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金属矿山 ›› 2019, Vol. 48 ›› Issue (08): 192-197.

• 综合利用 • 上一篇    下一篇

钒钛矿渣制备全固废胶凝材料的初步研究

杜惠惠1,2,3,倪文1,2,3,高广军1,2,3,徐东1,2,3,张思奇1,2,3   

  1. 1. 北京科技大学土木与资源工程学院,北京 100083;2. 工业典型污染物资源化处理北京重点实验室,北京 100083;3. 金属矿山高效开采与安全教育部重点实验室,北京 100083
  • 出版日期:2019-08-15 发布日期:2019-10-10
  • 基金资助:

    基金项目:国家重点研发计划重点专项(编号:2017YFC0210301)。

Study on Preparation of Non-Clinker Cementitious Materials from Vanadium-titanium Slag

Du Huihui1,2,3,Ni Wen1,2,3,Gao Guangjun1,2,3,Xu Dong1,2,3,Zhang Siqi1,2,3   

  1. 1. School of Civil and Engineering, University of Science and Technology Beijing, Beijing 100083,China;2. Beijing Key Laboratory of Resource-oriented Treatment of Industrial Pollutants, Beijing 100083,China;3. Key Laboratory the Ministry of Education of China for High-Efficient Mining and Safety of Metal Mines, Beijing 100083,China
  • Online:2019-08-15 Published:2019-10-10

摘要: 为大宗利用钒钛冶金渣,减少废弃物堆存及资源浪费。现利用承德钒钛矿渣、钢渣和脱硫石膏制备全固废胶凝材料,研究不同钒钛矿渣掺量、不同养护温度对胶砂试块抗压强度的影响,阐述钒钛矿渣—钢渣基胶凝材料的水化机理。结果表明:当水胶比为0.38,钒钛矿渣、钢渣、脱硫石膏分别占胶凝材料的58%、30%、12%时,制备的胶砂试块抗压强度最高。养护温度对胶砂试块早期抗压强度有明显影响,养护温度30 ℃时胶砂试块3 d抗压强度为养护温度45 ℃时3 d抗压强度的1.85倍。XRD、SEM、IR等分析表明:水化产物主要为钙矾石(AFt)和C—S—H凝胶;随着水化反应的进行,水化产物不断增多,C—S—H凝胶与AFt交错生长,结构致密,从而保证了胶砂试块抗压强度的增长。

关键词: 全固废胶凝材料, 钒钛矿渣, 钙矾石, C&mdash, S&mdash, H凝胶

Abstract: In order to use vanadium-titanium metallurgical slag, reduce waste storage and resources waste. Non-clinker cementitious materials were prepared by Chengde vanadium-titanium slag, steel slag and desulfurization gypsum. The influence of different vanadium-titanium slag content and different curing temperature on compressive strength of mortar sample was investigated. The hydration mechanism of the non-clinker cementitious materials was analyzed. The prepared cemented matrix has the highest compressive strength when the water to binder ratio is 0.38, and vanadium-titanium slag, steel slag, desulfurization gypsum account for 58%、30%、12% of the cementitious materials, respectively. Curing temperature had significant effect on the early strength of mortar test samples, the curing temperature increased from to 45 ℃, the 3 d comprehensive strength of mortar with curing temperature 30 ℃ is 1.85 times of 3 d comprehensive strength of mortar with curing temperature 45 ℃. The analysis of XRD, SEM and IR showed that hydrated products were mainly ettringite (AFt) and C-S-H gel. As the hydration reaction progresses, the number of hydration products increases, and the C-S-H gel grows alternately with AFt, which making the structure dense constantly, thus ensuring the strength of the mortar text sample.

Key words: Non-clinker cementitious materials, Vanadium-titanium slag, Ettringite, C-S-H gel