苏州混凝土水泥制品研究院有限公司

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工业废渣和再生微粉协同固化淤泥的性能研究
Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag
2023年第4期
工业废渣;再生微粉;淤泥;无侧限抗压强度;微观分析
Industrial waste slag; Recycled micropowder; Sludge; Unconfined compressive strength; Microanalysis
2023年第4期
10.19761/j.1000-4637.2023.04.098.05
住房和城乡建设部科学技术计划项目(2021-K-114);江苏省建设行业科技计划项目(2021ZD53);南京市建设行业科技计划项目(Ks2153)。
黄展魏1,2,王安辉1,2,张艳芳1,2,周天宇1,2,杨 帆1,2,陈晓君1
1.中建安装集团有限公司,江苏 南京 210023;2.中建安装集团南京建设有限公司,江苏 南京 210046

黄展魏1,2,王安辉1,2,张艳芳1,2,周天宇1,2,杨 帆1,2,陈晓君1

黄展魏,王安辉,张艳芳,等.工业废渣和再生微粉协同固化淤泥的性能研究[J].混凝土与水泥制品,2023(4):98-102.

HUANG Z W,WANG A H,ZHANG Y F,et al.Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag[J].China Concrete and Cement Products,2023(4):98-102.

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摘   要:采用再生微粉和工业废渣固化淤泥,研究了固化材料的类型(工业废渣基固化材料A、工业废渣-再生微粉基固化材料B)和掺量(5%、10%、15%、20%)、淤泥含水率(17%、45%、70%)对固化淤泥力学性能的影响,并进行了XRD和SEM分析,探讨了固化机理。结果表明:固化材料B的抗压强度比固化材料A的抗压强度低;固化材料B固化淤泥的无侧限抗压强度比固化材料A固化淤泥的无侧限抗压强度低;随着固化材料掺量的增加,固化淤泥的无侧限抗压强度增大;随着淤泥含水率的增加,固化淤泥的无侧限抗压强度降低;综合考虑经济性、节能环保和固化淤泥的力学性能,推荐采用固化材料B作为淤泥的固化材料。 Abstract: The effects of the types(industrial waste slag based solidified material A, industrial waste slag-recycled micropowder based solidified material B) and contents(5%, 10%, 15%, 20%) of solidified materials and the moisture content of the sludge (17%, 45%, 70%) on the mechanical properties of the solidified sludge were studied. The solidified mechanism was discussed by XRD and SEM analysis. The results show that the compressive strength of solidified material B is lower than that of solidified material A. The unconfined compressive strength of sludge solidified by solidified material B is lower than that of sludge solidified by solidified material A. The unconfined compressive strength of solidified sludge increases with the increase of the content of solidified material. With the increase of moisture content of sludge, the unconfined compressive strength of solidified sludge decreases. Considering the economy, energy conservation and environmental protection and the mechanical properties of solidified sludge, solidified material B is recommended as the solidified material of sludge.
英文名 : Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag
刊期 : 2023年第4期
关键词 : 工业废渣;再生微粉;淤泥;无侧限抗压强度;微观分析
Key words : Industrial waste slag; Recycled micropowder; Sludge; Unconfined compressive strength; Microanalysis
刊期 : 2023年第4期
DOI : 10.19761/j.1000-4637.2023.04.098.05
文章编号 :
基金项目 : 住房和城乡建设部科学技术计划项目(2021-K-114);江苏省建设行业科技计划项目(2021ZD53);南京市建设行业科技计划项目(Ks2153)。
作者 : 黄展魏1,2,王安辉1,2,张艳芳1,2,周天宇1,2,杨 帆1,2,陈晓君1
单位 : 1.中建安装集团有限公司,江苏 南京 210023;2.中建安装集团南京建设有限公司,江苏 南京 210046

黄展魏1,2,王安辉1,2,张艳芳1,2,周天宇1,2,杨 帆1,2,陈晓君1

黄展魏,王安辉,张艳芳,等.工业废渣和再生微粉协同固化淤泥的性能研究[J].混凝土与水泥制品,2023(4):98-102.

HUANG Z W,WANG A H,ZHANG Y F,et al.Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag[J].China Concrete and Cement Products,2023(4):98-102.

摘要
参数
结论
参考文献
引用本文

摘   要:采用再生微粉和工业废渣固化淤泥,研究了固化材料的类型(工业废渣基固化材料A、工业废渣-再生微粉基固化材料B)和掺量(5%、10%、15%、20%)、淤泥含水率(17%、45%、70%)对固化淤泥力学性能的影响,并进行了XRD和SEM分析,探讨了固化机理。结果表明:固化材料B的抗压强度比固化材料A的抗压强度低;固化材料B固化淤泥的无侧限抗压强度比固化材料A固化淤泥的无侧限抗压强度低;随着固化材料掺量的增加,固化淤泥的无侧限抗压强度增大;随着淤泥含水率的增加,固化淤泥的无侧限抗压强度降低;综合考虑经济性、节能环保和固化淤泥的力学性能,推荐采用固化材料B作为淤泥的固化材料。

Abstract: The effects of the types(industrial waste slag based solidified material A, industrial waste slag-recycled micropowder based solidified material B) and contents(5%, 10%, 15%, 20%) of solidified materials and the moisture content of the sludge (17%, 45%, 70%) on the mechanical properties of the solidified sludge were studied. The solidified mechanism was discussed by XRD and SEM analysis. The results show that the compressive strength of solidified material B is lower than that of solidified material A. The unconfined compressive strength of sludge solidified by solidified material B is lower than that of sludge solidified by solidified material A. The unconfined compressive strength of solidified sludge increases with the increase of the content of solidified material. With the increase of moisture content of sludge, the unconfined compressive strength of solidified sludge decreases. Considering the economy, energy conservation and environmental protection and the mechanical properties of solidified sludge, solidified material B is recommended as the solidified material of sludge.

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(1)随着龄期的增加,固化材料A、B的抗压强度均增大;相同龄期下,固化材料B的抗压强度低于固化材料A的抗压强度,但差距不大。
(2)与固化材料B固化淤泥相比,固化材料A固化淤泥的无侧限抗压强度较高,但差距不大;随着固化材料掺量的增加,固化淤泥的无侧限抗压强度增大;随着淤泥含水率的增加,固化淤泥的无侧限抗压强度降低。
(3)综合考虑经济性、节能环保和固化淤泥的力学性能,推荐采用由钢渣粉、矿渣粉、再生微粉、水泥和脱硫石膏按质量比30∶30∶10∶30∶5混合而成的固化材料B作为淤泥的固化材料。
 

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黄展魏,王安辉,张艳芳,.工业废渣和再生微粉协同固化淤泥的性能研究[J].混凝土与水泥制品,2023(4):98-102.

HUANG Z W,WANG A H,ZHANG Y F,et al.Study on the Performance of Sludge Solidified by Recycled Micropowder and Industrial Waste Slag[J].China Concrete and Cement Products,2023(4):98-102.

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