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特殊鋼鋼渣用作橡膠功能填料及其安全性分析

張浩 李海麗 高青 陳成

張浩, 李海麗, 高青, 陳成. 特殊鋼鋼渣用作橡膠功能填料及其安全性分析[J]. 工程科學學報, 2020, 42(5): 628-634. doi: 10.13374/j.issn2095-9389.2019.07.09.001
引用本文: 張浩, 李海麗, 高青, 陳成. 特殊鋼鋼渣用作橡膠功能填料及其安全性分析[J]. 工程科學學報, 2020, 42(5): 628-634. doi: 10.13374/j.issn2095-9389.2019.07.09.001
ZHANG Hao, LI Hai-li, GAO Qing, CHEN Cheng. Safety analysis of specialty-steel slag used as rubber functional filler[J]. Chinese Journal of Engineering, 2020, 42(5): 628-634. doi: 10.13374/j.issn2095-9389.2019.07.09.001
Citation: ZHANG Hao, LI Hai-li, GAO Qing, CHEN Cheng. Safety analysis of specialty-steel slag used as rubber functional filler[J]. Chinese Journal of Engineering, 2020, 42(5): 628-634. doi: 10.13374/j.issn2095-9389.2019.07.09.001

特殊鋼鋼渣用作橡膠功能填料及其安全性分析

doi: 10.13374/j.issn2095-9389.2019.07.09.001
基金項目: 中國博士后科學基金資助項目(2017M612051);高校優秀青年骨干人才國外訪學研修資助項目(gxgwfx2018021);安徽省博士后研究人員科研活動經費資助項目(2017B168);冶金減排與資源綜合利用教育部重點實驗室(安徽工業大學)資助項目(KF17-08);安徽省級大學生創新創業訓練計劃資助項目(201810360266,S201910360240)
詳細信息
    通訊作者:

    E-mail:fengxu19821018@163.com

  • 中圖分類號: TB332

Safety analysis of specialty-steel slag used as rubber functional filler

More Information
  • 摘要: 以特殊鋼鋼渣、炭黑、促進劑、硫磺、氧化鋅、硬脂酸與復合橡膠制備特殊鋼鋼渣基復合橡膠。測試了內輻射指數、外輻射指數、安定性、拉伸強度、撕裂強度、拉斷伸長率、邵爾A硬度、極限氧指數、燃盡時間、浸出液中重金屬濃度、礦物組成、粒徑分布、導熱系數、孔結構、化學成分、微觀形貌和熱穩定性。研究了特殊鋼鋼渣作為橡膠功能填料的可行性與環境風險。結果表明:特殊鋼鋼渣的礦物組成為Ca2SiO4、Ca3Al6Si2O16、(Fe, Mn)2SiO4、Ca3Al2(SiO43、Na2TiSiO5、CuMn6SiO12、Na2SiO5、Pb3Ta2O8、Pb3SiO7等金屬固熔體,特殊鋼鋼渣具有良好的粒徑分布,其安全性與安定性滿足相關國標的要求。特殊鋼鋼渣基復合橡膠中特殊鋼鋼渣摻量為20%~40%時,特殊鋼鋼渣基復合橡膠的拉伸強度為20.0~21.5 MPa、撕裂強度為45.2~48.6 kN·m?1、拉斷伸長率為475%~501%、邵爾A硬度為63.5~65.3、極限氧指數為18.5~18.6、燃盡時間為264~292 s、導熱系數為0.15~0.17 W·m?1·K?1。特殊鋼鋼渣的主要重金屬氧化物為Cr2O3、PbO和CuO,且以穩定的金屬固熔體存在,特殊鋼鋼渣基復合橡膠中Cu、Zn、Cd、Pb、Cr、Ba、Ni、As等重金屬浸出濃度遠低于危險廢物鑒別標準限值,因此將特殊鋼鋼渣作為橡膠功能填料安全、可行。

     

  • 圖  1  特殊鋼鋼渣的礦物組成

    Figure  1.  Mineral composition of specialty-steel slag

    圖  2  特殊鋼鋼渣的粒度分布

    Figure  2.  Particle size distribution of specialty-steel slag

    圖  3  特殊鋼鋼渣基復合橡膠的掃描電鏡圖。(a) 1#;(b) 2#;(c) 3#;(d) 4#;(e) 5#;(f) 6#

    Figure  3.  SEM images of specialty-steel slag-based rubber composites: (a) 1#; (b) 2#; (c) 3#; (d) 4#; (e) 5#; (f) 6#

    圖  4  特殊鋼鋼渣基復合橡膠的X射線衍射圖。(a) 6#;(b) 3#;(c) 5#

    Figure  4.  XRD plots of specialty-steel slag-based rubber composites: (a) 6#; (b) 3#; (c) 5#

    圖  5  特殊鋼鋼渣基復合橡膠的熱重分析曲線

    Figure  5.  TGA plot of specialty-steel slag-based rubber composites

    表  1  特殊鋼鋼渣的基本性能

    Table  1.   Basic properties of specialty-steel slag

    SafetyStabilityPore structure
    Internal exposure indexExternal exposure indexf-CaO mass fraction/%Boiling expansion/mmSpecific surface area/
    (m2·g?1)
    Pore volume/
    (mL·g?1)
    Average pore size/
    nm
    0.440.530.910.726.1110.043220.81
    下載: 導出CSV

    表  2  特殊鋼鋼渣基復合橡膠的主要性能指標

    Table  2.   Main performance parameters of specialty-steel slag-based rubber composites

    NO.Content of carbon black/gContent of specialty-steel slag/gMechanical propertiesFlame retardant propertiesHeat conductivity
    coefficient/
    (W·m?1·K?1)
    Tensile strength/
    MPa
    Tear strength/
    (kN·m?1)
    Elongation at break/%Shore A hardnessLimiting oxygen index/%Burnout time/
    s
    1#50022.850.745866.718.52410.20
    2#401021.548.647565.318.52640.17
    3#302020.045.250163.518.62920.15
    4#203015.939.553359.418.63050.19
    5#10409.531.355654.218.73160.24
    6#30016.238.952757.718.52260.18
    下載: 導出CSV

    表  3  特殊鋼鋼渣的化學成分(質量分數)

    Table  3.   Chemical composition of specialty-steel slag %

    CaOSiO2Al2O3MgOFe2O3Cr2O3PbOP2O5CuOMnOOther
    52.3523.688.317.561.961.120.830.410.370.323.09
    下載: 導出CSV

    表  4  特殊鋼鋼渣基復合橡膠的重金屬浸出毒性

    Table  4.   Leaching toxicities of heavy metals from specialty-steel slag-based rubber composites

    Heavy metalLimiting value/
    (mg·L?1)
    Test values/(mg·L?1)
    1#2#3#4#5#6#
    Cu10000.0050.0070.0140.0240
    Zn1000.0030.0060.0090.0160.0280.001
    Cd100.0010.0020.0040.0050
    Pb500.0030.0050.0090.0160
    Cr1500.0010.0020.0060.0060
    Ba10000.0230.0350.0840.1130
    Ni500.0040.0090.0170.0310
    As500.0010.0020.0060.0060
    下載: 導出CSV
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  • 收稿日期:  2019-07-09
  • 刊出日期:  2020-05-01

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