首页|铁尾矿基多固废混凝土抗压性能及微观结构分析

铁尾矿基多固废混凝土抗压性能及微观结构分析

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针对铁尾矿堆存困难、综合利用率低和活性低的问题,以铁尾矿-钢渣-脱硫灰为复合掺合料制备多固废混凝土.通过抗压性能测试,研究复合掺合料掺量、铁尾矿细度对混凝土抗压强度的影响,并利用压汞法(MIP)和背散射电子成像技术(BSE)探究混凝土的微观结构.结果表明:复合掺合料的掺入对混凝土早期抗压强度影响较大,掺量小于20%的混凝土28d抗压强度与无掺合料组抗压强度基本持平,30%掺量的混凝土抗压强度随铁尾矿比表面积的增大而先增大后减小;掺入复合掺合料和减小铁尾矿细度能够改善混凝土孔结构和提高界面过渡区的密实度.
Compressive performance and microstructure analysis of iron tailings based multi-solid waste concrete
Aiming at the difficulties of stockpiling,low comprehensive utilization rate and low activity,a kind of multi-solid waste concrete with iron tailings,steel slag and desulfurized ash as composite admixture was prepared.The effects of the content of composite admixtures and the fineness of iron tailings on the compressive strength of concrete were studied by testing the compressive properties,and the microstructure of concrete was investigated by mercury injection method(MIP)and backscattering electron imaging technology(BSE).The results show that the composite admixture significantly influences the early compressive strength of concrete.The 28 d compressive strength of concrete with less than 20%admixture is the same as that of the test group without admixture.The compressive strength of concrete with 30%admixture increases first and then decreases with the increase of the specific surface area of iron tailings.Adding composite admixtures and reducing the fineness of iron tailings can improve the pore structure of concrete and the compactness of the interfacial transition zone.

multi-solid waste concreteiron tailingscomposite admixturecompressive strengthpore structureinterfacial transition zonesteel slagdesulfurization ash

张延年、林吉森、陈昊、刘剑平、程祥、余靖玟

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沈阳建筑大学 土木工程学院,辽宁 沈阳 110168

沈阳工业大学 建筑与土木工程学院,辽宁 沈阳 110870

多固废混凝土 铁尾矿 复合掺合料 抗压强度 孔结构 界面过渡区 钢渣 脱硫灰

国家自然科学基金辽宁省科技重大专项

522340042020JH1/10300005

2024

沈阳工业大学学报
沈阳工业大学

沈阳工业大学学报

CSTPCD北大核心
影响因子:0.62
ISSN:1000-1646
年,卷(期):2024.46(2)
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