Tuncer Metin, Bideci Alper, Çomak Bekir, Durmuş Gökhan, Sallı Bideci Özlem
Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Antalya Bilim University, 07190 Antalya, Türkiye.
Department of Architecture, Art, Design and Architecture Faculty, Düzce University, 81620 Düzce, Türkiye.
Polymers (Basel). 2025 Jan 20;17(2):253. doi: 10.3390/polym17020253.
Pumice aggregates with low density and high porosity are widely used in lightweight concrete. The high water retention ability of pumice aggregates adversely affects the properties of fresh concrete. Additionally, pumice aggregates' inadequate mechanical strength and durability hinder concrete performance. In recent years, research on coated aggregates has gained traction to improve the physical properties, mechanical strength, and durability characteristics of concrete. In this study, coarse pumice aggregates were coated with polyester and partially substituted with uncoated aggregates at ratios of 0%, 25%, 50%, 75%, and 100% in lightweight concrete formulations. Specific weight and water absorption tests were performed on the aggregates, while slump and unit weight tests were performed on fresh concrete mixtures. SEM-EDX analyses, unit weight, water absorbing capacity, sorptivity, compressive strength, freeze-thaw resistance, and sulfate resistance tests were performed on concrete specimens. The results indicated that the polyester coating significantly increased the specific weight of the aggregates and decreased the water absorption rates by up to 85%. Despite the coated aggregates resulting in decreased compressive strength of concrete specimens, they demonstrated reduced water absorbing capacity and sorptivity characteristics relative to reference concrete. Moreover, concrete made with coated aggregates exhibited better results in freeze-thaw and sulphate resistance tests.
低密度和高孔隙率的浮石集料广泛应用于轻质混凝土中。浮石集料的高保水能力对新拌混凝土的性能产生不利影响。此外,浮石集料不足的机械强度和耐久性阻碍了混凝土性能。近年来,关于包覆集料的研究越来越受到关注,以改善混凝土的物理性能、机械强度和耐久性特性。在本研究中,在轻质混凝土配方中,用聚酯包覆粗浮石集料,并以0%、25%、50%、75%和100%的比例用未包覆集料进行部分替代。对集料进行了比重和吸水率试验,对新拌混凝土混合物进行了坍落度和单位重量试验。对混凝土试件进行了扫描电子显微镜-能谱分析、单位重量、吸水能力、吸渗系数、抗压强度、抗冻融性和抗硫酸盐性试验。结果表明,聚酯涂层显著提高了集料的比重,并使吸水率降低了85%。尽管包覆集料导致混凝土试件的抗压强度降低,但与参考混凝土相比,它们的吸水能力和吸渗系数特性有所降低。此外,用包覆集料制成的混凝土在抗冻融性和抗硫酸盐性试验中表现出更好的结果。