Hassan Ahmed, Rashid Yasir, Mourad Abdel-Hamid I, Ismail Najif, Laghari Mohammad Shakeel
College of Engineering, United Arab Emirates University, P.O. Box 15551, Al Ain, United Arab Emirates.
School of Engineering, Wellington Institute of Technology, Private Bag 39803, Lower Hutt 5045, New Zealand.
Materials (Basel). 2019 Mar 7;12(5):796. doi: 10.3390/ma12050796.
The thermal and structural performance of geopolymer-coated polyurethane foam⁻phase change material capsules/geopolymer concrete composites was investigated. Three groups of concrete composites were prepared. The first was pure geopolymer (GP, control sample), the second was a GP/polyurethane foam (F) concrete composite, and the third was GP-coated polyurethane foam-phase change material capsules (GP-F-PCM)/GP concrete composites. Three different percentages of foam and GP-F-PCM capsules (25%, 50%, and 75%) were used in the composites. Thermal and U-value tests were conducted for all composites to characterize their peak temperature damping and insulation performances. The addition of 75% foam has been noticed to increase the back-surface temperature by 5.9 °C compared to the control sample. This may be attributed to the degradation of foam into low molecular constituents in the presence of a strong alkali. However, a temperature drop of 12.5 °C was achieved by incorporating 75% of GP-F-PCM capsules. The addition of 50% foam as a sandwich layer between two halves of a geopolymer concrete cube is also investigated. It was found that inserting a foam layer reduced the back-surface temperature by 3.3 °C, which is still less than the reduction in the case of GP-F-PCM capsules. The compressive strength was tested to check the integrity of the prepared concrete. At 28 days of aging, the compressive strength dropped from 65.2 MPa to 9.9 MPa with the addition of 75% GP-F-PCM capsules, which is still acceptable for certain building elements (e.g., nonloadbearing exterior walls). Generally, the best results were for the GP-F-PCM composite capsules as a heat insulator.
研究了地质聚合物涂层聚氨酯泡沫-相变材料胶囊/地质聚合物混凝土复合材料的热性能和结构性能。制备了三组混凝土复合材料。第一组是纯地质聚合物(GP,对照样品),第二组是GP/聚氨酯泡沫(F)混凝土复合材料,第三组是涂覆有地质聚合物的聚氨酯泡沫-相变材料胶囊(GP-F-PCM)/GP混凝土复合材料。在复合材料中使用了三种不同比例的泡沫和GP-F-PCM胶囊(25%、50%和75%)。对所有复合材料进行了热性能和U值测试,以表征其峰值温度衰减和保温性能。与对照样品相比,已注意到添加75%的泡沫会使背面温度升高5.9℃。这可能归因于在强碱存在下泡沫降解为低分子成分。然而,通过加入75%的GP-F-PCM胶囊,温度下降了12.5℃。还研究了在地质聚合物混凝土立方体的两半之间添加50%的泡沫作为夹心层。发现插入泡沫层可使背面温度降低3.3℃,这仍低于GP-F-PCM胶囊的降低幅度。测试了抗压强度以检查制备的混凝土的完整性。在老化28天时,添加75%的GP-F-PCM胶囊后,抗压强度从65.2MPa降至9.9MPa,对于某些建筑构件(如非承重外墙)来说仍然是可以接受的。总体而言,作为隔热材料,GP-F-PCM复合胶囊的效果最佳。