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掺石灰石粉矿渣水泥砂浆的孔结构与抗渗性能
Pore structure and impermeability of slag cement mortar mixed with limestone powder
2024年第10期
石灰石粉;矿渣水泥基材料;砂浆;孔结构;抗渗性能
Limestone powder; Slag cement-based material; Mortar; Pore structure; Impermeability
2024年第10期
10.19761/j.1000-4637.2024.10.079.05
国家自然科学基金项目(52178232);浙江省自然科学基金资助项目(LY23E080010)。
蒋志律1,杨 涛1,杨梦盈1,付传清1,李 强2
1.浙江工业大学 土木工程学院,浙江 杭州 310023;2.浙江水利水电学院 建筑工程学院, 浙江 杭州310018

蒋志律1,杨 涛1,杨梦盈1,付传清1,李 强2

蒋志律,杨涛,杨梦盈,等.掺石灰石粉矿渣水泥砂浆的孔结构与抗渗性能[J].混凝土与水泥制品,2024(10):79-83.

JIANG Z Y,YANG T,YANG M Y,et al.Pore structure and impermeability of slag cement mortar mixed with limestone powder[J].China Concrete and Cement Products,2024(10):79-83.

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摘   要:为了研究石灰石粉对矿渣水泥砂浆抗渗性能的影响,进行了不同掺量石灰石粉矿渣水泥砂浆的抗压强度、孔结构与水渗透系数试验,根据压汞法得到了砂浆的孔隙率和孔径分布,分析了石灰石粉对临界孔径和阈值孔径大小的影响,通过GEMS热力学模拟分析了不同石灰石粉掺量下的砂浆水化产物含量的变化,运用Katz-Thompson方程建立了特征孔径与水渗透系数之间的关系。结果表明:随着石灰石粉掺量的增加,砂浆的临界孔径减小,抗压强度降低;当石灰石粉掺量达到20%时,矿渣水泥砂浆的抗渗性能仍优于纯水泥砂浆组。 Abstract: In order to study the effect of limestone powder on the impermeability of slag cement mortar, tests were conducted on the compressive strength, pore structure, and water permeability coefficient of slag cement mortar with different contents of limestone powder. The porosity and pore size distribution of the mortar were obtained by mercury intrusion porosimetry, and the influence of limestone powder on the critical pore size and threshold pore size was analyzed. The changes in the hydration product content of the mortar under different contents of limestone powder were analyzed by GEMS thermodynamic simulation. The relationship between characteristic pore size and water permeability coefficient was established using the Katz Thompson equation. The results show that with the increase of limestone powder content, the critical pore size of mortar decreases and the compressive strength decreases. When the content of limestone powder reaches 20%, the impermeability of slag cement mortar is still better than that of pure cement mortar group.
英文名 : Pore structure and impermeability of slag cement mortar mixed with limestone powder
刊期 : 2024年第10期
关键词 : 石灰石粉;矿渣水泥基材料;砂浆;孔结构;抗渗性能
Key words : Limestone powder; Slag cement-based material; Mortar; Pore structure; Impermeability
刊期 : 2024年第10期
DOI : 10.19761/j.1000-4637.2024.10.079.05
文章编号 :
基金项目 : 国家自然科学基金项目(52178232);浙江省自然科学基金资助项目(LY23E080010)。
作者 : 蒋志律1,杨 涛1,杨梦盈1,付传清1,李 强2
单位 : 1.浙江工业大学 土木工程学院,浙江 杭州 310023;2.浙江水利水电学院 建筑工程学院, 浙江 杭州310018

蒋志律1,杨 涛1,杨梦盈1,付传清1,李 强2

蒋志律,杨涛,杨梦盈,等.掺石灰石粉矿渣水泥砂浆的孔结构与抗渗性能[J].混凝土与水泥制品,2024(10):79-83.

JIANG Z Y,YANG T,YANG M Y,et al.Pore structure and impermeability of slag cement mortar mixed with limestone powder[J].China Concrete and Cement Products,2024(10):79-83.

摘要
参数
结论
参考文献
引用本文

摘   要:为了研究石灰石粉对矿渣水泥砂浆抗渗性能的影响,进行了不同掺量石灰石粉矿渣水泥砂浆的抗压强度、孔结构与水渗透系数试验,根据压汞法得到了砂浆的孔隙率和孔径分布,分析了石灰石粉对临界孔径和阈值孔径大小的影响,通过GEMS热力学模拟分析了不同石灰石粉掺量下的砂浆水化产物含量的变化,运用Katz-Thompson方程建立了特征孔径与水渗透系数之间的关系。结果表明:随着石灰石粉掺量的增加,砂浆的临界孔径减小,抗压强度降低;当石灰石粉掺量达到20%时,矿渣水泥砂浆的抗渗性能仍优于纯水泥砂浆组。

Abstract: In order to study the effect of limestone powder on the impermeability of slag cement mortar, tests were conducted on the compressive strength, pore structure, and water permeability coefficient of slag cement mortar with different contents of limestone powder. The porosity and pore size distribution of the mortar were obtained by mercury intrusion porosimetry, and the influence of limestone powder on the critical pore size and threshold pore size was analyzed. The changes in the hydration product content of the mortar under different contents of limestone powder were analyzed by GEMS thermodynamic simulation. The relationship between characteristic pore size and water permeability coefficient was established using the Katz Thompson equation. The results show that with the increase of limestone powder content, the critical pore size of mortar decreases and the compressive strength decreases. When the content of limestone powder reaches 20%, the impermeability of slag cement mortar is still better than that of pure cement mortar group.

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(1)当采用矿渣替代40%水泥时,砂浆的抗压强度略有增加;当掺入石灰石粉至矿渣水泥体系时,随着石灰石粉掺量的增加,砂浆的抗压强度降低,当石灰石粉掺量为20%时,砂浆的抗压强度降低幅度最大,相较于M1组降低了16.4%。
(2)热力学模拟结果表明,当石灰石粉掺量为10%时,单碳型碳铝酸钙生成量达到最大值,AFt含量明显增大,抑制了AFm的生成。
(3)随着石灰石粉掺量的增大,砂浆内孔径20~100 nm孔径区间的孔隙率提高,临界孔径基本呈增大趋势;砂浆的总孔隙率随着石灰石粉掺量的增加呈小幅波动变化趋势。
(4)在水泥中掺入矿渣可以明显降低砂浆的水渗透系数;随着石灰石粉掺量的增加,砂浆的水渗透系数逐渐增加,当石灰石粉掺量达到20%时,砂浆的水渗透系数均仍低于M1组。
(5)采用K-T方程预测掺石灰石粉矿渣水泥砂浆的水渗透系数时,与阈值孔径相比,采用临界孔径作为特征孔径得到的预测结果更接近于实测值。

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蒋志律,杨涛,杨梦盈,.掺石灰石粉矿渣水泥砂浆的孔结构与抗渗性能[J].混凝土与水泥制品,2024(10):79-83.

JIANG Z Y,YANG T,YANG M Y,et al.Pore structure and impermeability of slag cement mortar mixed with limestone powder[J].China Concrete and Cement Products,2024(10):79-83.

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