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C12A7계 알루미나시멘트 및 아질산염을 사용한 저온환경 보수시공용 시멘트 모르타르의 특성

Properties of Repair Cement Mortar with C12A7-based Alumina Cement and Nitrite for Low Temperature Curing

  • 투고 : 2017.06.02
  • 심사 : 2017.06.29
  • 발행 : 2017.07.01

초록

본 연구는 저온환경에서 경화가 가능한 알루미나시멘트 및 아질산염을 사용한 보수용 시멘트 모르타르의 기초성능을 평가하고자 하였다. 이를 위해 국내 건설현장에서 사용되고 있는 보수용 모르타르를 조사 및 선정하였으며, 이를 대상으로 알루미나시멘트, 아질산염을 치환하여 혼입량 조절에 따른 실험평가를 실시하였다. 그 결과, 알루미나시멘트, 아질산염을 보수용 모르타르에 치환하여 사용할 경우 초기 강도발현이 증진되었다. 또한 내화학성이 개선되었고 수축거동이 감소하였으며 동결융해에 대한 저항성이 증대되었다. 알루미나시멘트와 아질산염을 2:1의 비율로 7.5% 치환하여 외부구조물에 시공한 결과 표면상태가 5개월 이상 양호하게 유지되었으며, 실제 외부구조물에 사용성이 우수한 것으로 판단된다.

The purpose of this study is to evaluate the basic performance of cement mortar for repair using alumina cement and nitrite can be cured in low temperature environment. For this purpose, the repair mortar used in the domestic construction site was selected and the experimental evaluation was carried out by adjusting the mixing amount by substituting alumina cement and nitrite for the blending ratio. The experimental test results confirmed that alumina cement and nitrite were replaced with the repair mortar, the initial strength was improved. Also, the chemical resistance was improved, the shrinkage behavior was decreased, and the resistance to freezing and thawing was increased. As a result, applying alumina cement and nitrite at a ratio of 2:1 at 7.5%, the surface condition was maintained for 5 months or longer and it was judged to be excellent in practical use for external structures.

키워드

참고문헌

  1. Cho, H. K., Yoo, J. H., and Lee, H. S. (2009), Experimental Study on the Penetration Depth and Concentration of Corrosion Inhibitor Using Press-in Method Into the Inside of Concrete. Journal of the Korea Institute for Structural Maintenance Inspection, 13(5), 160-168.
  2. Cho, H. W., Kang, S. T., Shin, H. S., and Lee, J. H. (2012), Fundamental Properties of Magnesia-Prosphate Composite Considering Mix Conditions and Curing Temperature, Journal of the Korea Institute for Structural Maintenance and Inspection, 16(6), 163-170. https://doi.org/10.11112/jksmi.2012.16.6.163
  3. Han, C. G., and Han, M. C. (2000), Determination of the Protecting Periods of Frost Damage at Early Age in Cold Weather Concreting, Journal of Korea Concrete Institute, 12(3), 47-55. https://doi.org/10.22636/JKCI.2000.12.3.47
  4. Jeong, S. C., Song, M. S., Lee, K. H., and Han, C. G. (2002), Hydration of Expansive Materials with CSA-System, Journal of the Korea Concrete Institute, 14(5), 631-637. https://doi.org/10.4334/JKCI.2002.14.5.631
  5. Jung, J. Y., Min, K. H., Lee, D. K., and Choi, H. S. (2016), A Study of Characteristics Change of Low-Shrinkage Normal Strength Concrete According to Mixing Factors and Curing Temperature, Journal of the Korea Academia Industrial cooperation Society, 17(7), 342-347. https://doi.org/10.5762/KAIS.2016.17.7.342
  6. Jung, S. G. (2007), Study on the Development of Ultra-Low Temperatures Hardening Repair Cement Mortar for Repairing Cold Storage, Ph. D Thesis, Hanyang University, Seoul.
  7. Kim, H. J., Lee, B. D., and Lee, J. G. (2008), Comparative Study on Freeze-Thaw Durability of General Concrete and Pavement, Korea Concrete Institute Semiannual, 20(1), 561-564.
  8. Kim, Y. S., Moon, D. I., and Lee, D. W. (2011), An Experimental Study on Alkali-Silica Reaction of Alkali-Activated Ground Granulated Blast Furnace Slag Mortars, Journal of the Korea Institute of Building Construction, 11(4), 345-352. https://doi.org/10.5345/JKIBC.2011.11.4.345
  9. Lee, H. K., Sohn, Y. S., Kim, H. J., and Lee, S. H. (2006), An Experimental Study on the Improvement of Freezing-Thawing Resistance of Gutter Concrete, Korea Concrete Institute Semiannual, 18(2), 577-580.
  10. Min, T. B., Mun, Y. B., Kim, H. C., Choi, H. K., Kim, J. Y., and Lee, H. S. (2016), A Fundamental Experiment on Preventing Frost Damage at Early Age of Mortar in Low Temperature using Reduction Slag, Journal of the Korea Institute of Building Construction, 16(1), 1-7. https://doi.org/10.5345/JKIBC.2016.16.1.001
  11. Moon, B. C. (2012), An experimental study on the development of setting time control of nitrate corrosion inhibitor. Ph. D Thesis. Hanyang University, Seoul.
  12. Onder, K. (2006), Temperature Effect on Calcium Aluminate Cement Based Composite Binders. Ph. D Thesis. Middle East Technical University, Ankara.
  13. Park, S. H., Chu, Y. S., Seo, S. K., and Park, J. W. (2013), Properties of Shrinkage Reducing Agent and Mortar Used Anhydrite and $C_{12}A_7$-based Slag, Journal of the Korean Recycled Construction Resources Institute, 1(2), 101-106. https://doi.org/10.14190/JRCR.2013.1.2.101
  14. Park, W. J., Lee, H. S., and Tae, S. H. (2006), Influence of the Type of Nitrite Inhibitors and Mixing Ratio on Congealment of Cement Paste, Journal of the Korea Institute of Building Construction, 16(1), 1-7. https://doi.org/10.5345/JKIBC.2016.16.1.001
  15. Song, H. S., Lee, C. Y., and Min, C. S. (2007), Effects of Admixtures in Properties of Polymer Cement Mortar for Concrete Repair, Journal of the Korea Institute for Structural Maintenance and Inspection, 11(1), 85-94.