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The mechanism of different thermoregulation types of composite shape-stabilized phase change materials used in asphalt pavement

机译:沥青路面复合形状稳定相变材料不同调温类型的机理

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摘要

Considered the temperature distress forms and the impacts of temperature on asphalt pavement, three temperature thermoregulations were proposed to solve the asphalt pavement temperature problems initiatively. Based on the properties of phase change thermoregulation agent, thermoregulation types of composite phase change materials (CPCMS) were studied and the values of appropriate phase change temperature were determined by differential scanning calorimetric (DSC) test. Results show that for high temperature thermoregulation, the phase change temperature range is 35-50 degrees C, in which with the 58# paraffin proportion increasing, the phase change enthalpy increases linearly and the phase change temperature grows exponentially. As for the low temperature thermoregulation, the phase change temperature range is -5 degrees C to 5 degrees C, in which with the Tetradecane proportion increasing, the phase change enthalpy grows linearly, while phase change temperature increases exponentially. In terms of the mixing temperature thermoregulation, the phase change temperature range is 5-35 degrees C, in which when Tetradecane mass ratio are fixed as 30%, 40%, and 50%, with the 58# paraffin proportion increasing, high temperature enthalpy grows and phase change temperature increases linearly; when 58# paraffin mass ratio are fixed as 30%, 40%, and 50%, with the Tetradecane proportion increasing, low temperature enthalpy grows approximate linearly, exothermic (endothermic) high phase change temperature decreases (grows) slight linearly. Finally, this paper recommends composites mass proportion to different thermoregulations types and the corresponding enthalpy values, which intends to solve the worldwide problem of temperature distresses in asphalt pavement in the future. (C) 2015 Elsevier Ltd. All rights reserved.
机译:考虑到温度波动的形式和温度对沥青路面的影响,提出了三种温度调节措施,以主动解决沥青路面的温度问题。根据相变温度调节剂的性能,研究了复合相变材料(CPCMS)的温度调节类型,并通过差示扫描量热法(DSC)确定了合适的相变温度值。结果表明,对于高温温度调节,相变温度范围为35-50℃,其中随着58#石蜡比例的增加,相变焓呈线性增加,相变温度呈指数增长。至于低温调温,相变温度范围为-5℃至5℃,其中随着十六烷比例的增加,相变焓线性增长,而相变温度则呈指数增长。就混合温度的温度调节而言,相变温度范围为5-35℃,其中当十八烷基质量比固定为30%,40%和50%时,随着58#石蜡比例的增加,高温焓增长,相变温度线性增加;当58#石蜡的质量比固定为30%,40%和50%时,随着十八烷比例的增加,低温焓近似线性增长,放热(吸热)高相变温度线性降低(增长)。最后,本文针对不同温度调节类型和相应的焓值,推荐了复合材料的质量比,以期解决世界范围内沥青路面温度波动的问题。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2015年第15期|547-558|共12页
  • 作者单位

    Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China;

    Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 200092, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Road engineering; Asphalt mixture; Phase change material; Phase change thermoregulation agent;

    机译:道路工程;沥青混合料;相变材料;相变调温剂;

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