4.7 Article

Preparation and thermal properties of encapsulated ceramsite-supported phase change materials used in asphalt pavements

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 190, Issue -, Pages 235-245

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.09.119

Keywords

Poly(ethylene glycol); Ethylene glycol distearate; Ceramsite; Phase change; Asphalt pavements

Funding

  1. National Natural Science Foundation of China [51704040, 51778071, 51608056]
  2. Scientific Research Project of Hunan Provincial Department of Education for Excellent Young Scholars [16B007]
  3. Open Fund of Key Laboratory of Special Environment Road Engineering of Hunan Province (Changsha University of Science Technology) [kfj160501]

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Two kinds of phase change materials (PCMs), poly(ethylene glycol) (PEG) and ethylene glycol distearate (EGD), were incorporated with ceramsite (CS) to obtain the composite PCMs (CPCMs) by vacuum impregnation method. The morphology of the samples was observed using scanning electron microscope (SEM) and the chemical compatibility was characterized by X-ray diffraction (XRD) and Fourier transformation infrared (FTIR). The PEG and EGD could be retained by 42.1 wt% and 34.0 wt% into pores of the CS, which was calculated according to the curves of the thermogravimetric (TG) analysis. The thermal properties and thermal reliability of the CPCMs were investigated via differential scanning calorimetry (DSC). The phase change temperature (T-m) and heat of fusion (Delta H-m) of prepared CPCMs are in the range of 54-60 degrees C and 29-50 J/g, respectively. The Delta H-m of the CPCMs decreased obviously after 100 melting/freezing cycling, which was improved by encapsulating the prepared CPCMs with novolac epoxy resins (NER) to produce the encapsulated CPCMs (E-CPCMs). The results of the leakage experiment and storage/release test also show that the E-CPCMs have good thermal exudation stability and thermal storage/release properties. Based on all the results of the experiment, the encapsulated PEG/CS composite (E-PEG/CS) was added into the asphalt mixture to substitute the corresponding aggregate for simulating the actual temperature-adjusting effects. The results indicate that the maximum temperature reduction of the upper surface reaches about 9.1 degrees C at 210 min. Therefore, the E-CPCMs have the potential to decrease the high temperatures and temperature fluctuations in the asphalt pavements. (C) 2018 Elsevier Ltd. All rights reserved.

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