Effect of thermal bridges on transmission loads and thermal resistance of building walls under dynamic conditions

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• 作者：Sami A. Al-Sanea ; ^{sanea@ksu.edu.sa} ; M.F. Zedan
• 关键词：Thermal bridges ; Mortar joints ; Transmission load ; R-value ; Wall thermal performance
• 刊名：Applied Energy
• 出版年：2012
• 期刊代码：2_03062619
• 类别：pw
• 出版时间：October, 2012
• 卷：98
• 期：Complete
• 页码：584-593
• 文件大小：698 K

摘要

Mortar joints which cut across insulation layers in building walls act as thermal bridges that increase transmission loads and reduce wall thermal resistance (R-value). A computer model based on the finite-volume method, which has been previously validated, is used to quantify effects of mortar joints height (H_mj) on thermal performance of building walls under two-dimensional steady-periodic conditions using the climatic data of Riyadh. Results show that for a typical wall with insulation thickness of 75 mm, mortar joints with H_mj = 10 mm (4.8%thermal bridge area) increase peak, daily, and yearly cooling and heating transmission loads by 62%, while the wall R-value decreases by 38%compared to similar wall with no mortar joints (H_mj = 0). The transmissions loads increase by 103%and the R-value decreases by 51%for H_mj = 20 mm (9.1%thermal bridge area). These percentages would drastically increase building air-conditioning loads and energy consumption. Thermal bridges are also shown to appreciably increase the decrement factor causing higher inner surface temperature and transmission load fluctuations. It is strongly recommended that thermal bridging effects should be minimized, if not eliminated, through proper design practices and that, when unavoidably present, must be given due consideration in thermal analysis and must be accounted for.