首页|极细铁尾矿粉作为矿物掺合料制备高性能混凝土的研究

极细铁尾矿粉作为矿物掺合料制备高性能混凝土的研究

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为研究细铁尾矿粉掺量对高强混凝土材料孔隙结构及力学性能的影响规律,利用核磁共振检测装置及电液伺服压力机测量了细铁尾矿粉掺量为 0%、5%、10%、15%、20%、25%、30%试件细观孔隙结构、孔隙率以及力学性能,分析了细铁尾矿粉掺量对试件孔隙率及抗拉、抗压强度的影响规律.结果表明:① 细铁尾矿粉高强混凝土材料试件T2 图谱曲线均呈三峰形,随着细铁尾矿粉掺量增加,试件孔隙率从掺量 0%时的 2.81%降至掺量为 30%时的2.10%,试件孔隙率不断降低,前期试件孔隙率降幅更加显著;② 试件内部孔隙结构以微孔与中孔占比为主,随着细铁尾矿粉掺量增加,试件微孔占比不断增大,中孔、大孔及裂隙占比均降低,细铁尾矿粉的掺入使混凝土内部结构得到优化;③ 铁尾矿粉掺量为 20%时对试件抗压、抗拉强度提升效果较好,过量掺入反而会使试件力学性能降低.
Study on the Preparation of High Performance Concrete with Extra-fine Iron Tailing Powder as Mineral Admixture
In order to study the effect of fine iron tailing powder content on pore structure and mechanical properties of high-strength concrete materials,the micro-pore structure,porosity and mechanical properties of samples with 0%,5%,10%,15%,20%,25%and 30%fine iron tailing powder content were measured by nuclear magnetic resonance detection device and electro-hydraulic servo press.The effect of fine iron tailing on the porosity,tensile strength and compressive strength of the specimen was analyzed.The results show that:① The T2 spectrum curves of high-strength concrete specimens with fine iron tailing powder all show a three-peak shape.With the increase of fine iron tailing powder content,the porosity of specimens de-creases from 2.81%at 0%to 2.10%at 30%.The porosity of specimens decreases continuously,and the decline of porosity in the early stage is more significant.② The internal pore structure of the specimen is dominated by the proportion of micropores and medium pores.With the increase of fine iron tailing powder,the proportion of micropores increases,while the proportion of medium pores,large pores and cracks decreases.The addition of fine iron tailing powder can optimize the internal structure of the concrete.③ When the iron tailing powder content is 20%,the compressive strength and tensile strength of the specimen are improved,but excessive incorporation will reduce the mechanical properties of the specimen.

fine iron tailing powderhigh strength concretenuclear magnetic resonanceporositycompressive strengthtensile strength

熊小渊、田雨晴、周嘉宾

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河南科技职业大学建筑工程学院,河南 周口 466000

郑州大学水利与土木工程学院,河南 郑州 450000

细铁尾矿粉 高强混凝土 核磁共振 孔隙度 抗压强度 抗拉强度

河南省交通厅科技项目

2021J3

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(3)
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