Kadela Marta, Kukiełka Alfred, Małek Marcin
Building Research Institute (ITB), ul. Filtrowa 1, 00-611 Warsaw, Poland.
Faculty of Civil Engineering and Geodesy, Military University of Technology, ul. Gen. Sylwestra Kaliskiego 2, 01-476 Warsaw, Poland.
Materials (Basel). 2020 Nov 5;13(21):4979. doi: 10.3390/ma13214979.
The components of foamed concrete have a significant effect on its properties. Protein-based foamed concrete is used much more often. This study aims to assess the properties of foamed concrete with a density of around 500, 700, 800 and 1000 kg/m formed by using a synthetic polymer-based foaming agent. The distribution of pores, wet and dry density and compressive strengths were evaluated. In addition, the creep deformations of foamed concrete with different densities were measured. The difference in density of up to 170 kg/m for the highest densities was obtained. Foamed concrete with higher densities (700 and 800 kg/m) showed similar characteristics of pores, which were different from those of samples with a density of 500 kg/m. Compressive strength equal to 5.9 ± 0.2, 5.1 ± 0.2, 3.8 ± 0.3 and 1.4 ± 0.2 MPa was obtained for foamed concrete with a density of 500, 700, 800 and 1000 kg/m, respectively. The obtained compressive strengths were higher than those found in the literature for the foamed concrete with the same densities. With increasing density, smaller creep deformations were obtained. Creep deformations were 509, 495 and 455 με for samples with densities of around 500, 700 and 1000 kg/m respectively. Deformation under long-term loading took place up to 90 days, regardless of the density of the foamed concrete.
泡沫混凝土的组分对其性能有显著影响。基于蛋白质的泡沫混凝土使用更为频繁。本研究旨在评估使用合成聚合物基发泡剂制成的密度约为500、700、800和1000 kg/m³的泡沫混凝土的性能。评估了孔隙分布、湿密度和干密度以及抗压强度。此外,还测量了不同密度泡沫混凝土的徐变变形。对于最高密度,密度差高达170 kg/m³。较高密度(700和800 kg/m³)的泡沫混凝土显示出相似的孔隙特征,这与密度为500 kg/m³的样品不同。密度为500、700、800和1000 kg/m³的泡沫混凝土的抗压强度分别为5.9±0.2、5.1±0.2、3.8±0.3和1.4±0.2 MPa。所获得的抗压强度高于文献中相同密度泡沫混凝土的抗压强度。随着密度增加,获得的徐变变形更小。密度约为500、700和1000 kg/m³的样品的徐变变形分别为509、495和455 με。无论泡沫混凝土的密度如何,长期加载下的变形可持续90天。