Experimental study on copper slag activity excitation and hydration mechanism analysis

被引:0
|
作者
Wu A. [1 ,2 ]
Jiang G. [1 ,2 ]
Lan W. [1 ,2 ]
Liu J. [1 ,2 ]
Xue Y. [1 ,2 ]
机构
[1] Key Laboratory of High-Efficient Mining and Safety of Metal Mines, Ministry of Education, University of Science and Technology Beijing, Beijing
[2] School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing
来源
Wu, Aixiang (wuaixiang@126.com) | 1600年 / Central South University of Technology卷 / 48期
基金
中国国家自然科学基金;
关键词
Alkali activation; Copper slag; Filling gelling agent; Hydration mechanism; Mechanical activation;
D O I
10.11817/j.issn.1672-7207.2017.09.031
中图分类号
学科分类号
摘要
In order to realize the recycling of copper slag, copper slag cementitious material was prepared by the way of mechanical activation and alkali activation, and the hydration mechanism of copper slag was analyzed by XRD, SEM, EDS and slag vitreous phase structure model. The results show that when the specific surface area of slag is 520 m2/kg, 7 d strength and 28 d strength of copper slag paste specimen reach 2.4 MPa and 3.3 MPa, respectively. When cement sand ratio is 1:1, 7 d and 28 d strength of copper slag tailings filling reach 0.7 MPa and 1.0 MPa, respectively, meeting the requirements of local mine filling. In the early stage of hydration, the calcium-rich phase and high calcium lime generates calcium hydroxide, which further forms C-S-H gel and other hydration products with silicon-rich phase. As the hydration reaction continues, the internal pores of sample are filled with hydration products and gradually shrink into hole type, and the structure becomes denser. © 2017, Central South University Press. All right reserved.
引用
收藏
页码:2498 / 2505
页数:7
相关论文
共 24 条
  • [1] Li K., Feng L., Gao S., Preparation of cementitious materials for backfilling by using nickel slag, Journal of University Science and Technology Beijing, 37, 1, pp. 1-6, (2015)
  • [2] Yu L., A study on the preparation and properties of alkali-aetivated slag cementitious material, pp. 12-25, (2010)
  • [3] Al-Jabri K., Taha R., Al-Harthy A., Et al., Use of cement by-pass dust in flowable fill mixtures, Cement Concrete & Aggregates, 24, 2, pp. 53-57, (2002)
  • [4] Zhang Y., Yang M., Kang L., Et al., Research progresses of new type alkali-activated cementitious material catalyst, Journal of Inorganic Materials, 31, 3, pp. 225-233, (2016)
  • [5] Li M., Yang Z., Wang Y., Et al., Experiment study of compressive strength and mechanical property of filling body for fly ash composite cementitious materials, Journal of China University of Mining & Technology, 44, 4, pp. 650-655, (2015)
  • [6] Wang Q., Li M., Shi M., Hydration properties of cement-steel slag-ground granulated blast furnace slag complex binder, Journal of the Chinese Ceramic Society, 42, 5, pp. 629-634, (2014)
  • [7] Wang Y., Yang Z., Li M., Et al., Preparation of new backfill cementitious materials with unclassified tailings-rod milling sands, Chinese Journal of Materials Research, 29, 4, pp. 291-298, (2015)
  • [8] Yan G., Xu L., Zhao J., Test study on a new filling cementing material for iron tailings using sintering desulfurization ash, Mining Research and Development, 35, 12, pp. 22-26, (2015)
  • [9] Sun X., Wu T., Experimental research of alkali-activated slag cementitious material, Bulletin of the Chinese Ceramic Society, 33, 11, pp. 3036-3040, (2014)
  • [10] Gao S., Ni W., Zhu L., Et al., Effect of gypsum on strength performance of cemented backfilling materials of red mud-slag system, Journal of Central South University (Science and Technology), 44, 6, pp. 2259-2266, (2013)