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The thermoregulation effect of microencapsulated phase-change materials in an asphalt mixture

机译:沥青混合料中微囊化相变材料的温度调节作用

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摘要

Temperature plays an important role in the long-term performance and service life of pavement. With the large-scale use of asphalt pavement, the paving industry is now more interested in the related pavement distress generated by temperature. Against this background, this paper presents the test results for pure microencapsulated phase change materials (micro-PCMs), as well as asphalt mixtures containing micro-PCMs, with the aim of reducing the temperature difference. The latent heat storage capacity of pure micro-PCMs was evaluated by the T-history method, and C-h was proposed to characterize their latent heat storage capacity. Outdoor experiments were performed to observe the temperature change behavior of seven asphalt mixture specimens manufactured by the wheel-grind method. Two specimens were mixed with -5 degrees C micro-PCMs, with micro-PCM contents of 0.3% and 0.5% respectively, substituting the equivalent amount of mineral filler. Another two specimens were mixed with 0 degrees C micro-PCMs, with micro-PCM contents of 0.3% and 0.5%. Two other specimens were mixed with -5 degrees C micro-PCMs, with micro-PCM contents of 0.3% and 0.5%. The results show that the thermoregulation ranges of different micro-PCMs differ. As the micro-PCM content increases, the temperature difference between the ordinary AC-13 asphalt mixture and AC-13 mixed with micro-PCMs increases. The use of 5 degrees C micro-PCMs in an asphalt mixture can significantly improve its thermal behavior. (C) 2019 Elsevier Ltd. All rights reserved.
机译:温度在路面的长期性能和使用寿命中起着重要作用。随着沥青路面的大规模使用,路面行业现在对温度引起的相关路面窘迫更加感兴趣。在此背景下,本文介绍了针对纯微囊化相变材料(micro-PCMs)以及含micro-PCMs的沥青混合料的测试结果,目的是减少温度差。通过T历史法评估了纯微型PCM的潜热存储能力,并提出了C-h来表征其潜热存储能力。进行了户外实验,以观察通过轮磨法制造的七个沥青混合料试样的温度变化行为。将两个样品与-5摄氏度的微型PCM混合,微型PCM的含量分别为0.3%和0.5%,用等量的矿物填料代替。将另外两个样品与0摄氏度的micro-PCM混合,micro-PCM的含量分别为0.3%和0.5%。将另两个样品与-5摄氏度的微型PCM混合,微型PCM的含量分别为0.3%和0.5%。结果表明,不同的微型PCM的温度调节范围不同。随着微型PCM含量的增加,普通AC-13沥青混合物与混合有微型PCM的AC-13之间的温差也会增加。在沥青混合物中使用5摄氏度的微型PCM可以显着改善其热性能。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2020年第20期|117186.1-117186.8|共8页
  • 作者

  • 作者单位

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

    CCCC First Highway Consultants Co LTD Xian 710075 Shaanxi Peoples R China;

    Xian Univ Posts & Telecommun Sch Modern Posts Xian 710064 Shaanxi Peoples R China|Xian Univ Posts & Telecommun Inst Posts Xian 710064 Shaanxi 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 pavement; Micro-PCM; Latent heat storage capacity; Thermoregulation;

    机译:道路工程;沥青路面;微型PCM;潜热储存能力温度调节;

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