高温季节轨道板温度模型的热流时延效应分析
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方若望(1997—),男,硕士研究生。研究方向为轨道交通基础设施安全检测。E-mail:1159883488@qq.com。

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国家自然科学基金项目(51978393);甘肃省科技计划资助项目(19ZD2FA001);中国铁建科技研发项目(2019-B08)


Analysis on Heat Flux Delay Effect of Track Slab Temperature Model in High Temperature Season
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    摘要:

    为了准确反映我国东部地区某线路 CRTSⅡ型轨道板内温度变化受到外界环境因素及自身混凝土性质影响,考虑了热压导致不同深度热流存在的时延,运用频谱方法,研究了轨道板不同深度温度间的关系,考虑热力学理论建立了轨道板混凝土不同深度温度计算模型,并对该地区轨道板的日照实时温度场和竖向温度梯度进行研究。 结果表明:同种介质中,由温度梯度引起的热流之间的延迟时间与传播距离成正比;轨道板不同深度温度序列相对表层,振幅以指数函数衰减,相位存在线性滞后; 热量在轨道板中传递时,每深入 50 mm,轨道板温度变化延迟时间约 1.02 h;基于热流时延轨道板温度计算模型的平均相对误差为 1.9%~2.5%,可靠度为 92.85%~96.53%。

    Abstract:

    In order to accurately reflect the influence of external environmental factors and concrete properties on the temperature change in CRTSⅡ track slab of a line in eastern China, considering the time delay of heat flow at different depths caused by hot pressing, the relationship between temperature at different depths of track slab is studied by using the spectrum method. Referring to the thermodynamic theory, the calculation model of temperature at different depths of track slab concrete is established, and the sunshine real-time temperature field and vertical temperature gradient of track slab in this region are studied. The results show that the delay time of heat flow caused by temperature gradient is proportional to the propagation distance in the same medium. The temperature series at different depths of the track slab are relative to the surface layer, and the amplitude decays with an exponential function, and the slab has a linear lag. During the heat transfer process in the track slab, the track slab temperature change delay time is about 1.02 h with each depth of 50 mm. The average relative error of the temperature calculation model based on the heat flow delay track slab is between 1.9% and 2.5%, and the reliability is between 92.85% and 96.53%.

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方若望,何越磊,李再帏,路宏遥,赵彦旭.高温季节轨道板温度模型的热流时延效应分析[J].华东交通大学学报,2022,39(3):31-36.

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  • 在线发布日期: 2022-07-15
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