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硅灰掺量对多孔混凝土强度和植生性能的影响
Effect of content of silica fume on strength and planting performance of porous concrete
2025年第1期
硅灰;多孔混凝土;抗压强度;孔隙率;植生性能;微观形貌
Silica fume; Porous concrete; Compressive strength; Porosity; Planting performance; Microstructure
2025年第1期
10.19761/j.1000-4637.2025.01.091.05
江苏省研究生科研与实践创新计划项目(SJCX23_0176)。
梁锦程1,喻 林1,陈建国2,3
1.河海大学 力学与材料学院,江苏 南京 211106;2.广西壮族自治区水利科学研究院,广西水工程材料与结构重点实验室,广西 南宁530023;3.郑州大学 水利科学与工程学院,河南 郑州450001

梁锦程1,喻 林1,陈建国2,3

梁锦程,喻林,陈建国.硅灰掺量对多孔混凝土强度和植生性能的影响[J].混凝土与水泥制品,2025(1):91-95.

LIANG J C,YU L,CHEN J G.Effect of content of silica fume on strength and planting performance of porous concrete[J].China Concrete and Cement Products,2025(1):91-95.

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摘   要:研究了硅灰掺量(0、6%、16%、26%、36%、46%)对多孔混凝土抗压强度、孔隙率、孔隙溶液pH值和植生性能的影响,并进行了微观分析。结果表明:随着硅灰掺量的增加,多孔混凝土的28 d、56 d抗压强度基本呈先增大后降低再增大的趋势,孔隙率、孔隙溶液pH值均呈降低趋势;适量硅灰的掺入提高了15 d、30 d植株高度和叶片含水率;适量硅灰能提高体系的水化程度和基体密实度,过量硅灰反而会降低基体的密实度。 Abstract:The effects of content of silica fume(0, 6%, 16%, 26%, 36%, 46%) on the compressive strength, porosity, the pH value of the pore solution and planting performance of porous concrete were investigated, and microscopic analysis was carried out. The results show that, with the increase of the content of silica fume, the 28 d and 56 d compressive strengths of porous concrete basically show the trend of first increasing then decreasing and further increasing, the porosity and the pH value of the pore solution of porous concrete all show the trend of decreasing. Appropriate content of silica fume increases the height of plants and the water content of leaves at 15 d and 30 d. Appropriate content of silica fume can improve the hydration degree of the system and matrix compactness, while excessive silica fume may decrease the compactness of the matrix.
英文名 : Effect of content of silica fume on strength and planting performance of porous concrete
刊期 : 2025年第1期
关键词 : 硅灰;多孔混凝土;抗压强度;孔隙率;植生性能;微观形貌
Key words : Silica fume; Porous concrete; Compressive strength; Porosity; Planting performance; Microstructure
刊期 : 2025年第1期
DOI : 10.19761/j.1000-4637.2025.01.091.05
文章编号 :
基金项目 : 江苏省研究生科研与实践创新计划项目(SJCX23_0176)。
作者 : 梁锦程1,喻 林1,陈建国2,3
单位 : 1.河海大学 力学与材料学院,江苏 南京 211106;2.广西壮族自治区水利科学研究院,广西水工程材料与结构重点实验室,广西 南宁530023;3.郑州大学 水利科学与工程学院,河南 郑州450001

梁锦程1,喻 林1,陈建国2,3

梁锦程,喻林,陈建国.硅灰掺量对多孔混凝土强度和植生性能的影响[J].混凝土与水泥制品,2025(1):91-95.

LIANG J C,YU L,CHEN J G.Effect of content of silica fume on strength and planting performance of porous concrete[J].China Concrete and Cement Products,2025(1):91-95.

摘要
参数
结论
参考文献
引用本文

摘   要:研究了硅灰掺量(0、6%、16%、26%、36%、46%)对多孔混凝土抗压强度、孔隙率、孔隙溶液pH值和植生性能的影响,并进行了微观分析。结果表明:随着硅灰掺量的增加,多孔混凝土的28 d、56 d抗压强度基本呈先增大后降低再增大的趋势,孔隙率、孔隙溶液pH值均呈降低趋势;适量硅灰的掺入提高了15 d、30 d植株高度和叶片含水率;适量硅灰能提高体系的水化程度和基体密实度,过量硅灰反而会降低基体的密实度。

Abstract:The effects of content of silica fume(0, 6%, 16%, 26%, 36%, 46%) on the compressive strength, porosity, the pH value of the pore solution and planting performance of porous concrete were investigated, and microscopic analysis was carried out. The results show that, with the increase of the content of silica fume, the 28 d and 56 d compressive strengths of porous concrete basically show the trend of first increasing then decreasing and further increasing, the porosity and the pH value of the pore solution of porous concrete all show the trend of decreasing. Appropriate content of silica fume increases the height of plants and the water content of leaves at 15 d and 30 d. Appropriate content of silica fume can improve the hydration degree of the system and matrix compactness, while excessive silica fume may decrease the compactness of the matrix.

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(1)随着硅灰掺量的增加,多孔混凝土的28 d、56 d抗压强度基本呈先增大后降低再增大的趋势,当硅灰掺量为6%时,多孔混凝土的28 d、56 d抗压强度均达到最大,分别为7.7 MPa、11.8 MPa。
(2)硅灰发挥微集料效应、火山灰效应,提高了基体的密实度。随着硅灰掺量的增加,多孔混凝土的孔隙率、孔隙溶液pH值均呈降低趋势。
(3)适量硅灰的掺入改善了多孔混凝土的内部碱环境,满足了植生需求,提高了15 d、30 d植株高度和叶片含水率,其中,A6组的30 d植株高度和叶片含水率较A1组分别提高了10.5%、3.4%。
(4)适量硅灰能提高体系的水化程度,从而提高基体密实度,而过量硅灰容易水化不完全,反而会降低基体的密实度。

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梁锦程,喻林,陈建国.硅灰掺量对多孔混凝土强度和植生性能的影响[J].混凝土与水泥制品,2025(1):91-95.

LIANG J C,YU L,CHEN J G.Effect of content of silica fume on strength and planting performance of porous concrete[J].China Concrete and Cement Products,2025(1):91-95.

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