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화학 혼화제의 감수 성능에 따른 2성분계 콘크리트의 품질특성 및 압축강도 추정식에 관한 기초적 연구

The Fundamental Study on Quality Properties of Binary Blended Concrete according to Water Reducing Performance of Chemical Admixture and Estimation Equation of Compressive Strength

  • 투고 : 2015.03.24
  • 심사 : 2015.12.21
  • 발행 : 2016.01.01

초록

본 연구에서는 화학 혼화제 성능에 따른 2성분계 콘크리트의 품질특성을 평가하기 위하여 화학 혼화제의 감수 성능 3수준(0%, 8% 및 16%) 및 물-시멘트비 3수준(40%, 45% 및 50%)에 따른 플라이애시 및 고로슬래그 미분말을 사용한 2성분계 콘크리트 배합을 제조하였다. 신뢰성 확보를 위하여 콘크리트 배합은 3회 반복실험을 실시하였다. 실험결과, 화학 혼화제 성능에 따른 압축강도는 약 20% 이상의 압축강도 차이가 발생하였으며, 화학 혼화제의 성능이 콘크리트 품질에 큰 영향을 미치는 것으로 나타났다. 또한 화학 혼화제의 성능의 영향을 반영한 압축강도 예측 모델식을 도출하였으며, 85% 이상의 높은 상관성이 있는 것으로 나타났다.

In this study, binary blended concrete mix with fly ash and ground granulated blast furnace slag was prepared according to 3 level of water reduction performance of chemical admixture (0%, 8% and 16%) and 3 level of water-cement ratio (40%, 45% and 50%) for evaluation of quality properties of binary blended concrete according to performance of chemical admixture. concrete mix was carried out repetition test of three times in order to secure the reliability. As a result, compressive strength according to performance of chemical admixture was found that difference of strength was about 20% occurred, chemical admixture was showed that a great influence on qualities of concrete. In addition, reflected the effect of performance of chemiacal admixture, prediction model equations for concrete compressive strength was proposed, it was found that more than 85% of the high correlation.

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참고문헌

  1. American Society for Testing and Materials (2013), ASTM C 494 Standard Specification for Chemical Admixture for Concrete, American Society for Testing and Materials, 1-10. (in U.S.A)
  2. Choi, J. J., and Moon, S. K. (2013), "Comparison of the Concrete Mix Design Reference Tables Proposed by the ACI and KCI", Proceedings of Korea Concrete Institute, 25(2), 157-158. (in Korea)
  3. Im, N. J., and Jung, S. J. (1999), "An Experimental Study on the Properties of Concrete Using the Blast-Furnance Slag as the Aggregate", Journal of the Architectural Institute of Korea, Vol. 15(6), 87-94. (in korea)
  4. Japanese Industrial Standards (2014), JIS A 5308 Ready Mixed Concrete, Japanese Industrial Standards, 1-1. (in Japan)
  5. Jo, J. H. (2015), "A Study on the Quality Properties of Multi Component Blended High Fluidity Concrete with $CO_2$ Reduction", Master's Thesis of Semyung University. (in Korea)
  6. Kim, S. J. (2012), "Application Technology of Chemical Admixture for the Implementation of a Sustainable Society", Proceedings of the Korea Institute of Building Construction, Vol. 12(2), 5-5. (in korea)
  7. Kim, K, H., Oh, S. R., Choi, W., and Choi, Y. W. (2014), "A Study on the Relationship between Compressive Strength and Water-Cement Ratio According to Water Reducing Ratio", Journal of Korea Concrete Institute, 26(5), 591-598. (in korea) https://doi.org/10.4334/JKCI.2014.26.5.591
  8. Korea Industrial Standards (2010), KS F 4009 Ready-Mixed Concrete, Korea Industrial Standards, 24-45. (in Korea)
  9. Korea Concrete Institute (2009), Korea Concrete Standard Specification, Korea Concrete Institute, 3-50. (in Korea)
  10. Korea Concrete Institute (2009), Concrete Structural Design Criteria and Commentary, Korea Concrete Institute, 20-43. (in Korea)
  11. Na, S. H. (2010), "Effect of Superplasticizer on the Early Hydration Ordinary Potland cement", Master's Thesis of Kangwon National University. (in Korea)
  12. Park, Y. S., Nam, S. W., and Park, J. M. (2005), "A Study on the Mix Design of Early Strength Concrete using Admixture", Proceedings of Korea Concrete Institute, 17(1-2), 69-73. (in Korea) https://doi.org/10.4334/JKCI.2005.17.1.069