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An Experimental Study on the Freezing-Thawing and Chloride Resistance of Concrete Using High Volumes of GGBS

고로슬래그 미분말을 대량 사용한 콘크리트의 염해 및 동결융해 저항성에 관한 실험적 연구

  • Received : 2012.01.26
  • Accepted : 2012.03.30
  • Published : 2012.06.20

Abstract

The effect of ground granulated blast-furnace slag(GGBS) and alkali activator compressive strength, resistance of chloride attack and freezing-thawing is assessed to develop high volume slag concrete, the replacement rate of GGBS of which is more than 80 percent. result, as the replacement rate of GGBS increases, the compressive strength development properties of concrete in early and long term age decreased and resistance chloride attack and freezing-thawing is increased. The early strength development property, however, is extremely advanced by addition of the alkali activator, which is also found to improve resistance chloride attack and freezing-thawing.

본 연구에서는 고로슬래그의 치환율이 80% 이상에 이르는 슬래그 대량 치환 콘크리트(High Volume Slag Concrete, HVSC)의 개발을 목표로 압축강도, 염해 및 동결융해 저항성에 미치는 고로슬래그의 영향 및 알칼리 자극제의 효과에 대해 평가하였다. 그 결과 고로슬래그 미분말의 치환율 증가에 따른 압축강도 발현특성은 초기 및 장기의 모든 재령에서 감소하였으며 염해 및 동결융해 저항성은 매우 우수한 것으로 나타났다. 한편 알칼리 자극제의 첨가에 따른 초기강도 발현특성은 현저히 개선되었으며 염해 및 동결융해 저항성 향상에 기여하는 효과가 큰 것으로 나타났다.

Keywords

References

  1. Shin SW. Sustainable building technology and economic efficiency. Seoul (Korea): Sustainable Building Research Center; 2010. p. 11-2.
  2. Ferraris CF, Obla KH, Hill R. The influence of mineral admixtures on the rheology of cement paste and concrete. Cement and Concrete Research. 2001;31:245-55. https://doi.org/10.1016/S0008-8846(00)00454-3
  3. Chan WWJ, Wu CML. Durability of concrete with high cement replacement. Cement and Concrete Research. 2000;30(6):865-79. https://doi.org/10.1016/S0008-8846(00)00253-2
  4. ACI Committee 206. Ground granulated blast-furnace slag as cementations constituent in concrete. ACI Materials Journal. 2009;No.84-M34:327-42.
  5. Hester D, Mcnally C, Richardson MG. Study of influence of slag alkali level on the alkali-silica reactivity of slag concrete. Construction and Building Materials. 2005;19(9):661-5. https://doi.org/10.1016/j.conbuildmat.2005.02.016
  6. Leng F, Feng N, Lu X. An experiment study on the properties of resistance to diffusion of chloride ions of fly ash and blast furnace slag concrete. Cement and Concrete Research. 2000;30:989-92. https://doi.org/10.1016/S0008-8846(00)00250-7
  7. Nordtest NT-BUILD 492. Chloride migration coefficient from non-steady-state migration experiments. Nordtest. Finland. 1999.
  8. Architectural Institute of Japan. [Recommendation for practice of concrete make use of ground granulation blast furnace slag]. Japan: Architectural Institute of Japan; 1996. p. 25-51. Japanese.
  9. Lee SS, Song HY. An experimental study on the durability and mechanical properties of high performance concrete using blast-furnace slag powder. Journal of Architectural Institute of Korea. 2007 Nov.;23(11):119-26.
  10. Sagawa T, Nawa T. Hydration micro-structural evolution and drying shrinkage of portland cement - blast furnace slag system. Journal of Structural and Constrution Engineering. AIJ. 2010 Jun.;75(652):1029-37. https://doi.org/10.3130/aijs.75.1029
  11. Li C, Yoda A, Yokomuro T. Effect of ground granulated blast furnace slag on pore structure and compressive strength of hardened cement pastes. Journal of Structural and Constrution Engineering. AIJ. 1998 April;506:1-6.
  12. Oner A, Akyuz S. An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and Concrete Composite. 2007 January;29(6):505-14. https://doi.org/10.1016/j.cemconcomp.2007.01.001
  13. Hwang CL, Lin CY. Strength development of blended blast furnace slag cement mortars. ACI SP 91-65, Detroit. 1986;91:1323-40.
  14. Dhir RK, Mak EM, Dyer TD. Chloride binding in GGBS concrete. Cement and Concrete Research. 1996;26(12):1767-73. https://doi.org/10.1016/S0008-8846(96)00180-9
  15. Luo R, Cai Y, Wang C, Huang X. Study of chloride binding and diffusion in GGBS concrete. Cement and Concrete Research. 2003;33(1):1-7. https://doi.org/10.1016/S0008-8846(02)00712-3
  16. Ishida T, Miyahara S, Maruya T. Cl binding capacity of mortars made with various portland cement and admixture. Journal of JSCE. 2007 Jan.;63(1):14-26.

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