• 论文
主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
矸石粉基胶结充填材料析水特性试验研究
  • Title

    Experimental study on water bleeding characteristics of gangue powder-based cemented materials

  • 作者

    周仙丽王家乐李杰

  • Author

    ZHOU Xianli;WANG Jiale;LI Jie

  • 单位

    国能榆林能源有限责任公司湖南科技大学 南方煤矿瓦斯与顶板灾害预防控制安全生产重点实验室中国合格评定国家认可中心

  • Organization
    China Energy Group Yulin Energy Co., Ltd.
    Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines, Hunan University of Science and Technology
    China National Accreditation Service for Conformity Assessment
  • 摘要

    为了探明矸石粉基胶结充填材料的析水特性,运用正交试验设计了以矸石粉、高水材料、水泥、粉煤灰为组合的胶结充填材料,采用极差分析、方差分析等方法,研究了矸石粉基质量浓度(A)、水泥含量(B)、粉煤灰含量(C)、高水材料含量(D)4个因素对胶结材料的析水率的影响情况;得到各因素对矸石粉基胶结充填材料析水特性影响的拟合公式。结果表明:基于极差分析的矸石粉基胶结充填材料的析水率影响程度为DABC,基于方差分析的材料析水率影响程度为DBAC,析水率随着矸石粉浆质量分数的升高呈现下降趋势,随着水泥含量的增加则呈现先减少后增大再减少的趋势,随着粉煤灰质量增加呈现先减少后平稳的趋势,随着高水的增加呈现下降的趋势;高水含量对材料析水率的影响程度最大,矸石粉基质量分数与水泥质量对材料析水率影响相当,粉煤灰含量对材料析水率影响较小。

  • Abstract

    In order to explore the water bleeding characteristics of gangue powder-based cemented filling materials, the influence of four factors: gangue powder-based mass concentration (A), cement content (B), fly ash content (C) and high water material content (D) on the water bleeding rate of cemented materials was studied by using range analysis and analysis of variance; the fitting formula of the influence of various factors on the water bleeding characteristics of gangue powder-based cementation filling materials was obtained. The results showed that the degree of influence on the water bleeding rate of gangue powder-based cemented filling materials based on range analysis was D>A>B>C, and showed that the influence on the water bleeding rate of materials based on variance analysis was D>B>A>C, and the water bleeding rate showed a downward with the increase of the mass concentration of gangue slurry, with the increase of cement content, it showed a trend of first decreasing and then increasing and then decreasing; with the increase of fly ash quality, it showed a trend of first decreasing and then stable; with the increase of high water, it showed a downward trend. High water content had the greatest influence on the water bleeding rate of materials, the mass concentration of gangue powder and cement quality had comparable effects on the water bleeding rate of materials, and fly ash content had little effect on the water bleeding rate of materials.

  • 关键词

    矸石粉基胶结充填材料析水特性显著性分析正交试验

  • KeyWords

    gangue powder base;cemented filling materials;water bleeding characteristics;significance analysis;orthogonal test

  • DOI
  • 引用格式
    周仙丽,王家乐,李杰. 矸石粉基胶结充填材料析水特性试验研究[J]. 煤矿安全,2024,55(4):164−168.
  • Citation
    ZHOU Xianli, WANG Jiale, LI Jie. Experimental study on water bleeding characteristics of gangue powder-based cemented materials[J]. Safety in Coal Mines, 2024, 55(4): 164−168.
  • 图表

    Table1

    因素水平表
    因素 A/% B/g C/g D/g
    水平1 30 4 4 2
    水平2 34 5 8 4
    水平3 38 6 12 6
    水平4 42 7 16 8
      注:A为矸石粉基质量分数;B为水泥质量;C为粉煤灰质量;D为高水质量。

    Table2

    各试件析水结果统计
    水平 A/% B/g C/g D/g 析水率/%
    13044226
    258414
    361268
    471687
    5344864
    65480
    7616217
    871249
    93841280
    1051660
    116448
    1278215
    134241643
    14512210
    156880
    167461

    Table3

    析水结果极差分析
    因素 析水率/%
    A B C D
    k1 0.137 5 0.082 5 0.087 5 0.170 0
    k2 0.075 0 0.060 0 0.082 5 0.085 0
    k3 0.057 5 0.082 5 0.067 5 0.032 5
    k4 0.035 0 0.080 0 0.067 5 0.017 5
    R 0.102 5 0.022 5 0.020 0 0.152 5

    Table4

    析水结果方差分析
    因素 偏差平方和 自由度 方差 F Fα(3,6)
    A 161.187 3 53.729 2 2.735 F0.01=9.78
    F0.05=4.757
    F0.1=3.289
    F0.25=1.784
    *
    B 183.687 3 61.2292 3.117 *
    C 53.187 3 17.729 2 1.133
    D 1322.688 3 440.895 8 22.442 ***
    误差 64.687 3 21.562 5
    修正误差 117.875 6 19.645 8

    Table5

    拟合关系式
    因素 拟合关系式 拟合度R2
    A \( Y_1=-0.013\; 02P_{\rm{\mathit{A}}}^3+\text{1}\text{.468 75}P_{\rm{\mathit{A}}}^2-\text{ 55}\text{.510 42}P_{\rm{\mathit{A}}}+\text{708}\text{.75} \) 1.00
    B \( Y_2=-1.17P_{\rm{\mathit{B}}}^3+\text{19}.75P_{\rm{\mathit{B}}}^2-108.83P_{\rm{\mathit{B}}}+202.25 \) 1.00
    C \( Y_3=0.006\; 5P_{\rm{\mathit{C}}}^3-0.187\; 5P_{\rm{\mathit{C}}}^2+1.395\; 8P_{\rm{\mathit{C}}}+5.75 \) 1.00
    D \( Y_4=\text{0}.44P_{\rm{\mathit{D}}}^2-6.93P_{\rm{\mathit{D}}}+29.13 \) 0.99
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