煤矸石−粉煤灰−矿渣在水泥砂浆中的协同增强效应

王海钢, 董智宇, 李贵林, 郭家栋, 夏豪杰, 孔少奇. 煤矸石−粉煤灰−矿渣在水泥砂浆中的协同增强效应[J]. 矿产保护与利用, 2024, 44(6): 25-32. doi: 10.13779/j.cnki.issn1001-0076.2024.06.003
引用本文: 王海钢, 董智宇, 李贵林, 郭家栋, 夏豪杰, 孔少奇. 煤矸石−粉煤灰−矿渣在水泥砂浆中的协同增强效应[J]. 矿产保护与利用, 2024, 44(6): 25-32. doi: 10.13779/j.cnki.issn1001-0076.2024.06.003
WANG Haigang, DONG Zhiyu, LI Guilin, GUO Jiadong, XIA Haojie, KONG Shaoqi. Synergistic Enhancement Effect of Coal Gangue, Fly Ash and Slag in Cement−based Materials[J]. Conservation and Utilization of Mineral Resources, 2024, 44(6): 25-32. doi: 10.13779/j.cnki.issn1001-0076.2024.06.003
Citation: WANG Haigang, DONG Zhiyu, LI Guilin, GUO Jiadong, XIA Haojie, KONG Shaoqi. Synergistic Enhancement Effect of Coal Gangue, Fly Ash and Slag in Cement−based Materials[J]. Conservation and Utilization of Mineral Resources, 2024, 44(6): 25-32. doi: 10.13779/j.cnki.issn1001-0076.2024.06.003

煤矸石−粉煤灰−矿渣在水泥砂浆中的协同增强效应

  • 基金项目: 山西省基础研究计划—自由探索类青年项目(2022SX09301223073)
详细信息
    作者简介: 王海钢 (1983—) ,男,山西晋中人,硕士研究生,主要从事煤矿安全生产管理工作,E-mail:wanghaigang1983@163.com
    通讯作者: 孔少奇(1989—),男,山西太原人,副教授,主要从事充填开采与二氧化碳存储利用与封存研究,E-mail:kongshaoqi@tyut.edu.cn
  • 中图分类号: TD849+.5

Synergistic Enhancement Effect of Coal Gangue, Fly Ash and Slag in Cement−based Materials

More Information
  • 煤矸石作为煤基固废,其资源化利用受到广泛关注。采用煅烧活化的方式提高了黏土质煤矸石的活性,并将其与粉煤灰、矿渣组合使用,研究了三者在水泥砂浆中的协同增强作用。利用流动性测试和抗压/抗折强度测试,评估了复合水泥砂浆的工作性能和力学性能;利用X射线衍射仪(XRD)、水化热分析了煤矸石的活化机理及复合水泥净浆的水化产物和水化动力学过程。结果表明:随着煅烧温度的升高,煤矸石的活性先增加后降低,最佳煅烧温度在700~800 ℃之间。粉煤灰、矿渣与700 ℃煅烧的煤矸石按照5∶2∶3的质量比组合使用时,水泥砂浆流动度达到237 mm,28 d抗压强度为48.96 MPa,28 d活性指数达到104.77%。其中,粉煤灰的球形颗粒主要起到润滑作用,显著提高了砂浆的流动性;煤矸石提供了大量活性SiO2,促进了水化反应和水化产物的形成;矿渣具有高火山灰活性和细颗粒尺寸,提供了更多成核位置,增强了砂浆的早期强度。三种材料均不同程度地起到了润滑作用和成核作用,实现了流动性协同提升、水化反应协同促进、水化产物优化、活性成分互补等,增强了水泥基材料的性能。本研究为煤矸石在水泥基材料中的应用提供了新的途径和理论依据。

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  • 图 1  原材料的矿物成分分析结果

    Figure 1. 

    图 2  原材料的粒径分布曲线

    Figure 2. 

    图 3  不同温度下煅烧煤矸石的XRD结果

    Figure 3. 

    图 4  新拌水泥砂浆流动度

    Figure 4. 

    图 5  水泥砂浆的力学性能

    Figure 5. 

    图 6  复合水泥净浆的水化热与水化动力学

    Figure 6. 

    图 7  复合水泥净浆的XRD结果

    Figure 7. 

    表 1  水泥的物理力学性能

    Table 1.  Basic properties of cement

    比表面积
    /(m2·kg−1)
    标准稠度
    需水量/%
    凝结
    时间/min
    抗折
    强度/MPa
    抗压
    强度/MPa
    初凝 终凝 3 d 28 d 3 d 28 d
    332 29.6 152 262 6.49 8.81 25.32 46.73
    下载: 导出CSV

    表 2  原材料的化学成分

    Table 2.  Chemical components of raw materials /%

    名称SiO2CaOAl2O3Fe2O3MgOTiO2SO3K2ONa2O
    水泥20.5464.034.514.031.760.423.231.020.31
    粉煤灰51.173.6533.216.110.710.121.472.270.65
    煤矸石62.851.0522.464.631.161.420.582.930.24
    矿渣35.2636.0315.260.819.5201.270.430.10
    下载: 导出CSV

    表 3  复合水泥的配合比设计

    Table 3.  Mix proportion design of composite cement

    编号 水泥/% 粉煤灰/% 矿粉/% 煤矸石/% 煅烧温度/℃
    1 70 15 0 15 700
    2 70 15 0 15 800
    3 70 15 0 15 900
    4 70 15 6 9 700
    5 70 15 6 9 800
    6 70 15 6 9 900
    下载: 导出CSV

    表 4  复合水泥浆体的水化动力学参数

    Table 4.  Hydration kinetic parameters of composite cement paste

    Sample n K'NG K'I K'D
    1 2.2375 0.0521 0.0120 0.0017
    2 2.1603 0.0518 0.0124 0.0020
    3 2.2448 0.0538 0.0123 0.0015
    4 2.1969 0.0512 0.0116 0.0018
    5 2.2109 0.0513 0.0117 0.0019
    6 2.1462 0.0521 0.0118 0.0018
    下载: 导出CSV
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收稿日期:  2024-05-25
刊出日期:  2024-12-15

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