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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2023, Vol. 42 ›› Issue (2): 478-486.

Special Issue: 水泥混凝土

• Cement and Concrete • Previous Articles     Next Articles

Influence on Performances of Machine-Made Sand Concrete Fabricated by Vacuum Water-Removal and Compression Technique

ZHOU Peng1, WANG Youqi1, ZHAO Shuanglin1, LIU Puqian1, CUI Lizhen1, MENG Yong1, XU Jing2, ZHAN Peimin2   

  1. 1. The 5th Engineering Co., Ltd., China Railway 25th Bureau Group Co., Ltd., Qingdao 266101, China;
    2. School of Materials Science and Engineering, Tongji University, Shanghai 201804, China
  • Received:2022-09-12 Revised:2022-11-09 Online:2023-02-15 Published:2023-03-07

Abstract: In order to adapt to the current trend of building industrialization and solid waste recycling, a new technology of vacuum water-removal and compression was proposed in the engineering field to achieve a highly efficient pre-fabrication of machine-made sand concrete. In this study, the effect of the time of vacuum water-removal and compression treatment on the performances of machine-made sand concrete with varied initial water-to-cement ratio (W/C) was investigated. Results show that vacuum water-removal and compression can significantly improve the strength of machine-made sand concrete as compared to natural sand concrete, primarily due to the locking effect of the machine-made sand under the condition of high compaction by the treatment. The initial W/C of machine-made sand concrete decreases from 0.58 to 0.32 and the compressive strength increases by 44.6% after being treated with -0.07 MPa vacuum pressure and 15 MPa compression for 100 s. However, the improvement of performances weakens with prolonged treatment time, especially for concrete with lower W/C. Mercury intrusion porosimetry (MIP) results reveal that the porosity of concrete decreases significantly after vacuum water-removal and compression treatment. In particular, the proportion of capillary pores with pore size larger than 50 nm decreases by more than 70%. Thus, the pore size distribution is improved. The hydration degree also increases to more than 0.6. Scanning electron microscopy (SEM) and X-ray diffraction (XRD) show that the hardened paste in concrete is densified, the amounts of aligned needle-shaped ettringite and plate-shaped Ca(OH)2 are reduced, and the bonding property of interfacial transition zone (ITZ) is improved by vacuum water-removal and compression. The machine-made sand concrete fabricated by vacuum water-removal and compression is in line with the developing trend of green, energy saving and environmental protection for the production of modern pre-cast concrete members.

Key words: machine-made sand concrete, precast member, vacuum water-removal, compression, pore structure, microstructure

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