Development of structural-functional integrated energy storage concrete with innovative macro-encapsulated PCM by hollow steel ball

被引:134
|
作者
Cui, Hongzhi [1 ]
Tang, Waiching [2 ]
Qin, Qinghua [3 ]
Xing, Feng [1 ]
Liao, Wenyu [1 ]
Wen, Haibo [1 ]
机构
[1] Shenzhen Univ, Coll Civil Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China
[2] Univ Newcastle, Sch Architecture & Built Environm, Callaghan, NSW 2308, Australia
[3] Australian Natl Univ, Res Sch Engn, Canberra, ACT 2601, Australia
基金
澳大利亚研究理事会;
关键词
Macro-encapsulated phase change material; Hollow steel ball; Performance improvement; Elevated temperature test; Thermal performance; Thermal energy storage capacity; PHASE-CHANGE MATERIALS; MECHANICAL-PROPERTIES; THERMAL PERFORMANCE; PARAFFIN; MICROSTRUCTURE; ENHANCEMENT; BUILDINGS; SHELL;
D O I
10.1016/j.apenergy.2016.10.072
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Phase change materials (PCMs) have great potential for applications in energy efficient buildings. In this study, an innovative method of macro-encapsulation of PCM using hollow steel balls (HSB) was developed and the thermal and mechanical performance of PCM-HSB concrete was examined. The macro encapsulation system (PCM-HSB) was attached with a metal clamp (c) for better mechanical interlocking with the mortar matrix. The latent heat of PCM-HSB-c that can be acquired is approximately 153.1 J/g, which can be considered to rank highly among PCM composites. According to the self-designed thermal performance evaluation, the PCM HSB-c concrete panel is capable of reducing and deferring the peak indoor temperature. The indoor temperature of the room model using PCM-HSB-c panels was significantly lower than the ones with normal concrete panels by a range of 3-6%. Furthermore, the test room using a higher PCM-HSB-c content demonstrated a greater ability to maintain a lower indoor room temperature for a longer period of time during heating cycles. In consideration of the mechanical properties, thermal performance and other aspects of cost factors, 50% and 75% PCM-HSB-c replacement levels are recommended in producing concrete. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:107 / 118
页数:12
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