DOI QR코드

DOI QR Code

Performance Evaluation of Recycled Aggregate Concrete Made of Recycled Aggregate Modified by Carbonation

탄산화 개질 순환 골재를 사용한 순환 골재 콘크리트의 성능 평가

  • Ha, Jung-Soo (Dept. of Architectural Engineering, Dankook University) ;
  • Shin, Jin-Hak (Dept. of Architectural Engineering, Dankook University) ;
  • Chung, Lan (Dept. of Architectural Engineering, Dankook University) ;
  • Kim, Han-Sic (Residential Engineering Team, Samsung C&T Co. Ltd. Engineering & Construction Group)
  • 하정수 (단국대학교 건축공학과) ;
  • 신진학 (단국대학교 건축공학과) ;
  • 정란 (단국대학교 건축공학과) ;
  • 김한식 (삼성물산 건설부문 주거성능연구소)
  • Received : 2016.01.31
  • Accepted : 2016.06.14
  • Published : 2016.08.31

Abstract

With the increase of decrepit facilities, construction waste increased to a certain level and now the increase is more or less stabilized. Yet construction waste still constitutes the largest portion of the overall wastes. Also, it is inevitable to spend a huge amount of the national budget due to the aggravating shortage of aggregate caused by prohibition on collection of natural aggregates as well as due to the damage to the land and environment caused by development of the sources of aggregates. As a countermeasure to the situation, the Ministry of Land, Infrastructure and Transport promulgated the quality standard for recycled aggregate to manage the usage of recycled aggregate according to its quality. But use of recycled aggregate for the purpose of high added value still remains nominal. Therefore, this research aims to study the applicability of recycled aggregate concrete as structural concrete by evaluating the quality improvement effects and the performance of the recycled aggregate concrete including recycled fine aggregate and recycled coarse aggregate that have undergone carbonation for 4 days and 14 days respectively in the condition of 60% RH, 20% $CO_2$ and $20^{\circ}C$ temperature, suggested for carbonation modifying from the advance research. The result shows carbonation modify contributed to quality improvement with 0.91% decrease in absorption rate for recycled fine aggregate and 0.7% decrease in absorption rate for recycled coarse aggregate. The physical properties and durability of the recycled aggregate made of aggregate modified by carbonation showed results similar to general concrete, which confirmed the possibility of applying the recycled aggregate made of recycled aggregate modified by carbonation to structural concrete.

노후 시설물의 증가에 따라 건설폐기물은 일정 수준까지 증가한 이후, 현재는 어느 정도 안정화 된 추세에 있지만, 전체폐기물 중에서 건설폐기물은 아직까지도 가장 큰 비중을 차지하고 있다. 또한, 천연 골재 채취 금지에 의한 골재 난 심화 및 골재 공급원 개발에 의한 국토훼손과 자연환경 파괴 등에 따라 환경복원에 막대한 국가예산 소요가 불가피한 상황이다. 이에 대한 대책 방안으로 국토교통부는 순환 골재 품질기준을 공포하여 순환 골재 품질에 따른 용도와 관리를 할 수 있도록 추진하고 있으나, 경제적 부가가치가 높은 용도로의 활용은 아직 저조한 실정이다. 따라서, 본 연구에서는 저자의 선행연구에서 제시한 탄산화 개질 조건인 $20^{\circ}C$, RH 60%, $CO_2$ 20%에서 순환 잔골재 4일, 순환 굵은 골재 14일간 탄산화를 실시한 순환 골재의 품질개선효과 및 이를 이용한 순환 골재 콘크리트의 성능 평가를 통하여 구조용 콘크리트로의 적용 가능성에 대한 실마리를 찾고자 한다. 그 결과, 탄산화 개질을 통하여 순환 잔골재의 흡수율이 0.91%, 순환 굵은 골재의 흡수율이 0.7% 저감되어 품질개선에 기여하였다. 또한, 탄산화 개질 골재를 이용한 순환 골재 콘크리트의 물리적 특성 및 내구성능이 일반 콘크리트와 유사한 결과를 나타내어 구조용 콘크리트로의 적용 가능성을 확인하였다.

Keywords

References

  1. Korea Environment Corporation, Generation and Processing Status of National Waste (2013), No. KECO2014-PE14-38, Ministry of Environment, 2014. pp.22-30.
  2. Korea Institute of Civil Engineering and Building Technology, Study on Activation Measures of Recycled Aggregate, 11-1613000-000638-01, Ministry of Land, Infrastructure and Transport, 2014, pp.3-34.
  3. Korea Construction Economy and Industry Association, Study on Master Plan establishing of Aggregate Demand and Supply, 1-1613000-000269-13, Ministry of Land, Infrastructure and Transport, 2014, pp.71-157.
  4. Waste Resources Management Division, Construction Waste Recycling Promotion Act, Law No. 13527, Ministry of environment, 2015, pp.1-20.
  5. Technology Policy Division, Quality Standard of Recycled Aggregate, Bulletin No. 2013-92, Ministry of Land, Infrastructure and Transport, 2013, pp.19-25.
  6. Korean Agency for Technology and Standards, Recycled Aggregates for Concrete, KS F 2573, Ministry of Trade, Industry and Energy, 2014, pp.6-8.
  7. Tangchirapat, W., Buranasing R., Jaturapitakkul C., and Chindaprasirt P., "Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates," Construction and Building Materials, Vol.22, No.8, 2008, pp.1812-1819. https://doi.org/10.1016/j.conbuildmat.2007.05.004
  8. Corinaldesi, V., and Moriconi, G., "Influence of mineral additions on the performance of 100% recycled aggregate concrete", Construction and Building Materials, Vol.23, No.8, 2009, pp.2869-2876. https://doi.org/10.1016/j.conbuildmat.2009.02.004
  9. Kou, S., Poon, C., and Agrela, F., "Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures", Cement and Concrete Composites, Vol.33, No.8, 2011, pp.788-795. https://doi.org/10.1016/j.cemconcomp.2011.05.009
  10. Cakir, O., and Sofyanli, O.O., "Influence of silica fume on mechanical and physical properties of recycled aggregate concrete", Housing and Building National Research Center Journal, Vol.11, No.2, 2015, pp.157-166.
  11. Akca, K.R., Cakir, O., and Ipek, M., "Properties of polypropylene fiber reinforced concrete using recycled aggregates", Construction and Building Materials, Vol.98, 2015, pp.620-630. https://doi.org/10.1016/j.conbuildmat.2015.08.133
  12. Cartuxo, F., de Brito, J., Evangelista, L., Jimenez, J.R., and Ledesma, E.F., "Rheological behaviour of concrete made with fine recycled concrete aggregates-Influence of the superplasticizer", Construction and Building Materials, Vol.89, 2015, pp.36-47. https://doi.org/10.1016/j.conbuildmat.2015.03.119
  13. Katz, A., "Treatments for the improvement of recycled aggregate", Journal of Materials in Civil Engineering, Vol.16, No.6, 2004, pp.597-603. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:6(597)
  14. Cheng, H., and Wang, C., "Experimental study on strengthen concrete regenerated aggregate with water glass", New Building Materials, Vol.12, 2004, pp.12-14.
  15. Kim, N. Y., Kim, H. J., and Bae, J. S., "A Study on the Property Estimation of Recycled Coarse Aggregate and Characteristic of Recycled Aggregate Concrete Using the Surface Coated Treatment Method," Journal of The Korean Society of Civil Engineers A, Vol.28, No.4A, 2008, pp.603-609.
  16. Choi, H. B., "Water Absorbtion Controlling Type Surface Treatment Method for Quality Enhancement of Recycled Aggregate," Journal of The Korean Institute of Building Construction, Vol.15, No.6, 2015, pp.561-567. https://doi.org/10.5345/JKIBC.2015.15.6.561
  17. Zhang, H., Zhao, Y., Meng, T., and Shah, S.P., "The modification effects of a nano-silica slurry on microstructure, strength, and strain development of recycled aggregate concrete applied in an enlarged structural test", Construction and Building Materials, Vol.95, 2015, pp.721-735. https://doi.org/10.1016/j.conbuildmat.2015.07.089
  18. Powers, T.C., "A Hypothesis of Carbonation Shrinkage", Journal of the PCA Research and Development Laboratories, Vol.4, No.2, 1962, pp.40-50.
  19. Papadakis, V.G., Costas, G., Vayenas, and Michael, N.F., "Physical and chemical characteristics affecting the durability of concrete", ACI Materials Journal, Vol.88, No.2, 1991, pp.186-196.
  20. Choi, Y. J., Lee, K. M., Kim, J. H., Jung, S. H., Lee, M. K., "Applicability Study of the Rapid Carbonation Test Equipment for Concrete," Proceedings of the Korea Concrete Institute, Vol.18, No.2, 2006, pp.601-604.
  21. Korea Concrete Institute, Engineering of Concrete, 2011, pp.300-374.
  22. Korea Concrete Institute, Engineering of Concrete, 2011, pp.421-430.
  23. Donghwa Technology Publishing Co., Concrete : Crack, Deterioration and Measures, 2010, pp.114-118.