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宁东矿区气化渣基膏体充填材料性能优化研究

陈登红 李超 张治国

陈登红,李超,张治国. 宁东矿区气化渣基膏体充填材料性能优化研究[J]. 煤田地质与勘探,2022,50(12):41−50. doi: 10.12363/issn.1001-1986.22.05.0385
引用本文: 陈登红,李超,张治国. 宁东矿区气化渣基膏体充填材料性能优化研究[J]. 煤田地质与勘探,2022,50(12):41−50. doi: 10.12363/issn.1001-1986.22.05.0385
CHEN Denghong,LI Chao,ZHANG Zhiguo. Study on performance optimization of gasification slag based paste filling materials in Ningdong mining area[J]. Coal Geology & Exploration,2022,50(12):41−50. doi: 10.12363/issn.1001-1986.22.05.0385
Citation: CHEN Denghong,LI Chao,ZHANG Zhiguo. Study on performance optimization of gasification slag based paste filling materials in Ningdong mining area[J]. Coal Geology & Exploration,2022,50(12):41−50. doi: 10.12363/issn.1001-1986.22.05.0385

宁东矿区气化渣基膏体充填材料性能优化研究

doi: 10.12363/issn.1001-1986.22.05.0385
基金项目: 国家重点研发计划项目(2019YFC1904300);合肥综合性国家科学中心能源研究院(安徽省能源实验室)项目(21KZS217);安徽省高校协同创新基金项目(GXXT-2021-017)
详细信息
    第一作者:

    陈登红,1986年生,男,安徽潜山人,博士,副教授,从事绿色充填开采、微波高效钻孔与深井巷道支护等方面的教学研究工作.E-mail:ahhncdh@163.com

    通信作者:

    李超,1998年生,男,甘肃陇南人,硕士研究生,从事绿色充填开采方面的研究. E-mail:lichao17793477139@163.com

  • 中图分类号: TD989

Study on performance optimization of gasification slag based paste filling materials in Ningdong mining area

  • 摘要: 宁东矿区作为黄河流域的9个亿吨煤基地之一,年产出煤基固废近2×108 t且气化渣堆存量大、规模化利用困难、简单填埋处理空间有限,充填开采能解决空间堆存难题,但成本高、性能亟待优化。根据响应面法设计气化渣在固体中的掺量(A)、气化渣与水泥质量比(B)、料浆含量(C)3因素3水平共17组中心组合实验,对气化渣基膏体充填材料的坍落度、扩展度、7和14 d单轴抗压强度等性能进行了对比优化研究。实验前使用X射线衍射仪(XRD)和扫描电镜(SEM)对原料的成分及微观形态进行观测分析,试块单轴压缩后通过SEM观测分析水化作用特点,揭示强度形成机制。综合强度和流动性得到最优配比及其性能特征为:A为48%,B为3,C为80%,脱硫石膏∶煤矸石∶炉底渣的质量按2∶1∶1配制,其7、14 d强度分别为1.15、2.41 MPa,坍落度为133 mm,扩展度为325.5 mm,坍落度与扩展度的比值为0.41。进一步基于响应面法分析得到7、14 d强度的单影响因素按显著性排序分别为:B>C=AB>A>C;7、14 d强度的交互影响因素按显著性排序分别为:BC>AB>ACAB> AC>BC;坍落度和扩展度的单影响因素按显著性排序分别为:C>B>AC>A>B,进而为严控地表沉降、快充减少堵管、强度成本兼顾3种不同功能需求优选了对应配比方案及参数。研究成果为黄河流域的生态保护与煤炭低损伤开采提供了重要基础参数和优化方向。

     

  • 图  7和14 d单轴抗压强度实验结果统计

    Fig. 1  Statistical chart of 7 d and 14 d uniaxial compressive strength test results

    图  坍落度、扩展度实验结果统计

    Fig. 2  Statistical chart of slump and expansion test results

    图  坍落度∶扩展度统计分布

    Fig. 3  Statistical distribution of slump∶expansion

    图  7 d单轴抗压强度响应面分析

    Fig. 4  7 d uniaxial compressive strength response surface

    图  14 d单轴抗压强度响应面分析

    Fig. 5  Response surface analysis of 14 d uniaxial compressive strength

    图  各因素与强度均值的关系

    Fig. 6  Relationship between each factor and average intensity

    图  坍落度响应面分析

    Fig. 7  Slump response surface analysis

    图  扩展度响应面分析

    Fig. 8  Response surface analysis of expansibility

    图  料浆浓度与坍落度和扩展度均值的关系

    Fig. 9  Relationship between slurry concentration and mean value of slump and expansion

    图  10  配比寻优

    Fig. 10  Optimization chart

    图  11  不同龄期充填体试件断面微观形貌

    Fig. 11  Section micro morphology of filling specimen at different ages

    表  1  预实验结果

    Table  1  Prepare test results

    实验水平分组7 d强度/MPa14 d强度/MPa坍落度/mm扩展度/mm
    1.222.01139351
    0.831.39135322
    0.750.94121308
    下载: 导出CSV

    表  2  实验方案

    Table  2  Experimental scheme

    组序号A/%BC/%
    152580
    250480
    348380
    450583
    550577
    650480
    748580
    850480
    948483
    1050383
    1150480
    1250377
    1352477
    1452483
    1552380
    1650480
    1748477
    下载: 导出CSV

    表  3  7 d抗压强度推荐模型

    Table  3  Recommended 7 d compressive strength model and analysis of variance

    模型校正R2预测R2备注
    Linear0.0077−0.4844
    2FI−0.2373−2.1286
    Quadratic0.94310.7970建议采用
    Cubic0.9459
    下载: 导出CSV

    表  4  14 d抗压强度推荐模型

    Table  4  Recommended 14 d compressive strength model and analysis of variance

    模型校正R2预测R2备注
    Linear−0.0640−0.5018
    2FI−0.1734−1.4885
    Quadratic0.91810.7409建议采用
    Cubic0.9130
    下载: 导出CSV

    表  5  坍落度推荐模型

    Table  5  Recommended slump model

    模型校正R2预测R2备注
    Linear0.93290.8974建议采用
    2FI0.93500.8391
    Quadratic0.94160.7517
    Cubic0.9555
    下载: 导出CSV

    表  6  扩展度推荐模型

    Table  6  Extension recommendation model

    模型校正R2预测R2备注
    Linear0.94400.9103建议采用
    2FI0.94320.8410
    Quadratic0.92140.5270
    Cubic0.9785
    下载: 导出CSV
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  • 收稿日期:  2022-05-20
  • 修回日期:  2022-11-07
  • 刊出日期:  2022-12-25
  • 网络出版日期:  2022-12-10

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