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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2024, Vol. 43 ›› Issue (5): 1812-1821.

Special Issue: 水泥混凝土

• Cement and Concrete • Previous Articles     Next Articles

Properties of Multi-Component Composite Cementitious System of Regenerated Micropowder

PEI Junjun1,2, YUAN Bowen1, GAO Min1, GUO Qilong1,2, LIN Zhenghong1, HEI Yameng1   

  1. 1. College of Civil Engineering, Northwest Minzu University, Lanzhou 730124, China;
    2. Key Laboratory of Green Engineering Materials and Low-Carbon Construction of Gansu Province, Lanzhou 730124, China
  • Received:2023-11-10 Revised:2024-01-09 Online:2024-05-15 Published:2024-06-06

Abstract: Composite cementitious system of regenerated micropowder is beneficial for the application of regenerated micropowder. A binary/ternary cementitious composite system was constructed by using regenerated micropowder-Portland cement-fly ash. The effect of regenerated micropowder content on physical and mechanical properties of mortar test block was studied, and the hydration products and microstructure of mortar test block were investigated by XRD and SEM. The results show that with the increase of regenerated micropowder content, the compressive strength of test block at 3, 7 and 28 d decreases, the water demand increases, the fluidity decreases, and the dry shrinkage decreases first and then increases. The drying shrinkage of composite cementitious system mortar test block mixed with regenerated micropowder and fly ash developes rapidly within 7~14 d. With the increase of regenerated micropowder and fly ash content, formation of C-S-H decreases gradually, and the internal pores and cracks of mortar test block increases significantly. The maximum total substitution rate of regenerated micropowder and fly ash to cement is 40%(mass fraction).

Key words: regenerated micropowder, alkali activation, composite cementitious system, mechanical property, hydration product, drying shrinkage

CLC Number: