轻烧白云石和偏高岭土复掺对水泥工作性、力学性能与收缩的影响

Effect of light-burnt dolomite and metakaolin on workability, mechanical properties and shrinkage of cement

  • 摘要: 为探究轻烧白云石与偏高岭土在水泥中的复合效应,将白云石粉分别在750℃、800℃和850℃下煅烧1 h后得到以MgO和CaCO3为主要矿物成分的轻烧白云石,然后将轻烧白云石和偏高岭土按不同质量比复合且均以50%的质量取代水泥,研究轻烧白云石和偏高岭土复掺对水泥基材料水化热、凝结时间、流动度、强度和干燥收缩的影响。同时,通过X射线衍射仪(XRD)、热重分析仪(TG)、扫描电镜(SEM)、低场核磁共振分析仪(LF-NMR)分析复合水泥浆体的水化产物和微观结构。结果表明,轻烧白云石和偏高岭土复掺会加快水泥的水化,缩短水泥的凝结时间,降低流动度,且还会降低水化放热总量。轻烧白云石和偏高岭土复掺会降低水泥砂浆的早期强度,但能促进后期强度的增长,且后期强度随着复合水泥中偏高岭土与轻烧白云石质量比的增加而提高,其中偏高岭土和750℃、800℃、850℃轻烧白云石以4∶1质量比复掺的水泥砂浆60 d抗压强度分别为55.7 MPa、55.4 MPa和55.2 MPa,比纯水泥砂浆分别高7.5 MPa、7.2 MPa和7.0 MPa。这是因为轻烧白云石和偏高岭土的微填充效应,轻烧白云石中的CaCO3与偏高岭土及水泥中的活性铝相反应生成碳铝酸盐,且偏高岭土还会与水泥浆体中的Ca(OH)2发生火山灰反应生成C-(A)-S-H凝胶,从而降低孔隙率,提高复合水泥砂浆的后期强度。此外,轻烧白云石中的MgO还可水化生成Mg(OH)2,导致固相体积增加,抑制水泥砂浆的干燥收缩,且干燥收缩随着轻烧白云石占比的增加而显著下降,其中750℃、800℃、850℃轻烧白云石和偏高岭土以4∶1质量比复掺的水泥砂浆180 d干燥收缩比纯水泥砂浆分别降低28.1%、31.1%和33.7%。

     

    Abstract: In order to investigate the synergistic effect of light-burnt dolomite and metakaolin in cement, dolomite powder was calcined at 750℃, 800℃ and 850℃ for 1 hour to obtain light-burnt dolomite which is composed mainly of MgO and CaCO3. Then, light-burnt dolomite and metakaolin were compounded in different mass ratios to replace 50% of cement by mass. The influences of light-burnt dolomite and metakaolin on the hydration heat, setting time, fluidity, strength and drying shrinkage of cement-based materials were investigated. Meanwhile, the hydration products and microstructure of the composite cement paste were analyzed by X-ray diffractometer (XRD), thermogravimetric analyzer (TG), scanning electron microscope (SEM) and low-field nuclear magnetic resonance (LF-NMR). The results showed that the co-addition of light-burnt dolomite and metakaolin accelerated the hydration of cement, shortened its setting time, reduced its fluidity and also decreased the total hydration heat release of blended cement. The combination of light-burnt dolomite and metakaolin decreased the early strength of cement mortar, but could effectively promote the development of later strength. Moreover, the later strength was increased with increasing the mass ratio of metakaolin to light-burnt dolomite in the blended cement. The 60-day compressive strengths of cement mortars blended with metakaolin and light-burnt dolomite (calcined at 750℃, 800℃, and 850℃) in a mass ratio of 4∶1 were 55.7 MPa, 55.4 MPa, and 55.2 MPa, respectively, which were 7.5 MPa, 7.2 MPa, and 7.0 MPa higher than those of pure cement mortar. This is due to the fact that light-burnt dolomite and metakaolin exhibit micro-filling effects, CaCO3 in light-burnt dolomite can react with the active aluminum phases in metakaolin and cement to form carboaluminates, and metakaolin also undergoes a pozzolanic reaction with Ca(OH)2 in the cement paste to generate C-(A)-S-H gel, thereby reducing the porosity and enhancing the later strengths of the composite cement mortars. In addition, MgO in light-burnt dolomite can hydrate to form Mg(OH)2, leading to an increase in the solid phase volume and decreasing the drying shrinkage of cement mortar. Moreover, the drying shrinkage was gradually decreased with the increase of the light-burnt dolomite proportions. The 180-day drying shrinkages of cement mortars blended with light-burnt dolomite (calcined at 750℃, 800℃, and 850℃) and metakaolin in a mass ratio of 4∶1 were decreased by 28.1%, 31.1%, and 33.7%, respectively, compared with those of pure cement mortar.

     

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