Microencapsulated phase change materials for enhancing the thermal performance of Portland cement concrete and geopolymer concrete for passive building applications

被引:259
作者
Vinh Duy Cao [1 ,2 ]
Pilehvar, Shima [1 ,3 ]
Salas-Bringas, Carlos [2 ]
Szczotok, Anna M. [1 ,4 ]
Rodriguez, Juan F. [4 ]
Carmona, Manuel [4 ]
Al-Manasir, Nodar [5 ]
Kjoniksen, Anna-Lena [1 ]
机构
[1] Ostfold Univ Coll, Fac Engn, N-1757 Halden, Norway
[2] Norwegian Univ Life Sci, Dept Math Sci & Technol, N-1432 As, Norway
[3] Tech Univ Cartagena, Dept Mat Engn & Mfg, Murcia, Spain
[4] Univ Castilla La Mancha, Dept Chem Engn, Ciudad Real 13004, Spain
[5] Mapei AS, Sagstua, Norway
关键词
Microencapsulated phase change materials; Portland cement concrete; Geopolymer concrete; Specific heat capacity; Latent heat; Thermal conductivity; ENERGY STORAGE; MECHANICAL-PROPERTIES; MORTAR; PARAFFIN; WATER; PCM;
D O I
10.1016/j.enconman.2016.11.061
中图分类号
O414.1 [热力学];
学科分类号
摘要
Concretes with a high thermal energy storage capacity were fabricated by mixing microencapsulated phase change materials (MPCM) into Portland cement concrete (PCC) and geopolymer concrete (GPC). The effect of MPCM on thermal performance and compressive strength of PCC and GPC were investigated. It was found that the replacement of sand by MPCM resulted in lower thermal conductivity and higher thermal energy storage, while the specific heat capacity of concrete remained practically stable when the phase change material (PCM) was in the liquid or solid phase. Furthermore, the thermal conductivity of GPC as function of MPCM concentration was reduced at a higher rate than that of PCC. The power consumption needed to stabilize a simulated indoor temperature of 23 degrees C was reduced after the addition of MPCM. GPC exhibited better energy saving properties than PCC at the same conditions. A significant loss in compressive strength was observed due to the addition of MPCM to concrete. However, the compressive strength still satisfies the mechanical European regulation (EN 206-1, compressive strength class C20/25) for concrete applications. Finally, MPCM-concrete provided a good thermal stability after subjecting the samples to 100 thermal cycles at high heating/cooling rates. (C) 2016 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:56 / 66
页数:11
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