Water retention and heat storage characteristics of phase change hydrogel in cooling pavement

被引:2
|
作者
Liu, Pusheng [1 ]
Rui, Dingwei [1 ]
Wang, Shengyue [1 ]
Du, Yinfei [2 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing 210096, Jiangsu, Peoples R China
[2] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Phase change hydrogel; Superabsorbent polymers; Cooling pavement; Phase change enthalpy; Water retention capacity; THERMAL PERFORMANCE; COMPOSITE; HYDRATION; MANAGEMENT; WASTE; FIELD;
D O I
10.1016/j.conbuildmat.2024.138267
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Phase change hydrogel (PCH) combines the heat storage characteristics of phase change material with the water retention capacity of hydrogel, showing great potential in cooling pavement applications. This study aims to investigate the water retention and heat storage properties of PCH in cooling pavement, providing new insights for mitigating the urban heat island effect. Based on the principle of osmotic pressure, polyethylene glycol (PEG) solution was actively absorbed by superabsorbent polymers (SAP) to form stable PCH. By infusing the asphalt mixture skeleton with PCH-containing phase change grouting material (PCGM), a temperature-regulating phase change grouting pavement (PCGP) can be obtained. Morphological characterization showed that PCH was uniformly distributed in PCGM and effectively locked PEG during high temperature and water absorption/release processes without leakage. PCH imparted excellent water retention properties to PCGM, with a saturation water absorption rate of 44.1 %, which is 6.2 times higher than the control group, and a water retention rate of 34.31 % after heating at 60 degrees C for 12 hours. Furthermore, PCGM exhibited considerable heat storage performance, with a melting enthalpy of 15.74 J/g and a crystallization enthalpy of 12.07 J/g. Based on these, PCGP demonstrated outstanding temperature-regulating ability, reducing surface temperatures by 9.3 degrees C and 11.6 degrees C under dry and saturated conditions, respectively, compared to control pavement. In conclusion, this study provides a theoretical basis for the development of novel cooling pavement materials and shows great potential for its wide application in urban infrastructure construction.
引用
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页数:12
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