自制水化硅酸钙晶种粉强化底泥基砂浆力学性能试验研究OA
Experimental study on mechanical properties of homemade hydrated calcium silicate crystal seed powder reinforced substrate based mortar
在详细探究底泥基矿物组成、粒径分布等理化特征的基础上,借助自制水化硅酸钙晶种粉微吸附效应,采用覆裹技术对内蒙古段乌海湖底泥进行自胶凝性激发处理,制备自胶凝性底泥基材料,通过不同掺量的自胶凝性底泥基砂浆试件性能测试,探究掺量对自胶凝性底泥基砂浆工作性能、流动特性和力学性能的影响规律;借助 XRD 及孔结构等微观分析,揭示自胶凝性底泥砂浆胶凝体水化产物微观形貌发育规律和内部孔隙结构时效变化历程.结果表明:在自胶凝性底泥掺量为 15%时最优,底泥消耗量与砂浆强度损失量相对适宜.自胶凝性底泥基材料的掺入优化了砂浆界面区水化产物组成,降低了水化产物成核势垒,增强了水化程度,提升砂浆内部结构致密性;孔隙结构中胶凝孔占比的增加有利于形成相互交错的致密网状结构,提高砂浆的抗压强度.研究结果在一定程度上说明自制水化硅酸钙晶种粉激发处理后的底泥基材料可有效替代水泥,从而为矿区生态修复等工程构件应用提供新的思路.
On the basis of detailed investigation of the mineral composition,particle size distribution and other physicochemical characteristics of the substrate,and utilizing the micro-absorption effect of homemade hydrated calcium silicate crystal seed powder,the use of overlaying technology on the bottom of the Inner Mongolia section of the Wuhai Lake substrate self-coagulation excitation treatment was carried out.This process results in the preparation of self-consolidation sediment-based materials.By testing the performance of self-consolidation sediment-based mortar specimens with varying admixtures,the influence of admixture content on the workability,flow characteristics,and mechanical strength of the self-consolidation sediment-based mortar was investigated.By using XRD and pore structure analysis,the micro-morphology development law of hydration products and the time-dependent change process of internal pore structure of self-consolidation sediment mortar cementitious body were revealed.It is found that the optimal amount of self-consolidation cement is 15%,and the consumption of bottom cement sediment and the loss of mortar strength are relatively appropriate.The incorporation of self-consolidation cement-based materials optimizes the composition of hydration pro-ducts in the mortar interface area,reduces the nucleation barrier of hydration products,enhances the degree of hydration,and improves the internal structure of the mortar densification.The increase in the proportion of coagulating pores in the pore structure is beneficial to the formation of a dense mesh struc-ture,which improves the compressive strength of the mortar.This study indicates to some extent that the substrate-based material after excitation treatment of homemade hydrated calcium silicate crystal seed powder,can effectively replace cement.This finding provides insights for the application of engi-neering components in ecological restoration projects in mining areas.
王海龙;秦睿妍;张盟佼
内蒙古农业大学水利与土木建筑工程学院,内蒙古 呼和浩特 010018内蒙古农业大学水利与土木建筑工程学院,内蒙古 呼和浩特 010018内蒙古农业大学水利与土木建筑工程学院,内蒙古 呼和浩特 010018
农业科技
水化硅酸钙晶种粉乌海湖底泥自胶凝性力学性能微观结构
hydrated calcium silicate crystal seed powdermud from the bottom of Wuhai Lakeself-consolidationmechanical propertiesmicrostructure
《排灌机械工程学报》 2026 (9)
914-920,7
国家自然科学基金资助项目(52069024)内蒙古自治区重大科技专项(2021ZD0007)
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