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磁铁矿骨料混凝土的微波除冰特性及耐久性

王志航 白二雷 严平 黄河 刘俊良 王谕贤

王志航, 白二雷, 严平, 等. 磁铁矿骨料混凝土的微波除冰特性及耐久性[J]. 复合材料学报, 2023, 40(7): 4092-4103
引用本文: 王志航, 白二雷, 严平, 等. 磁铁矿骨料混凝土的微波除冰特性及耐久性[J]. 复合材料学报, 2023, 40(7): 4092-4103
WANG Zhihang, BAI Erlei, YAN Ping, HUANG He, LIU Junliang, WANG Yuxian. Microwave deicing characteristics and durability of magnetite aggregate concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(7): 4092-4103.
Citation: WANG Zhihang, BAI Erlei, YAN Ping, HUANG He, LIU Junliang, WANG Yuxian. Microwave deicing characteristics and durability of magnetite aggregate concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(7): 4092-4103.

磁铁矿骨料混凝土的微波除冰特性及耐久性

基金项目: 国家自然科学基金(51908548);国家人民防空办公室立项课题(RF20 SC01 J-S0);陕西省高校科协青年人才托举计划项目(20200415)
详细信息
    通讯作者:

    白二雷,博士,副教授,研究方向为防护工程 E-mail:bwxkgy@163.com

  • 中图分类号: TU528

Microwave deicing characteristics and durability of magnetite aggregate concrete

Funds: National Natural Science Foundation of China (51908548), National Civil Air Defense Office Project of China (RF20 SC01 J-S0), and Shaanxi University Association for Science and Technology Young Talent Support Program Project (20200415)
  • 摘要: 为了提高水泥混凝土微波除冰效率的同时不降低其使用寿命,以磁铁矿碎石为微波吸收骨料,制备了6种不同磁铁矿骨料掺量的混凝土,研究了磁铁矿骨料对混凝土微波除冰效率及耐久性的影响。结果表明:磁铁矿骨料通过提高混凝土对微波的介电损耗和磁损耗进而增强其微波除冰特性。随着磁铁矿骨料掺量的增大,混凝土的复介电常数和复磁导率不断增大,介电损耗和磁损耗不断增强,混凝土试件表面达到0 ℃所需时间不断减小,温升速率不断增大,除冰效果逐渐增强。磁铁矿骨料通过提高混凝土的密实度进而增强其耐磨性和抗压强度,通过提高混凝土抵抗裂缝开展的能力进而增强其抗冻性。随着磁铁矿骨料掺量的增大,混凝土的磨耗质量和单位面积磨损量不断减小,冻融循环后混凝土的质量损失率和抗压强度损失率不断减小,相对动弹性模量不断增大。磁铁矿骨料混凝土兼具良好的微波除冰特性及耐久性。

     

  • 图  1  磁铁矿碎石

    Figure  1.  Magnetite gravel

    图  2  磁铁矿骨料混凝土试件

    Figure  2.  Magnetite aggregate concrete specimens

    图  3  开放式微波发射装置

    Figure  3.  Open microwave transmitter

    图  4  不同微波源高度下20%MA/C试件表面的时间-温度曲线

    Figure  4.  Time-temperature curves of 20%MA/C specimen surface at different microwave source heights

    图  5  不同微波源高度下20%MA/C试件表面的温升速率

    Figure  5.  Surface temperature rise rates of 20%MA/C specimen at different microwave source heights

    图  6  不同冰层厚度下0%MA/C试件表面达到0℃所需时间和温升速率

    Figure  6.  Time for the surface of 0%MA/C specimen to reach 0℃ and surface temperature rise rate under different ice thickness

    图  7  不同初始温度下0%MA/C试件表面达到0℃所需时间和温升速率

    Figure  7.  Time for the surface of 0%MA/C specimen to reach 0℃ and surface temperature rise rate at different initial temperatures

    图  8  电磁参数测试系统

    Figure  8.  Electromagnetic parameter test system

    图  9  混凝土耐磨试验机

    Figure  9.  Concrete abrasion testing machine

    图  10  全自动冻融循环试验箱

    Figure  10.  Automatic freeze-thaw cycle test chamber

    图  11  动弹性模量测定仪

    Figure  11.  Dynamic elastic modulus tester

    图  12  磁铁矿骨料混凝土试件表面达到0℃所需时间和温升速率

    Figure  12.  Time required for the surface of magnetite aggregate concrete specimen to reach 0℃ and surface temperature rise rate

    图  13  0%MA/C试件的除冰效果

    Figure  13.  Deicing effect of 0%MA/C specimen

    图  14  20%MA/C试件的除冰效果

    Figure  14.  Deicing effect of 20%MA/C specimen

    图  15  60%MA/C试件的除冰效果

    Figure  15.  Deicing effect of 60%MA/C specimen

    图  16  100%MA/C试件的除冰效果

    Figure  16.  Deicing effect of 100%MA/C specimen

    图  17  磁铁矿骨料混凝土的复介电常数

    Figure  17.  Complex dielectric constant of magnetite aggregate concrete

    图  18  磁铁矿骨料混凝土的复磁导率

    Figure  18.  Complex magnetic permeability of magnetite aggregate concrete

    图  19  磁铁矿骨料混凝土的介电损耗和磁损耗

    Figure  19.  Dielectric loss and magnetic loss of magnetite aggregate concrete

    图  20  磁铁矿骨料混凝土的磨耗质量

    Figure  20.  Abrasion mass of magnetite aggregate concrete

    图  21  磁铁矿骨料混凝土的单位面积磨损量

    Figure  21.  Abrasion loss per unit area of magnetite aggregate concrete

    图  22  磁铁矿骨料混凝土的相对动弹性模量

    Figure  22.  Relative dynamic elastic modulus of magnetite aggregate concrete

    图  24  磁铁矿骨料混凝土的抗压强度和抗压强度损失率

    Figure  24.  Compressive strength and loss rate of compressive strength of magnetite aggregate concrete

    图  23  磁铁矿骨料混凝土的质量损失率

    Figure  23.  Mass loss rate of magnetite aggregate concrete

    图  25  冻融循环前磁铁矿骨料混凝土的微观形貌

    Figure  25.  Microstructure of magnetite aggregate concrete before freeze-thaw cycles

    图  26  冻融循环后磁铁矿骨料混凝土的微观形貌

    Figure  26.  Microstructure of magnetite aggregate concrete after freeze-thaw cycles

    表  1  1 m3磁铁矿骨料混凝土的配合比

    Table  1.   Mix ratio of 1 m3 concrete with magnetite aggregate kg

    Specimen numberCementWaterLimestone gravelMagnetite gravelSandWater reducer
    0%MA/C 320 134 1445 0 566 3.2
    20%MA/C 1156 356
    40%MA/C 867 712
    60%MA/C 578 1068
    80%MA/C 289 1424
    100%MA/C 0 1780
    Notes: Numbers in specimen number—Volume content of MA; MA—Magnetite aggregate, C—concrete.
    下载: 导出CSV
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  • 收稿日期:  2022-07-18
  • 修回日期:  2022-08-26
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