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    新型復合粘結劑提高生球質量的作用機理及構效關系

    雷杰 汪名赫 周江虹 孫社生 龍紅明

    雷杰, 汪名赫, 周江虹, 孫社生, 龍紅明. 新型復合粘結劑提高生球質量的作用機理及構效關系[J]. 工程科學學報, 2023, 45(1): 91-97. doi: 10.13374/j.issn2095-9389.2021.06.30.003
    引用本文: 雷杰, 汪名赫, 周江虹, 孫社生, 龍紅明. 新型復合粘結劑提高生球質量的作用機理及構效關系[J]. 工程科學學報, 2023, 45(1): 91-97. doi: 10.13374/j.issn2095-9389.2021.06.30.003
    LEI Jie, WANG Ming-he, ZHOU Jiang-hong, SUN She-sheng, LONG Hong-ming. Mechanism and structure-activity relationship of a new composite binder to improve the quality of green pellets[J]. Chinese Journal of Engineering, 2023, 45(1): 91-97. doi: 10.13374/j.issn2095-9389.2021.06.30.003
    Citation: LEI Jie, WANG Ming-he, ZHOU Jiang-hong, SUN She-sheng, LONG Hong-ming. Mechanism and structure-activity relationship of a new composite binder to improve the quality of green pellets[J]. Chinese Journal of Engineering, 2023, 45(1): 91-97. doi: 10.13374/j.issn2095-9389.2021.06.30.003

    新型復合粘結劑提高生球質量的作用機理及構效關系

    doi: 10.13374/j.issn2095-9389.2021.06.30.003
    基金項目: 安徽省杰出青年資助項目(2208085J19)
    詳細信息
      通訊作者:

      E-mail: yaflhm@126.com

    • 中圖分類號: TF521.6

    Mechanism and structure-activity relationship of a new composite binder to improve the quality of green pellets

    More Information
    • 摘要: 降低膨潤土用量是提高球團品位、實現節能減排的有效途徑之一。基于新型高效復合粘結劑,通過生球制備、線性擬合分析、生球力學特征分析等手段研究了復合粘結劑對生球質量的影響規律及與重要指標的構效關系,闡明了復合粘結劑提高生球質量的作用機理。結果表明:配比(質量分數)為1.2%膨潤土+0.028%有機粘結劑的復合粘結劑球團,落下強度(0.5 m高度落下次數)達到6.2、平均抗壓強度達到14.5 N、爆裂溫度達到542 ℃,與2.0%膨潤土球團相比,生球質量相近,但膨潤土消耗減少40%;基于構效關系分析,有機粘結劑對生球落下強度、爆裂溫度作用顯著,膨潤土對干球強度影響更大;有機粘結劑通過增強顆粒的親水性、毛細力和黏性力強化了生球落下強度,干燥時在表層形成少量孔隙,有利于球團內水分的排出,提高了生球爆裂溫度,干燥后以固態連接橋的形式強化干球強度,但是孔隙的位點和尺寸可能會降低干球強度,因此,對干球強度起決定性作用的是膨潤土,有機粘結劑對干球強度的影響呈現多面性。

       

    • 圖  1  膨潤土用量對生球質量的影響

      Figure  1.  Influence of bentonite dosage on the quality of green pellets

      圖  2  落下過程示意圖

      Figure  2.  Schematic diagram of falling process

      圖  3  顆粒間毛細水液橋示意圖

      Figure  3.  Schematic diagram of liquid bridge

      圖  4  有機粘結劑P比例對復合粘結劑黏度的影響

      Figure  4.  Influence of organic binder P ratio on the viscosity of composite additive

      圖  5  有機粘結劑P紅外光譜

      Figure  5.  FTIR of organic binder P

      圖  6  復合粘結劑紅外光譜

      Figure  6.  FTIR of composite additive

      圖  7  有機粘結劑P的熱重分析和差熱分析

      Figure  7.  Thermogravimetric analysis and differential thermal analysis of organic binder P

      表  1  鐵精礦的主要化學成分及靜態成球指數

      Table  1.   Main chemical compositions and static pelletization index of iron-containing raw materials

      Iron oreChemical composition(mass fraction)/%LOIMass fraction of iron ore with ?74 μm/%Mass fraction of iron ore with ?45 μm/%Specific surface area/(cm2·g?1Static pelletization
      TFeFeOSiO2Al2O3CaOMgOSP
      A65.1524.894.951.660.400.540.0770.012?0.7494.078.81408Medium
      B65.4625.833.760.631.021.620.2000.100?1.9199.594.81466Excellent
      Z65.7526.506.570.840.300.480.0540.014?0.4793.680.31568Good
      Note: LOI is burning loss.
      下載: 導出CSV

      表  2  膨潤土的物化性能

      Table  2.   Physical and chemical properties of bentonite

      Methylene blue adsorbed/
      (per 100 g)/g
      Water absorption
      (2 h)/ %
      Swelling coefficient/
      (mL·g?1)
      Colloid index
      (per 15 g)/mL
      21.6949625580
      下載: 導出CSV

      表  3  有機粘結劑P灰分化學成分(質量分數)

      Table  3.   Chemical composition of the organic binder P ash %

      Na2OSOxCaOSiO2ClMgOAl2O3K2O
      88.410.060.3820.3660.2770.2140.1680.024
      下載: 導出CSV

      表  4  復合粘結劑用量對生球質量的影響

      Table  4.   Influence of compound binder dosage on the quality of green pellets

      Mass fraction of bentonite/%Mass fraction
      of P / %
      Drop numberAverage crushing strength
      of green pellet / N
      Shock temperature/ ℃Average crushing strength
      of dry pellet / N
      Moisture content of
      green pellet/ %
      1.10.0203.911.053582.38.4
      0.0304.711.355081.88.4
      0.0405.111.956090.78.8
      0.0505.811.654089.58.6
      1.20.0204.814.653559.08.1
      0.0245.813.853057.18.5
      0.0286.214.554266.08.3
      0.0326.613.955473.98.6
      1.30.0164.113.354065.28.7
      0.0205.912.254672.38.6
      0.0246.411.754963.38.7
      0.0287.013.655573.18.5
      1.40.0084.112.152088.48.6
      0.0125.211.2535107.38.8
      0.0166.912.852898.38.7
      0.0207.813.8530108.19.0
      下載: 導出CSV

      表  5  回歸方程顯著性和擬合度

      Table  5.   Significance and fitness of regression equation

      FactorSignificance of variance PSignificant correlationR2
      Drop number0.0004Very significant0.882
      Green crushing strength0.551Not relevant0.433
      Shock temperature0.006Significant0.713
      Dry crushing strength0.008Significant0.588
      下載: 導出CSV

      表  6  有機粘結劑P和膨潤土標準化回歸系數

      Table  6.   Standardized regression coefficient of organic binder P and bentonite

      FactorPBentonite
      Drop number0.9050.734
      Shock temperature0.8510.206
      Dry crushing strength0.1900.843
      下載: 導出CSV

      表  7  膨潤土和有機粘結劑P的黏度

      Table  7.   Viscosity of bentonite and organic binder P

      BinderViscosity / (mPa·s)
      Bentonite3
      P90–120
      下載: 導出CSV
      中文字幕在线观看
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