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轻烧煤矸石混合电子含氟污泥制备混合材及其对水泥性能的影响

徐东阳 何廷树 达永琪

徐东阳, 何廷树, 达永琪. 轻烧煤矸石混合电子含氟污泥制备混合材及其对水泥性能的影响[J]. 矿业科学学报, 2022, 7(5): 544-553. doi: 10.19606/j.cnki.jmst.2022.05.005
引用本文: 徐东阳, 何廷树, 达永琪. 轻烧煤矸石混合电子含氟污泥制备混合材及其对水泥性能的影响[J]. 矿业科学学报, 2022, 7(5): 544-553. doi: 10.19606/j.cnki.jmst.2022.05.005
Xu Dongyang, He Tingshu, Da Yongqi. Preparation of admixture by lightly calcinated electronic fluorine-containing sludge mixed with coal gangue and its effect on cement properties[J]. Journal of Mining Science and Technology, 2022, 7(5): 544-553. doi: 10.19606/j.cnki.jmst.2022.05.005
Citation: Xu Dongyang, He Tingshu, Da Yongqi. Preparation of admixture by lightly calcinated electronic fluorine-containing sludge mixed with coal gangue and its effect on cement properties[J]. Journal of Mining Science and Technology, 2022, 7(5): 544-553. doi: 10.19606/j.cnki.jmst.2022.05.005

轻烧煤矸石混合电子含氟污泥制备混合材及其对水泥性能的影响

doi: 10.19606/j.cnki.jmst.2022.05.005
基金项目: 

国家自然科学基金 52172027

详细信息
    作者简介:

    徐东阳(1996—),男,河南平顶山人,硕士研究生,主要从事固体废弃物资源化利用等方面的研究工作。Tel:18629251751,E-mail:740428082@qq.com

    何廷树(1965—),男,陕西西安人,博士,教授,主要从事固体废弃物资源化利用等方面的研究工作。Tel:13991882502,E-mail:hetingshu@xauat.edu.cn

  • 中图分类号: TQ172.9

Preparation of admixture by lightly calcinated electronic fluorine-containing sludge mixed with coal gangue and its effect on cement properties

  • 摘要: 直接轻烧电子含氟污泥用作水泥混合材存在火山灰活性不高、标准稠度需水量大等问题,本文利用煤矸石作为电子含氟污泥的硅铝质补充来源,将电子含氟污泥和煤矸石混合后轻烧制备水泥混合材,通过强度活性指数、水泥力学强度、水泥标准稠度需水量、凝结时间、粒度分布等指标以及X射线衍射和扫描电镜等试验,探究了轻烧煤矸石混合电子含氟污泥制备水泥混合材对水泥性能的影响。结果表明:与直接轻烧电子含氟污泥制备的水泥混合材相比,煤矸石混合电子含氟污泥后轻烧制备的水泥混合材,可改善水泥的颗粒级配,降低水泥的标准稠度需水量,提高水泥混合材的活性和所配制普通硅酸盐水泥强度,但会使水泥的初凝时间延长、终凝时间缩短。
  • 图  1  掺30 % 不同水泥混合材的水泥胶砂28 d抗压强度及火山灰活性指数(PAI)值

    Figure  1.  Compressive strength of the cement with 30 % addition of different cement admixtures at 28 d and its pozzolanic activity index(PAI)

    图  2  未经轻烧和不同温度轻烧的电子含氟污泥EFS的XRD谱图

    Figure  2.  XRD pattern of electronic fluorine-containing sludge without light calcinating and light calcinating under different temperatures

    图  3  未经轻烧和不同温度轻烧的煤矸石混合污泥MFS的XRD谱图

    Figure  3.  XRD pattern of sludge mixed with coal gangue without light calcinating and light calcinating under different temperatures

    图  4  掺加不同混合材水泥胶砂的力学强度

    Figure  4.  Mechanical strength of the mortar added with different admixtures

    图  5  掺加不同混合材水泥的粒度分布

    Figure  5.  Particle size distribution of the cement added with different admixtures

    图  6  掺加不同混合材水泥净浆3 d水化试样的XRD谱图

    Figure  6.  XRD pattern of hydrated samples of the cement added with different admixtures at 3 d

    图  7  掺加不同混合材水泥净浆3 d水化试样的SEM图

    Figure  7.  SEM photographs of hydrated samples of the cement added with different admixtures at 3 d

    表  1  EFS、CC、CG和GP的化学组成

    Table  1.   Chemical compositions of EFS, CC, CG and GP  %

    Oxide SiO2 Al2O3 CaO Fe2O3 MgO SO3 K2O P2O5 F L. O. I Others
    CC 22.81 5.49 63.79 3.36 1.52 0.30 1.12 0.09 0.02 0.80 0.70
    EFS 8.99 6.52 34.76 3.21 2.43 1.82 0.09 9.64 15.63 15.72 1.19
    CG 50.29 19.75 3.81 3.98 0.74 2.91 1.94 0.08 15.60 0.90
    GP 1.48 0.51 50.12 0.30 0.36 43.67 0.08 0.02 3.46
    下载: 导出CSV

    表  2  掺加不同水泥混合材的水泥配方

    Table  2.   Proportion of cement with different cement admixtures

    水泥种类 轻烧温度/℃ wEFS/% wCG/% wCC/% wGP/%
    对照组 0 0 95 5
    S0-1 105 20 0 75 5
    S0-2 14 6 75 5
    S6-1 600 20 0 75 5
    S6-2 14 6 75 5
    S7-1 700 20 0 75 5
    S7-2 14 6 75 5
    S8-1 800 20 0 75 5
    S8-2 14 6 75 5
    下载: 导出CSV

    表  3  掺加不同混合材水泥的标准稠度需水量

    Table  3.   Water requirement of normal consistency of the cement with different admixtures addition

    水泥种类 轻烧温度/℃ 标准稠度需水量/%
    对照组 28.6
    S0-1 105 46.2
    S0-2 45.4
    S6-1 600 33.9
    S6-2 32.5
    S7-1 700 32.5
    S7-2 31.9
    S8-1 800 32.3
    S8-2 30.5
    下载: 导出CSV

    表  4  掺加不同混合材水泥的凝结时间

    Table  4.   Setting time of the cement with different admixtures addition

    水泥种类 轻烧温度/℃ 凝结时间/min
    初凝 终凝
    对照组 100 190
    S0-1 105 7 10
    S0-2 8 12
    S6-1 600 80 270
    S6-2 100 240
    S7-1 700 75 238
    S7-2 85 215
    S8-1 800 55 208
    S8-2 83 195
    下载: 导出CSV

    表  5  掺加不同混合材水泥的等效粒径

    Table  5.   Equivalent particle size of cement added with different admixtures

    水泥种类 D10/μm D50/μm D90/μm 离散度
    对照组 2.400 13.913 43.355 2.94
    S8-1 1.727 9.868 45.417 4.43
    S8-2 1.965 11.234 44.562 3.79
    下载: 导出CSV
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  • 收稿日期:  2022-03-09
  • 修回日期:  2022-04-26
  • 刊出日期:  2022-10-01

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