The Penetration and Diffusivity of Chloride ion into Concrete using Blended Cement

혼합계시멘트를 사용한 콘크리트의 염화물이온 침투 및 확산특성

  • 양승규 (쌍용양회공업(주) 기술연구소 콘크리트연구실) ;
  • 김동석 (쌍용양회공업(주) 기술연구소 콘크리트연구실) ;
  • 엄태선 (쌍용양회공업(주) 기술연구소 콘크리트연구실) ;
  • 이종열 (쌍용양회공업(주) 기술연구소)
  • Published : 2006.05.11

Abstract

A chloride is an important deteriorating factor which governs the durability of the reinforced-concrete structures under marine environments. Also, the main penetration mechanism of chloride ion into concrete is a diffusion phenomenon and numerous methods have been proposed to determine the diffusion coefficient of chloride ion quickly. In this study, electrically accelerated experiments were carried out in order to evaluate diffusion coefficient of the chloride ion into concrete. The methods were diffusion cell test method in which the voltage of 15V(DC) was applied. The type of cement is blended cement in which the admixtures of blast-furnace slag and fly ash were used. In conclusion, the diffusion coefficient of chloride ion is much affected according to mineral admixtures and the diffusion coefficient of ternary blended cement showed very low values. it is presumably said that this result is due to highly densified pore structures by the aid of slag substitution and pozzolanic activity of fly ash.

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