交通科学与工程2024,Vol.40Issue(2) :8-16,27.DOI:10.16544/j.cnki.cn43-1494/u.2023010524041998

PEG/漂珠复合相变材料的表征及性能研究

Characterization and performance study of polyethylene glycol/cenospheres composite phase change materials

程作栋 张家玮 余阳 王向阳 刘生玮 郭月霞
交通科学与工程2024,Vol.40Issue(2) :8-16,27.DOI:10.16544/j.cnki.cn43-1494/u.2023010524041998

PEG/漂珠复合相变材料的表征及性能研究

Characterization and performance study of polyethylene glycol/cenospheres composite phase change materials

程作栋 1张家玮 1余阳 1王向阳 1刘生玮 1郭月霞1
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作者信息

  • 1. 兰州交通大学 土木工程学院,甘肃兰州 730000
  • 折叠

摘要

为了研发适用于高温环境下沥青路面的复合相变材料,本研究以PEG2000作为相变材料,漂珠作为载体,利用PEG2000优良的相变特性及漂珠的高强度特性,制备出一种高强度且耐高温的复合相变材料(composite phase change materials,CPCMs).制备的CPCMs在相变储热性能上表现较好,同时具有优良的化学稳定性、兼容性及热稳定性.当CPCMs的掺量达到60%时,测温试件之间的最高温差仅为2.8 ℃,峰值温度出现的时间延迟了 2.1 min,对路用性能也产生了不利影响.因此,适量CPCMs能够有效调控沥青混合料温度.该研究结果为沥青路面的降温调控提供了参考.

Abstract

In order to develop composite phase change materials(CPCMs)suitable for asphalt pavements under high-temperature environments,PEG2000 was employed as the phase change material,with bleaching beads serving as the carrier.This approach leveraged the superior phase change properties of PEG2000 and the robust strength of bleaching beads to engineer CPCMs that are both high-strength and temperature-resistant.The CPCMs demonstrated promising phase change heat storage capabilities,alongside significant chemical stability,compatibility,and thermal stability.However,when the incorporation of CPCMs reached 60%,the maximum temperature variance among the test specimens was a mere 2.8 ℃,with the peak temperature occurrence delayed by 2.1 minutes,negatively impacting road performance.As a result,an optimal concentration of CPCMs can effectively moderate the temperature of asphalt mixtures,offering valuable insights for the research into cooling and temperature regulation of asphalt pavements.

关键词

沥青路面/复合相变材料/PEG/漂珠/路用性能/降温调控

Key words

asphalt pavement/composite phase change material/polyethylene glycol/cenosphere/road performance/cooling regulation

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基金项目

国家自然科学基金项目(52068043)

出版年

2024
交通科学与工程
长沙理工大学

交通科学与工程

影响因子:0.444
ISSN:1674-599X
参考文献量23
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