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电解锰渣粉对混凝土孔结构及力学性能的影响
Effect of electrolytic manganese slag powder on pore structure and mechanical properties of concrete
2024年第5期
电解锰渣粉;混凝土;孔结构;抗压强度
Electrolytic manganese slag powder; Concrete; Pore structure; Compressive strength
2024年第5期
10.19761/j.1000-4637.2024.05.094.04
国家自然科学基金资助项目(52004072)。
吴 锐1,王超林1,*,夏 晔2,张 坤1
1.贵州大学 土木工程学院,贵州 贵阳550000;2.北京邮电大学 经济管理学院,北京 100000

吴 锐1,王超林1,*,夏 晔2,张 坤1

吴锐,王超林,夏晔,等.电解锰渣粉对混凝土孔结构及力学性能的影响[J].混凝土与水泥制品,2024(5):94-97.

WU Rui, WANG Chaolin, XIA Ye,et al.Effect of electrolytic manganese slag powder on pore structure and mechanical properties of concrete[J].China Concrete and Cement Products,2024(5):94-97.

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摘   要:研究了电解锰渣粉等质量取代0、10%、20%、30%、40%、50%的水泥对混凝土孔结构和力学性能的影响。结果表明:不同电解锰渣粉掺量试件中大孔、中孔、小孔的连通性均较差,且小孔数量较多;随着电解锰渣粉掺量的增加,试件中的孔隙数量增多,孔隙率增大,抗压强度降低,弹性模量基本呈降低趋势;与基准组相比,掺电解锰渣粉试件的应力-应变曲线的压密阶段和峰后失稳破坏阶段明显变长,说明延性有所提高。 Abstract: The effects of replacing 0, 10%, 20%, 30%, 40%, and 50% of cement with electrolytic manganese slag powder on the pore structure and mechanical properties of concrete were studied. The results show that the connectivity of macropores, mesopores, and micropores in specimens with different contents of electrolytic manganese slag powder is poor, and there are more micropores. With the increase of the content of electrolytic manganese slag powder, the number of pores in the specimen increases, the porosity increases, the compressive strength decreases, and the elastic modulus basically shows a decreasing trend. Compared with the benchmark group, the compression stage and post peak instability failure stage of the stress-strain curve of the specimen mixed with electrolytic manganese slag powder are significantly longer, indicating an improvement in ductility.
英文名 : Effect of electrolytic manganese slag powder on pore structure and mechanical properties of concrete
刊期 : 2024年第5期
关键词 : 电解锰渣粉;混凝土;孔结构;抗压强度
Key words : Electrolytic manganese slag powder; Concrete; Pore structure; Compressive strength
刊期 : 2024年第5期
DOI : 10.19761/j.1000-4637.2024.05.094.04
文章编号 :
基金项目 : 国家自然科学基金资助项目(52004072)。
作者 : 吴 锐1,王超林1,*,夏 晔2,张 坤1
单位 : 1.贵州大学 土木工程学院,贵州 贵阳550000;2.北京邮电大学 经济管理学院,北京 100000

吴 锐1,王超林1,*,夏 晔2,张 坤1

吴锐,王超林,夏晔,等.电解锰渣粉对混凝土孔结构及力学性能的影响[J].混凝土与水泥制品,2024(5):94-97.

WU Rui, WANG Chaolin, XIA Ye,et al.Effect of electrolytic manganese slag powder on pore structure and mechanical properties of concrete[J].China Concrete and Cement Products,2024(5):94-97.

摘要
参数
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参考文献
引用本文

摘   要:研究了电解锰渣粉等质量取代0、10%、20%、30%、40%、50%的水泥对混凝土孔结构和力学性能的影响。结果表明:不同电解锰渣粉掺量试件中大孔、中孔、小孔的连通性均较差,且小孔数量较多;随着电解锰渣粉掺量的增加,试件中的孔隙数量增多,孔隙率增大,抗压强度降低,弹性模量基本呈降低趋势;与基准组相比,掺电解锰渣粉试件的应力-应变曲线的压密阶段和峰后失稳破坏阶段明显变长,说明延性有所提高。

Abstract: The effects of replacing 0, 10%, 20%, 30%, 40%, and 50% of cement with electrolytic manganese slag powder on the pore structure and mechanical properties of concrete were studied. The results show that the connectivity of macropores, mesopores, and micropores in specimens with different contents of electrolytic manganese slag powder is poor, and there are more micropores. With the increase of the content of electrolytic manganese slag powder, the number of pores in the specimen increases, the porosity increases, the compressive strength decreases, and the elastic modulus basically shows a decreasing trend. Compared with the benchmark group, the compression stage and post peak instability failure stage of the stress-strain curve of the specimen mixed with electrolytic manganese slag powder are significantly longer, indicating an improvement in ductility.

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(1)各组试件内部大孔、中孔、小孔的连通性均较差,且均以小孔为主;在相同龄期时,随着EMR掺量的增加,试件中的孔隙数量增多,孔隙率增大,M50试件的3、7、28 d孔隙率较M0分别提高了65.2%、419.3%、63.8%;随着龄期的增加,M0试件的孔隙率逐渐降低,M10、M20、M30、M40、M50试件的孔隙率先增大后减小。
(2)在相同龄期时,随着EMR掺量的增加,试件的抗压强度基本呈降低趋势;随着龄期的增加,M0试件的抗压强度先增大后基本不变,M10、M20、M30、M40试件的抗压强度逐渐增大,M50试件的抗压强度基本不变。
(3)随着龄期的增加,M0、M30、M40试件的弹性模量增大,M10、M20试件的弹性模量先减小后增大,M50试件的弹性模量变化不大;在相同龄期时,随着EMR掺量的增加,试件的弹性模量基本呈减小趋势。

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吴锐,王超林,夏晔,.电解锰渣粉对混凝土孔结构及力学性能的影响[J].混凝土与水泥制品,2024(5):94-97.

WU Rui, WANG Chaolin, XIA Ye,et al.Effect of electrolytic manganese slag powder on pore structure and mechanical properties of concrete[J].China Concrete and Cement Products,2024(5):94-97.

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