地聚物多因素协同作用下凝结与硬化特性分析OA
Analysis on setting and hardening characteristics of geopolymers under synergistic effects of multiple factors
为实现大宗工业固废高值化利用,揭示地聚物中CaO/(SiO2+Al2O3)摩尔比与各影响因素关系及作用机理,以矿渣(高钙原料)和粉煤灰(低钙原料)为前驱体,利用硅酸钠溶液作为碱性激发剂,制备绿色、高强和低碳的地聚物胶凝材料.基于正交试验,探究了CaO/(SiO2+Al2O3)摩尔比、养护龄期、水固比、碱激发剂掺量和模数对胶凝材料抗压强度和凝结时间的影响,并通过热重分析(TG-DTG)、X射线衍射(XRD)和电镜扫描(SEM)试验,对其进行了微观、水化反应机理分析.结果表明:CaO/(SiO2+Al2O3)摩尔比对地聚物早期强度影响显著,当摩尔比由0.18提高至0.41时,7 d抗压强度由8.99 MPa增加至17.54 MPa,提升了95.11%,且水化产物由单一N-A-S-H转变为N-A-S-H、C-(A)-S-H和C-A-H共存,结构致密性显著增强.凝结时间受CaO/(SiO2+Al2O3)摩尔比与水固比主导,地聚物胶凝材料初凝和终凝时间与CaO/(SiO2+Al2O3)摩尔比呈负相关,与水固比呈正相关.根据各配比试验结果,建立了地聚物胶凝材料28 d抗压强度、初凝和终凝预测回归方程.研究结果对地聚物胶凝物质作为土壤固化材料具有一定参考价值.
To achieve high-value utilization of bulk industrial solid wastes,this study investigated the relationship and mechanism between the CaO/(SiO2+Al2O3)molar ratio and multifactorial parameters in geopolymers.Blast furnace slag(high-calcium precursor)and fly ash(low-calcium precursor)were activated with sodium silicate solution as an alkaline activator to synthesize green,high-strength,and low-carbon geopolymer binders.Orthogonal experiments were conducted to evaluate the effects of CaO/(SiO2+Al2O3)molar ratio,curing age,water-to-solid ratio,alkaline activator dosage,and modulus on compressive strength and setting time.Microstructural and hydration mechanisms were analyzed using TG-DTG,XRD,and SEM.Results indicated that the CaO/(SiO2+Al2O3)molar ratio significantly enhanced early strength:when the ratio increased from 0.18 to 0.41,the 7-day compressive strength rose from 8.99 to 17.54 MPa,respectively,with an increase of 95.11%.Hydration products evolved from single N-A-S-H to coexisting N-A-S-H,C-(A)-S-H,and C-A-H,which improved structural compactness.Setting time was governed mainly by the CaO/(SiO2+Al2O3)molar ratio and water-to-solid ratio,showing negative and positive correlations,respectively.Regression equations were established to predict 28-day compressive strength,initial and final setting times.These findings provide useful insights into the development of geopolymer binders for sustainable soil stabilization.
李昊杰;杨爱武;唐新科;吴礼涵;刘学伦
东华大学 环境科学与工程学院,上海 201620东华大学 环境科学与工程学院,上海 201620东华大学 环境科学与工程学院,上海 201620东华大学 环境科学与工程学院,上海 201620天津海滨岩土工程有限公司,天津 300384
建筑与水利
地聚物正交试验微观结构抗压强度工业固废
geopolymerorthogonal experimentmicrostructurecompressive strengthindustrial solid wastes
《湖南大学学报(自然科学版)》 2026 (5)
89-100,12
国家自然科学基金资助项目(51978440,42177119,42377141),National Natural Science Foundation of China(51978440,42177119,42377141)
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