DOI QR코드

DOI QR Code

Enhanced Durability Performance of Polymer Modified Cement Composites for Concrete Repair Under Combined Aging Conditions

복합열화 환경을 받는 콘크리트 시설물을 위한 보수용 폴리머 시멘트 복합체의 내구성능 향상에 관한 연구

  • Published : 2005.11.01

Abstract

The purpose of this study is to improve the durability performance of polymer modified cement composites for repair of concrete under combined aging conditions. The experimental procedure was divided into three parts. First, the replacement level of mineral admixtures in polymer modified cement composites were determined in an experimental study based on a Box Behnken design. Second, the flow value, compressive strength and chloride permeability test of sixteen types of mixtures were conducted. Test results show that the polymer modified cement composites were effected on the improvement of the compressive strength and permeability performance. Third, the effects on the replacement level of silica fume mixture was evaluated by the compressive strength, chloride permeability, chemical resistance and repeated freezing and thawing cycles test. They demonstrated that the polymer modified cement composites using mixture of silica fume, fly ash, and blast furnace slag improved the durability performance.

Keywords

References

  1. Austin, S.A. and Robins, P.J., 1999, Wet process sprayed concrete technology for repair, final report of EPSRC grant, April 1999
  2. Chandra, S. and Ohama, Y., 1994, Polymers in concrete, CRC Press
  3. Donald F. Griffin and Robert L. H., 1963, Effect of salt in concrete on compressive strength, water vapor transmission and corrosion of reinforcing steel, Proceedings, ASTM, Vol. 63
  4. Fontana, J. and Reams, W., 1985, The Effect of moisture on the physical and durability properties of methyl methacrylate polymer concrete, Polymer Concrete: Uses, Materials and Properties, SP-89-5, pp. 91-103
  5. Heikal, M., Aia, I and Shoaib, M. M., 2001, Physico-chemical characteristics of some polymer cement composites', Journal of Materials Chemistry and Physics, Vol. 71, pp. 76-83 https://doi.org/10.1016/S0254-0584(01)00346-7
  6. Ji, K. Y., Yean, K. S., Lee, Y. S. and Jun, C. S., 1999, Fundamental properties of polymer composite materials for concrete repair, Proceedings of KCI, Vol. 11 No.2, pp. 319-322. (in Korean)
  7. Joo. M. K., Yeon. K. S., and Lee, Y. S., 2001, Properties of polymer-modified mortars using ground granulated blast-furnace slag, Proceedings of KCI, Vol. 13, No. 1, pp, 1035-1040. (in Korean)
  8. Li, G., 2003, A new way to increase the long-term bond strength of new to old concrete by the use of fly ash, Journal of Cement and Concrete Research Vol. 33, pp, 799-806 https://doi.org/10.1016/S0008-8846(02)01064-5
  9. Moon, H. Y. and Kim, S. S., 2001, Concrete admixtures, Korea concrete institute
  10. Moon, H. Y. and Kim, S. S., 2001, Civil engineering materials, Gumibook
  11. Miller, D. G. and Manson, P. W., 1951, Long Time tests of concretes and mortars exposed to sulphate waters, Bull. Min. Agric. Exp. Stn., No. 124
  12. Metha, P. K., 1983, Mechanism of sulfate attack on portland cement-another look, Cement and Concrete Research, Vol. 13, pp. 401-406 https://doi.org/10.1016/0008-8846(83)90040-6
  13. Metha, P. K., 1986, Effect of fly ash composition on sulfate resistance of cement', ACI Journal, Nov.-Dec, pp, 401-406
  14. Schulze, J., 1999, Influence of water-cement ratio and cement content on the properties of polymer-modified mortar, Cement and Concrete Research, Vol. 29, pp. 909-915 https://doi.org/10.1016/S0008-8846(99)00060-5
  15. Won, J. P., Lee. C. M. and Park, C. G., 2003, Durability characteristics of blended cement mortars, Journal of KSAE, Vol. 45, No.3, pp. 41-49. (in Korean)
  16. Won, J. P. and Kong, T. W., 2005, Permeability of jet set cement concrete with mineral admixtures, Journal of KSAE, Vol. 47, No.3, pp. 41-48. (in Korean) https://doi.org/10.5389/KSAE.2005.47.3.041
  17. Vuk, T., Gaborovsek, R. and Kaucic, V., 2002, The Influence of mineral admixtures on sulfate resistance of limestone cement pastes aged in cold $MgSO_4$ solution, Cement and Concrete Research, Vol. 32. pp, 943-948 https://doi.org/10.1016/S0008-8846(02)00729-9