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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2022, Vol. 41 ›› Issue (6): 2098-2107.

Special Issue: 资源综合利用

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Effects of Lithium Slag and Steel Slag on Mechanical Properties and Microstructure of Cement Paste

LI Maosen1, JIANG Jinping1, LIU Huai1, DUAN Ping1, JING Wu2, GE Wen1, WANG Zesheng3   

  1. 1. Faculty of Materials Science and Chemistry, China University of Geosciences (Wuhan), Wuhan 430074, China;
    2. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China;
    3. Kunming Shunhong New Material Co., Ltd., Kunming 650217, China
  • Received:2022-01-27 Revised:2022-04-06 Online:2022-06-15 Published:2022-07-01

Abstract: Lithium slag (LS) powder and steel slag (SS) powder were used to partly replace the P·O 42.5 cement (PC) to prepare composite cement pastes. SEM, XRD and FT-IR were used to analyze the effects and mechanism of the two slags on samples. The results show that the replacement of part of cement with LS reduces the fluidity of paste, while the replacement of part of cement with SS is beneficial to improve the fluidity. LS promotes coagulation, while SS slows coagulation in paste. The fluidity and setting time of pastes are controlled by the combined effects of LS and SS. LS has more obvious advantages than SS in improving the mechanical properties of paste. When the water-binder ratio is 0.4, the compressive strength at 28 d of the sample mixed with 20% (mass fraction) LS reaches more than 62.3 MPa, which is about 23% higher than that of control sample. SEM results show that the microstructure of paste with 20% LS is denser than that of control sample at 28 d. XRD results show that the hydration products of the composite pastes are mainly C-S-H gel and calcium hydroxide. FT-IR results show that the peak position of Si—O bond has a red shift, and the H—O—H bond has a blue shift.

Key words: lithium slag powder, steel slag powder, fluidity, compressive strength, hydration, microstructure

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