Optimising thermal conductivity of insulated concrete hollow blocks in hot climates: experimental–numerical investigation

S. N. R. Shah, R. Khan
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Abstract

Despite having several qualities, the high thermal conductivity of concrete is considered as its shortcoming in tropical and subtropical countries, where temperature may reach a record high of up to 50 °C. This study deals with the experimental and numerical investigations to improve the heat insulation properties of hardened concrete hollow blocks by selecting a suitable insulation material at the ambient temperature range of 35 to 50° C. A total of ninety-six blocks were cast and tested. The dimensions of the outer moulds were 12” × 12” × 6” whereas the dimensions of the inner steel moulds (hollow section) were varied and categorised into three different batches. Each block was stuffed with the loose form of mineral wool which served as an insulating material. After preparation, the blocks were placed in the open air under direct exposure to sunlight. The difference in the temperature on the top and bottom surfaces of the blocks was recorded through several readings with regular intervals of time and compared to measure the amount of heat insulated by the mineral wool. Findings showed that with the temperature rise, insulated large hollow blocks stiffed and resisted more heat than medium and small insulated hollow blocks. It was also found that the control specimen (blocks with no insulation material) insulated less heat than when filled with mineral wool. The heat transfer coefficient for all categories of tested specimens was also calculated theoretically by making variations in the hollow space filled with mineral wool. The maximum temperature difference was more than 20 °C when the ambient temperature was 52 °C. A two-dimensional finite element (FE) model was developed and validated against the experimental results. The FE model showed close agreement with experimental results.

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优化炎热气候下隔热混凝土空心砌块的导热性能:实验-数值研究
尽管混凝土具有多种特性,但在温度最高可达 50°C 的热带和亚热带国家,混凝土的高导热性被认为是其缺点。本研究通过实验和数值研究,选择了一种合适的隔热材料,以改善硬化混凝土空心砌块在 35 至 50 摄氏度环境温度范围内的隔热性能。外模的尺寸为 12" × 12" × 6",而内钢模(空心部分)的尺寸各不相同,并分为三个不同批次。每个砌块都填充了松散的矿棉,作为隔热材料。制备完成后,这些砌块被放置在阳光直射的露天环境中。通过定时多次读数,记录砌块上下表面的温度差,并进行比较,以测量矿棉的隔热量。研究结果表明,随着温度的升高,大型隔热空心砌块比中型和小型隔热空心砌块更坚硬,能抵御更多的热量。此外,还发现对照试样(未使用隔热材料的砌块)的隔热效果比填充矿棉的试样差。通过对填充矿棉的空心砌块空间进行变化,还从理论上计算了各类测试试样的传热系数。当环境温度为 52 ℃ 时,最大温差超过 20 ℃。开发了一个二维有限元(FE)模型,并根据实验结果进行了验证。有限元模型显示与实验结果非常吻合。
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
期刊介绍: The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt.  Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate:  a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.
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