Skip to main content
Log in

Preparation of high impermeable and crack-resistance chemical admixture and its mechanism

  • Published:
Journal of Wuhan University of Technology-Mater. Sci. Ed. Aims and scope Submit manuscript

Abstract

A kind of high impermeable and crack-resistance chemical admixture (HICRCA) was prepared, which is a compound chemical admixture composed of an expansion ingredient, density ingredient, and organic hydrophobic poreblocking ingredient. The results of the experiments indicate that the addition of HICRCA improves mortar and concrete in the following performances: (1) perfect workability: slump is more than 22cm, the slump after 3h is about 16cm; (2) high impermeability: for the mortor, the pervious height under a water pressure of 1.5 MPa is 1.5cm, for the concrete, the pervious height under a water pressure of 5.0 MPa is 2.2cm; (3) high crack-resistance: there is a micro-expansion at the age of 90d; (4) high compressivestrength: compared with the controlled concrete, the compressive strengths at the age of 3d and 28d are improved by 66.4% and 62. 0%, respectively. At the same time, the effects of different curing condition on mortar and concrete expansive and shrinkage performance were studied. In addition, the impermeable and crack-resistance mechanism was investigated in the present paper.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Wu Zhongweiet al. Expansive Concrete. Beijing: Railway Publishing House of China, 1990

    Google Scholar 

  2. Vivekanadam Ket al. Transition Zone in High Performance Concrete Puring Hydration.Cement and Concrete Research, 1997, 27 (9): 1429–1438

    Article  Google Scholar 

  3. Bentz D Pet al. Experimental and Simulation Studies of the Interfacial Zone in Concrete.Cement and Concrete Research, 1992, 22(5): 891

    Article  CAS  Google Scholar 

  4. Zimbelmann R. A Method for Strenthening the Bond between Cement Stone and Aggregate.Cement and Concrete Research, 1987, 17(4): 651

    Article  CAS  Google Scholar 

  5. Deng Jinbiaoet al. Analysis and Dealing of Cracking in Hydraulic Engineering Concrete Structure. Wuhan: Wuhan University of Hydraulic Engineering and Electricity Publishing House, 1998

    Google Scholar 

  6. Wang Tiemeng.Control of Structural Cracking, Shanghai: Shanghai Science and Technology Press, 1993

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

DING Qing-jun: Born in 1962.

Funded by Natural Science Foundation of Hubei Province (No. 2000J027)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Qing-jun, D., Lin-nu, L., Shu-guang, H. et al. Preparation of high impermeable and crack-resistance chemical admixture and its mechanism. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 17, 70–73 (2002). https://doi.org/10.1007/BF02832627

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02832627

Key words

Navigation