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氯化铵处理再生微粉在水泥基材料中的作用效应研究

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利用再生微粉(RCP)作为水泥基胶凝材料可以有效地对建筑垃圾回收利用.然而由于RCP低活性和高孔隙率,含RCP的水泥砂浆通常表现出较差的性能.为了解决这一问题,本文利用氯化铵对RCP进行提质处理并替代10%水泥制备砂浆.探究了氯化铵改性RCP替代水平对水泥砂浆水化性能、力学强度及孔结构的影响.试验结果表明:经氯化铵溶液浸泡后的RCP的颗粒尺寸更小,有利于水泥的水化.此外氯化铵与C-S-H等钙基组分反应生成活性硅胶,使RCP砂浆的孔结构得到了优化,从而增强了RCP砂浆的抗压强度.最优组RCP砂浆的抗压强度高出未处理RCP砂浆约15.5%,接近纯水泥砂浆的抗压强度.
Using recycled micropowder(RCP)as cement-based cementing material can effectively utilize construction waste.However,cement mortars containing RCP usually exhibit poor performance due to the low activity and high porosity of RCP.In order to solve this problem,ammonium chloride was used to improve RCP,which replaced 10%cement to prepare mortar.The effects of RCP substitution level modified by ammonium chloride on hydration properties,mechanical strength and pore structure of cement mortar was investigated.The experimental results show that the particle size of RCP soaked in ammonium chloride solution is smaller,which is conducive to the hydration of cement.Ammonium chloride reacts with calcium-based components such as C-S-H to generate active silica gel,which optimizes the pore structure of RCP mortar,thereby enhancing the compressive strength of RCP mortar.The compressive strength of RCP mortar of the optimal group is about 15.5%higher than that of untreated RCP mortar,which is close to that of pure cement mortar.

recycled micropowderammonium chloridecement-based materialcompressive strengthpore structure

徐健、王亮

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安徽理工大学土木建筑学院,安徽 淮南 232001

再生微粉 氯化铵 水泥基材料 抗压强度 孔结构

2025

水泥
建筑材料工业技术情报研究所

水泥

影响因子:0.085
ISSN:1002-9877
年,卷(期):2025.(1)