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过程工程学报 ›› 2019, Vol. 19 ›› Issue (2): 427-433.DOI: 10.12034/j.issn.1009-606X.218241

• 材料工程 • 上一篇    下一篇

铜渣基草酸盐水泥的制备及其性能

王 昊, 罗中秋, 周新涛*, 李娜秋, 张建辉, 和 森   

  1. 昆明理工大学化学工程学院,云南 昆明 650500
  • 收稿日期:2018-07-10 修回日期:2018-09-14 出版日期:2019-04-22 发布日期:2019-04-18
  • 通讯作者: 周新涛 zxt5188@126.com
  • 基金资助:
    国家自然科学基金;云铜校企预研基金资助项目;昆明理工大学引进人才科研启动基金资助项目;昆明理工大学分析测试基金;云南科技厅青年基金;云南教育厅资助性项目

Preparation and properties of copper slag-based oxalate cement

Hao WANG, Zhongqiu LUO, Xintao ZHOU*, Naqiu LI, Jianhui ZHANG, Sen HE   

  1. Faculty of Chemical Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650500, China
  • Received:2018-07-10 Revised:2018-09-14 Online:2019-04-22 Published:2019-04-18

摘要: 以铜渣和草酸为原料,按一定比例混合,通过酸碱反应制备铜渣基草酸盐水泥,考察了铜渣与草酸质量比(CS/OA)、水灰质量比(W/C)、缓凝剂种类及掺量对所制水泥力学性能和凝结时间的影响,用扫描电镜和X射线粉末衍射仪分析了水泥的微观形貌和物相组成。结果表明,随质量比CS/OA和W/C增加,水泥的抗压强度呈先增大后减小的趋势,凝结时间随CS/OA增大而减小,随W/C增大而增大。硼砂和三聚磷酸钠对水泥的抗压强度影响较大,随其掺量增加,水泥的力学性能降低,适量的硼酸可提高水泥的抗压强度,且具有较好的缓凝效果,可将硼酸作为较佳缓凝剂。当质量比CS/OA=4和W/C=0.16~0.17、硼酸掺量为2.5wt%时,材料性能最优,养护28 d抗压强度可达38.5 MPa,凝结时间为24 min。水泥主要水化产物是结构密实、结晶良好的柱形FeC2O4?2H2O,添加硼砂和三聚磷酸钠会使水泥出现孔隙,而硼酸会促进水化反应使水化产物结晶更优,且不会破坏水泥的密实度。

关键词: 铜渣, 草酸, 缓凝剂, 抗压强度, 凝结时间, 水泥

Abstract: Mixing according to a certain ratio, the copper slag and the oxalic acid were used as raw materials to prepare the copper slag-based oxalate cement by an acid-base reaction. The influence of the mass ratios of copper slag to oxalic acid (CS/OA) and water to cement (W/C), the retarder type and its content on the mechanical properties and setting time of copper slag-based oxalate cement ware discussed. The morphology and phase composition of the copper slag based oxalate cement were analyzed by SEM and XRD. The results showed that with the increase of mass ratios of CS/OA and W/C, the compressive strength increased first and then decreased, and the setting time decreased with the increasing of CS/OA and increased with the increasing of W/C. The borax and the sodium tripolyphosphate had a very negative influence on the compressive strength of the material, which lead to a significant decrease in the mechanical properties of the material as the amounts of the borax and the sodium tripolyphosphate increased. The proper amount of the boric acid can improve the compressive strength of the material and had a good retarding effect, therefore, the boric acid was preferred as a retarder. The material properties were optimum when CS/OA was 4, the W/C was 0.16?0.17, and the boric acid content was 2.5wt%. Its compressive strength reached 38.5 MPa after curing 28 d and the setting time was 24 min. The main hydration product of the copper slag based oxalate cement was a column type FeC2O4?2H2O, which has a dense structure and good crystallization. The addition of the borax and the sodium tripolyphosphate could cause stomata and gap in the copper slag based oxalate cement structure, while the boric acid could promote the hydration reaction to optimize crystallization of the hydrated product without compromising the compactness of the material structure.

Key words: copper slag, oxalic acid, retarder, compressive strength, setting time, cement