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钒钛矿渣制备全固废胶凝材料的初步研究
引用本文:杜惠惠,倪文,高广军,徐东,张思奇.钒钛矿渣制备全固废胶凝材料的初步研究[J].金属矿山,2019,48(8):192-197.
作者姓名:杜惠惠  倪文  高广军  徐东  张思奇
作者单位:北京科技大学土木与资源工程学院,北京100083;工业典型污染物资源化处理北京重点实验室,北京100083;金属矿山高效开采与安全教育部重点实验室,北京100083;北京科技大学土木与资源工程学院,北京100083;工业典型污染物资源化处理北京重点实验室,北京100083;金属矿山高效开采与安全教育部重点实验室,北京100083;北京科技大学土木与资源工程学院,北京100083;工业典型污染物资源化处理北京重点实验室,北京100083;金属矿山高效开采与安全教育部重点实验室,北京100083;北京科技大学土木与资源工程学院,北京100083;工业典型污染物资源化处理北京重点实验室,北京100083;金属矿山高效开采与安全教育部重点实验室,北京100083;北京科技大学土木与资源工程学院,北京100083;工业典型污染物资源化处理北京重点实验室,北京100083;金属矿山高效开采与安全教育部重点实验室,北京100083
基金项目:基金项目:国家重点研发计划重点专项(编号:2017YFC0210301)。
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-S-H凝胶

Study on Preparation of Non-Clinker Cementitious Materials from Vanadium-titanium Slag
DU Hui-Hui,NI Wen,GAO Guang-Jun,XU Dong,ZHANG Si-Qi.Study on Preparation of Non-Clinker Cementitious Materials from Vanadium-titanium Slag[J].Metal Mine,2019,48(8):192-197.
Authors:DU Hui-Hui  NI Wen  GAO Guang-Jun  XU Dong  ZHANG Si-Qi
Affiliation: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
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.
Keywords:Non-clinker cementitious materials  Vanadium-titanium slag  Ettringite  C-S-H gel
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