Liu Hengrui, Tian Zhenghong, Fan Haoyue
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China.
State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China.
Materials (Basel). 2021 Dec 10;14(24):7592. doi: 10.3390/ma14247592.
In this paper, the effect of a newly developed superfine basalt powder (SB) on the fresh and mechanical properties of cement paste was studied. The concept of water film thickness (WFT) was cited to explain the influence of SB on fresh and mechanical properties and related mathematical model formulas were established. In addition, the relationship between the fresh properties and mechanical properties of paste was also explored. The results indicated that SB can improve the segregation resistance and cohesiveness. The maximum improvement rate relative to the control cement paste was 75.4% and 50.4%, respectively. The 5% SB and 10% SB reduced the fluidity in the range of 4.1-68.7% but increased the early and late compressive strength in the range of 1.2-25.7% compared to control cement paste under different water/cementitious materials (W/CM) ratios. However, the influence of 20% SB on fluidity and compressive strength was opposite to the above behavior, and the increase rate and decrease rate were 1.8-11.8% and 1.1-13.9% respectively. The WFT was the most important factor that determined the compressive strength, rheological parameters, and flow parameters of paste containing SB, while the substitute content of SB and WFT together determined the bleeding rate and cohesiveness. Among them, the correlation between bleeding rate and WFT increased with time. The empirical mathematical models between WFT, fresh properties, and compressive strength were established and verified by other mineral admixtures, which were successfully extended and applied to the entire field of cement-based materials.
本文研究了新开发的超细玄武岩粉(SB)对水泥净浆新拌性能和力学性能的影响。引入水膜厚度(WFT)的概念来解释SB对新拌性能和力学性能的影响,并建立了相关数学模型公式。此外,还探讨了净浆新拌性能与力学性能之间的关系。结果表明,SB能提高水泥净浆的抗离析性和黏聚性,相对于空白水泥净浆,最大提高率分别为75.4%和50.4%。在不同水胶比(W/CM)下,5%和10%的SB使净浆流动性降低了4.1 - 68.7%,但早期和后期抗压强度提高了1.2 - 25.7%。然而,20%的SB对流动性和抗压强度的影响与上述情况相反,提高率和降低率分别为1.8 - 11.8%和1.1 - 13.9%。水膜厚度是决定含SB净浆抗压强度、流变参数和流动参数的最重要因素,而SB的替代量和水膜厚度共同决定泌水率和黏聚性。其中,泌水率与水膜厚度之间的相关性随时间增加。建立了水膜厚度、新拌性能和抗压强度之间的经验数学模型,并通过其他矿物掺合料进行了验证,该模型成功地扩展并应用于水泥基材料的整个领域。