Kazanskaya Liliya F, Smirnova Olga M, Palomo Ángel, Menendez Pidal Ignacio, Romana Manuel
Department of Building Materials and Technology, Emperor Alexander I St. Petersburg State Transport University, 190031 Saint-Petersburg, Russia.
Department of Constructing Mining Enterprises and Underground Structures, Saint-Petersburg Mining University, 199106 Saint-Petersburg, Russia.
Materials (Basel). 2021 Jan 15;14(2):403. doi: 10.3390/ma14020403.
The physical and mechanical characteristics of expanded-clay lightweight concrete based on a supersulfated binder in comparison with lightweight concrete based on ordinary Portland cement were studied. In replacing CEM 32.5 with a supersulfated binder of 6000 cm/g specific surface, one can increase the tensile strength in bending up to 20% and can increase the ratio of the tensile strength in bending to the compressive strength that indicates the crack resistance increase of concrete. Compressive strengths at the age of 28 days were equal to 17.0 MPa and 16.6 MPa for the supersulfated binder of 3500 cm/g specific surface and CEM 32.5, respectively. Shrinkage deformation of hardening concrete, indicators of fracture toughness, frost resistance, and thermal conductivity were determined during the experimental works. The coefficient of thermal conductivity decreased up to 12% compared to the use of CEM 32.5. An enhancement in concrete properties was associated with the increase of supersulfated binder fineness.
研究了基于过硫酸盐粘结剂的膨胀粘土轻混凝土与基于普通硅酸盐水泥的轻混凝土相比的物理和力学特性。用比表面积为6000 cm/g的过硫酸盐粘结剂替代CEM 32.5时,可将弯曲抗拉强度提高20%,并可提高弯曲抗拉强度与抗压强度之比,这表明混凝土的抗裂性有所提高。比表面积为3500 cm/g的过硫酸盐粘结剂和CEM 32.5在28天龄期的抗压强度分别为17.0 MPa和16.6 MPa。在实验过程中测定了硬化混凝土的收缩变形、断裂韧性指标、抗冻性和导热系数。与使用CEM 32.5相比,导热系数降低了12%。混凝土性能的提高与过硫酸盐粘结剂细度的增加有关。