华南理工大学学报(自然科学版) ›› 2017, Vol. 45 ›› Issue (11): 0-0.

• 交通运输工程 •    下一篇

桥上CRTSII型板式无砟轨道均温谱与大气温度关系试验研究

朱俊樸1,戴公连2,杨凌皓1,梁金宝1   

  1. 1. 中南大学土木工程学院
    2. 中南大学
  • 收稿日期:2016-08-19 修回日期:2017-05-20 出版日期:2017-09-25 发布日期:2017-10-01
  • 通信作者: 戴公连 E-mail:daigong@sina.com
  • 基金资助:
    多状态系统性能退化与状态迁移映射机制及其可靠性测度研究;高速铁路基础研究联合基金

Experimental study on the relationship between uniform temperature spectra of CRTS II slab-type ballastless track on bridge and atmospheric temperature

  • Received:2016-08-19 Revised:2017-05-20 Online:2017-09-25 Published:2017-10-01
  • Contact: Dai Gonglian DAI E-mail:daigong@sina.com

摘要: 混凝土轨道结构的温度作用是一个随机过程,其温度变化是以时间为轴的随机变量序列,变化规律主要受大气环境温度、日照直射等因素影响,其中大气环境温度主导了轨道结构温度的年变化规律。本文基于2年实测数据,采用时间序列差分法分离日照波动温度,得出我国南方地区桥上CRTSII型轨道结构遮阴温度时程曲线,通过统计分析提出轨道年均匀温度谱概念,并用傅里叶级数进行拟合,研究轨道结构均匀温度与大气温度关系函数,并通过50年历史气温数据进行预测。研究表明,轨道结构各部遮阴温度相近,可由统一的年均匀温度谱系傅里叶级数表示,其年均温为21.73℃,年温变幅12.27℃,周期366天。轨道结构-大气温度关系可用线性函数表示,与欧洲规范较为相似,但整体略大,其中高温偏大1.07℃,低温偏大2.32℃。重现期50、100、150和300年的轨道最大、最小均匀温度代表值分别为42.42、44.36、45.42、47.09和4.45、0.7、-1.39、-5.21℃。

关键词: CRTSII型板式砟轨道, 结构温度, 大气温度, 关系研究, CRTS II slab-type ballastless track, Structure temperature , Atmospheric temperature, Relationship research

Abstract: Temperature action on concrete track structure is a random process, temperature variation is a sequence of random variables based on a timer shaft. It’s changing rule mainly dominated by atmospheric environmental temperature and sunlight action which atmospheric environmental temperature decide the annual variation law of track temperature. Based on 2 years’ measured data, by using time series difference method separate the impact of sunlight action, the shard temperature time travel curves of CRTSII track structure have been obtained. Through statistical analysis, an annual uniform temperature spectrum concept has been proposed and fourier series have been fitted. Relation function between track structure uniform temperature and atmospheric temperature has been established and forecasted by historical atmospheric temperature records of 50years. The result show that shared temperature of each part of track structure are close which could be indicated by an uniform annual temperature spectrum fourier formula. It’s annual uniform temperature is 21.73℃, annual temperature rangeability is 12.27℃ and period is 367 days. Track structure-atmospheric temperature relationship could be expressed by a linear function which is similar with Euro Code clauses but is somewhat larger, the high temperature is slightly larger with 1.07℃ with low temperature is 2.32℃. The maximum and minimum track construct uniform temperature representative values with recurrence interval 50,100,150 and 300 years are 42.42,44.36,45.42,47.09 and 4.45,0.7,-1.39,-5.21℃.

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