LIU Zhijun
Abstract:Douguan Elevated Station in Guiyang Rail Traffic Line 1 is a "bridge-station combined structure" system. Its pier is a long-cantilever bent cap single-column pier. Two different stress systems are combined together. The stress of "bridge-station combined" elevated station is complex. The influences of shrinkage, creep and temperature on the spatial framework system are analyzed, and the stress of long-cantilever pre-stressed concrete bent cap is introduced. The design methods and results can provide the reference for the design of the similar elevated stations.
Keywords:elevated station  long-cantilever bent cap single-column pie  shrinkage  creep  temperature
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