Siddique Salman, Kim Hyeju, Son Hyemin, Jang Jeong Gook
Division of Architecture and Urban Design, Institute of Urban Science, Incheon National University, 119 Academy-ro, Yeonsu-gu, Incheon 22012, Korea.
Materials (Basel). 2021 Jan 27;14(3):591. doi: 10.3390/ma14030591.
This study assesses the characteristics of preplaced aggregate concrete prepared with alkali-activated cement grout as an adhesive binder. Various binary blends of slag and fly ash without fine aggregate as a filler material were considered along with different solution-to-solid ratios. The properties of fresh and hardened grout along with the properties of hardened preplaced concrete were investigated, as were the compressive strength, ultrasonic pulse velocity, density, water absorption and total voids of the preplaced concrete. The results indicated that alkali-activated cement grout has better flowability characteristics and compressive strength than conventional cement grout. As a result, the mechanical performance of the preplaced aggregate concrete was significantly improved. The results pertaining to the water absorption and porosity revealed that the alkali-activated preplaced aggregate concrete is more resistant to water permeation. The filling capacity based on the ultrasonic pulse velocity value is discussed to comment on the wrapping ability of alkali-activated cement grout.
本研究评估了以碱激活水泥浆作为粘结剂制备的预置集料混凝土的特性。考虑了各种不含细集料作为填充材料的矿渣和粉煤灰二元混合料以及不同的液固比。研究了新鲜灌浆料和硬化灌浆料的性能以及硬化预置混凝土的性能,包括预置混凝土的抗压强度、超声脉冲速度、密度、吸水率和总孔隙率。结果表明,碱激活水泥浆比传统水泥浆具有更好的流动性和抗压强度。因此,预置集料混凝土的力学性能得到了显著改善。关于吸水率和孔隙率的结果表明,碱激活预置集料混凝土更耐水渗透。基于超声脉冲速度值讨论了填充能力,以评价碱激活水泥浆的包裹能力。