长沙理工大学学报(自然科学版)
水胶比、级配对砂基透水砖透水系数及强度的影响
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杨三强(1980-),男,四川绵阳人,河北大学教授,博士,主要从事公路路基和路面材料等方面的研究

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TU528.19

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河北省教育厅科研重点项目(ZD2016073);教育部中西部能力综合提升工程高层次引进人才项目


Permeability coefficient and intensity of water glue ratio and stage matchings and base
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    摘要:

    为了解决城市内涝问题以及快速补充城市地下水,通过室内试验以及现场生产实践,开展了水胶比、级配对砂基透水砖透水系数及强度影响研究,研制出了高强度、高透水性砂基透水砖,以解决上述社会问题。研究结果表明,在砂基透水砖配合比设计中,砂基透水砖所用集料的级配设计粒径为S12,S14,S15三挡单配或混合掺配,水胶比应控制在 0.24~0.28之间,集灰比应控制在 3.5~4.5之间,水泥用量应控制在 390~450kg/m3之间,增强剂用量为水泥用量的10%~15%之间;随着砂基透水砖强度的增加,透水系数呈指数递减趋势。通过对比分析大量的试验数据,模拟出了砂基透水砖透水系数和水胶比、孔隙率以及强度之间的数学模型。

    Abstract:

    In order to solve the problem of urban waterlogging and rapid urban groundwa-ter, through indoor experiment and field production practice, the combination of water/ce-ment ratio and sand level matching base permeable coefficient and strength influenced the permeable brick, the high strength and high permeability sand base permeable brick was de-veloped, in order to solve the social problems.The research results show that the sand base mixture ratio design of permeable brick, sand base permeable brick aggregate gradation de-sign size used for speedS 12, S 14, S 15 three monogamous or mixed blending, water-binder ratio should be controlled in 0.24~0.28, set cement ratio should be controlled in 3.5~4.5, dosage of cement should be controlled in 390~450kg/m, strengthening agent dosage of cement dosage of 10%~15%.With the increase of sand base permeable brick intensity,permeable coefficient exponentially decreasing trend, through the analysis of a large number of experimental data, the sand base permeable brick permeable coefficient and water/ce-ment ratio, the mathematical model between porosity and strength were simulated.

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引用本文

杨三强,黄士周.水胶比、级配对砂基透水砖透水系数及强度的影响[J].长沙理工大学学报(自然科学版),2017,(4):30-35.
YANG San qiang, HUANG Shi-zhou. Permeability coefficient and intensity of water glue ratio and stage matchings and base[J]. Journal of Changsha University of Science & Technology (Natural Science),2017,(4):30-35.

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  • 在线发布日期: 2022-04-28
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