Thermo-mechanical and durability properties of expanded perlite aggregate foamed concrete

IF 1.3 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Proceedings of the Institution of Civil Engineers-Construction Materials Pub Date : 2023-07-01 DOI:10.1680/jcoma.20.00041
Sakir Sharook, Dhanya Sathyan, Mini K. Madhavan
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引用次数: 5

Abstract

The thermal conductivity of a material is a measure of its capacity to conduct heat and is a major factor influencing heat transfer in buildings. For better thermal insulation, construction materials should possess low thermal conductivity. The feasibility of expanded perlite aggregate as a thermal insulation material in foamed concrete was examined. Mechanical, thermo-mechanical and durability properties were assessed and compared. A base mix was designed to have 1100 kg/m 3 density, a water-to-solids ratio of 0.3 and a cement-to-sand ratio of 1:1. Expanded perlite aggregate was used as a substitute for fine aggregate in the foamed concrete mix at contents of 0, 10, 20 and 30% by volume. The work was extended by replacing cement with 60% by weight of fly ash to study an eco-friendly mix. The test results showed that the strength values increased with an increase in fly ash and decreased with an increase in perlite. The reverse trend was observed for thermal conductivity and durability, which was also affected by the addition of perlite. The test results showed that expanded perlite is an excellent replacement for sand as a thermal insulation material. The efficiency of the developed material was assessed by an analytical model using the Comsol Multiphysics software program.
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膨胀珍珠岩骨料泡沫混凝土的热力学性能和耐久性
材料的导热性是衡量其导热能力的指标,是影响建筑物传热的主要因素。为了获得更好的隔热效果,建筑材料应具有较低的导热系数。考察了膨胀珍珠岩骨料作为泡沫混凝土保温材料的可行性。机械、热机械和耐久性性能进行了评估和比较。基础混合物的密度为1100 kg/ m3,水固比为0.3,水泥砂比为1:1。采用膨胀珍珠岩骨料代替细骨料,在泡沫混凝土配合比中体积掺量分别为0、10、20、30%。为了研究一种环保的混合材料,研究人员将水泥替换成重量占比60%的粉煤灰。试验结果表明,强度值随粉煤灰掺量的增加而增大,随珍珠岩掺量的增加而减小。热导率和耐久性的变化趋势相反,这也受到珍珠岩添加的影响。试验结果表明,膨胀珍珠岩是一种很好的替代砂土的保温材料。利用Comsol Multiphysics软件程序建立分析模型,对所制备材料的效率进行了评估。
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来源期刊
CiteScore
3.80
自引率
0.00%
发文量
23
期刊最新文献
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