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既有地铁整体道床线路接轨道岔施工技术 被引量:1
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作者 顾先明 《城市轨道交通研究》 北大核心 2009年第12期87-90,共4页
以上海轨道交通8号线与1号线在人民广场接轨工程为例,研究了既有地铁整体道床线路接轨道岔施工技术以及采用纤维增强聚氨酯发泡(FFU)合成枕木与混凝土结合的施工工艺。提出了地铁晚间停运期间施工的道岔质量控制和安全控制措施,可为类... 以上海轨道交通8号线与1号线在人民广场接轨工程为例,研究了既有地铁整体道床线路接轨道岔施工技术以及采用纤维增强聚氨酯发泡(FFU)合成枕木与混凝土结合的施工工艺。提出了地铁晚间停运期间施工的道岔质量控制和安全控制措施,可为类似工程提供参考。 展开更多
关键词 既有线路 接轨道岔 纤维增强聚氨酯发泡合成枕木 施工技术
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Numerical investigation on wheel-turnout rail dynamic interaction excited by wheel diameter difference in high-speed railway 被引量:6
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作者 Rong CHEN Jia-yin CHEN +2 位作者 Ping WANG Jing-mang XU Jie-ling XIAO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2017年第8期660-676,共17页
The wheel-rail relationship in turnout is more complicated than that in ordinary track. Profile wear and machining errors of the wheelset cause deviations Of the rolling radius on different wheels. Therefore, wheelset... The wheel-rail relationship in turnout is more complicated than that in ordinary track. Profile wear and machining errors of the wheelset cause deviations Of the rolling radius on different wheels. Therefore, wheelsets move to the direction of smaller diameter wheels in search of a new stable state and to change the condition before entering the turnout. Thc main aim of the present work is to examine the wheel-turnout rail dynamic interaction combined with the static contact behaviour. Calculations are performed on a high-speed vehicle CRH2 and the No. 12 turnout of the passenger dedicated line. The wheel-turnout contac! geometric relationship and normal contact behaviour under wheel diameter difference are assessed by the trace principle and finite element method. A high-speed vehicle-turnout coupling dynamic model is established based on SIMPACK software to analyse the wheel-rail dynamic interaction, riding comfort, and wear. Both the wheel diameter amplitudes and distribution patterns are accounted for. The simulation shows that wheel diameter difference can greatly disturb the positions' variation of wheel-rail contact points and affect the normal contact behaviour on switch rails by changing the load transition position. The effect of wheel diameter diffierence on wheel-turnout rail dynamic interaction can be divided into three according to its amplitude: when the wheel diameter difference is within 0-1.5 mm, the wheel flange comes into contact with the switch rail in advance, causing a rapidly increased lateral wheel-rail force; when it is within 1.5 2.5 mm, trains are subject to instability under equivalent in-phase wheel diameter difference; when it is larger than 2.5 mm, the continuous flange-switch rail contact helps strengthen the vehicle stability, but increases the wheel-rail wear. It is recommended to control the wheel diameter difference to within 2.5 mm but limit it to 2 mm if it is distributed in-phase. 展开更多
关键词 Wheel diameter difference TURNOUT Wheel-rail contact behaviour Dynamic perlbrmance of wheel-rail system High-speed railway
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