城市轨道交通折返线的安全防护距离分析
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摘要
安全防护距离为安全制动模型下的停车点和常用制动停车点之间的距离。介绍城市轨道交通中折返线安全防护距离的计算方法,分析不同折返配线下安全防护距离的长度和影响安全防护距离长度的主要因素。
The length of safety protection distance is the distance between the parking point of the safety braking model and the parking point of service brake. This paper introduces the calculation method of the safety protection distance of turn-back line in urban rail transit, analyzes the safety protection distance in several common turn-back station layout, and the effective influence factors on the safety protection distance.
The length of safety protection distance is the distance between the parking point of the safety braking model and the parking point of service brake. This paper introduces the calculation method of the safety protection distance of turn-back line in urban rail transit, analyzes the safety protection distance in several common turn-back station layout, and the effective influence factors on the safety protection distance.
引文
[1]中华人民共和国住房和城乡建设部.GB 50157-2013地铁设计规范[S].北京:中国建筑工业出版社,2014.
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[3]李英,周立新,宋贤林.城市轨道交通安全线配置条件分析[J].城市轨道交通研究,2004,7(2):74-77.Li Ying,Zhou Lixin,Song Xianlin.Analysis on the Configurable Condition of Safety Track in Urban Mass Transit[J].Urban Mass Transit,2004,7(2):74-77.
[4]吴学全.铁路安全线的设计研究[J].高速铁路技术,2012,3(3):11-13.Wu Xuequan.Study on Design of Railway Safety Siding[J].High Speed Railway Technology,2012,3(3):11-13.
[5]刘婧婧,曲睿.湿轨可保证紧急制动率值对信号系统安全制动距离的影响[J].城市轨道交通研究,2016,19(7):151-153.Liu Qianqian,Qu Rui.Impact of Wet Rail GEBR Value on Safety Breaking Distance of Signal System[J].Urban Mass Transit,2016,19(7):151-153.
[6]王惠凤.现代有轨电车折返线布置形式及长度研究[J].城市轨道交通研究,2017,20(4):90-93.Wang Huifeng.Layout and Length of the Turn-back Line for Modern Tram[J].Urban Mass Transit,2017,20(4):90-93.
[7]苏云峰,邓志翔.城市轨道交通尽端式站后折返线长度及效率计算[J].城市轨道交通研究,2014,17(4):67-68.Su Yunfeng,Deng Zhixiang.Calculation of the Length and efficiency of turning-back line at Urban Rail Transit Dead-end Station[J].Urban Mass Transit,2014,17(4):67-68.
[8]朱东飞,郑生全.城市轨道交通折返线设计[J].城市轨道交通研究,2015,18(S2):151-153.Zhu Dongfei,Zheng Shengquan.Design of Urban Rail Transit Turn-back Station[J].Urban Mass Transit,2015,18(S2):151-153.
[9]王京峰.地铁安全线长度分析[J].城市轨道交通研究,2008,11(2):53-56.Wang Jingfeng.An Analysis of the Length of Metro Safety Line[J].Urban Mass Transit,2008,11(2):53-56.
[2]刘波,康强.轨道交通折返线路相关问题的分析探讨[J].铁路通信信号工程技术,2016,13(3):80-84.Liu Bo,Kang Qiang.Issues about Turn-back Track in Urban Rail Transit[J].Railway Signalling&Communication Engineering,2016,13(3):80-84.
[3]李英,周立新,宋贤林.城市轨道交通安全线配置条件分析[J].城市轨道交通研究,2004,7(2):74-77.Li Ying,Zhou Lixin,Song Xianlin.Analysis on the Configurable Condition of Safety Track in Urban Mass Transit[J].Urban Mass Transit,2004,7(2):74-77.
[4]吴学全.铁路安全线的设计研究[J].高速铁路技术,2012,3(3):11-13.Wu Xuequan.Study on Design of Railway Safety Siding[J].High Speed Railway Technology,2012,3(3):11-13.
[5]刘婧婧,曲睿.湿轨可保证紧急制动率值对信号系统安全制动距离的影响[J].城市轨道交通研究,2016,19(7):151-153.Liu Qianqian,Qu Rui.Impact of Wet Rail GEBR Value on Safety Breaking Distance of Signal System[J].Urban Mass Transit,2016,19(7):151-153.
[6]王惠凤.现代有轨电车折返线布置形式及长度研究[J].城市轨道交通研究,2017,20(4):90-93.Wang Huifeng.Layout and Length of the Turn-back Line for Modern Tram[J].Urban Mass Transit,2017,20(4):90-93.
[7]苏云峰,邓志翔.城市轨道交通尽端式站后折返线长度及效率计算[J].城市轨道交通研究,2014,17(4):67-68.Su Yunfeng,Deng Zhixiang.Calculation of the Length and efficiency of turning-back line at Urban Rail Transit Dead-end Station[J].Urban Mass Transit,2014,17(4):67-68.
[8]朱东飞,郑生全.城市轨道交通折返线设计[J].城市轨道交通研究,2015,18(S2):151-153.Zhu Dongfei,Zheng Shengquan.Design of Urban Rail Transit Turn-back Station[J].Urban Mass Transit,2015,18(S2):151-153.
[9]王京峰.地铁安全线长度分析[J].城市轨道交通研究,2008,11(2):53-56.Wang Jingfeng.An Analysis of the Length of Metro Safety Line[J].Urban Mass Transit,2008,11(2):53-56.