DOI QR코드

DOI QR Code

Experimental Evaluation on Occurrence Possibility of Pollutants from Aggregates

순환골재의 오염물질 발생 가능성에 관한 실험적 평가

  • Park, Jeong-Ho (Department of Environmental Engineering, Kumoh National Institute of Technology) ;
  • Seong, Jin-Uk (Department of Environmental Engineering, Kumoh National Institute of Technology) ;
  • Park, Je-Chul (Department of Environmental Engineering, Kumoh National Institute of Technology)
  • 박정호 (금오공과대학교 환경공학과) ;
  • 성진욱 (금오공과대학교 환경공학과) ;
  • 박제철 (금오공과대학교 환경공학과)
  • Received : 2013.05.02
  • Accepted : 2013.06.20
  • Published : 2013.06.30

Abstract

This study was on leaching test(KSLT, TCLP) of the aggregate for the products(RA-1) and for the site(RA-2) to evaluate the characteristics of contaminants and the possibility of contamination arising from the aggregate. On the basis pH, conductivity and heavy metal contents in the aggregate, RA-1 indicated higher than RA-2. As a result of the leaching test, the pollutants were eluted from the aggregate increased as the particle size of the aggregate was smaller. The pH in the aggregate had a strong alkali by a pH value of 9.0~12.3, the conductivity was higher in less than 10mm RA-1 due to the leaching of dissolved inorganic ions. The heavy metals satisfied the leaching standards of KSLT and less 10% was eluted from the aggregate. As a result of evaluating water pollution possibility of the aggregate, the pH displayed in items with a very high possibility of contamination, conductivity and turbidity did in item with a low possibility of contamination and on the other hand the heavy metals did in item with a very low possibility of contamination.

본 연구는 순환골재에서 발생하는 오염물질의 특성과 오염 가능성을 평가하기 위해 생산제품 순환골재(RA-1)와 현장 순환골재(RA-2)의 용출시험을 실시하였다. 순환골재의 pH, Conductivity, 중금속 함량은 RA-2 보다 RA-1이 높게 나타났다. 용출시험결과, 순환골재로부터 용출되는 오염물질은 입경이 작을수록 높게 나타났다. 순환골재의 pH는 9.0~12.3으로 강알칼리성으로 나타났고, Conductivity는 10mm 이하에서 높게 나타났다. 중금속은 KSLT의 용출기준을 만족하였고, 순환골재로부터 약 10% 이하로 용출되었다. 순환골재의 수질 오염 가능성을 평가한 결과, 오염 가능성이 매우 높은 항목에는 pH, 오염 가능성이 낮은 항목에는 Conductivity, Turbidity, 오염 가능성이 매우 낮은 항목에는 중금속으로 나타났다.

Keywords

References

  1. Hwang, Y.S. (2005). "Utilization of recycled aggregate for the leachate collection and drainage system," Master thesis of Chungnam national university.
  2. Jaung, J.D., and Lee, D.H. (2008). "A study for improvement of the testing methods for quality control of recycled aggregate," The Korea Institute of Building Construction, 8(4), 105-114 [in Korean]. https://doi.org/10.5345/JKIC.2008.8.4.105
  3. Lee, S.J. (2004). "Application of recycled concrete materials for road embankment construction," Master thesis of Yonsei university.
  4. Lee, Y.O., Yun, H.D., Kim, S.W., Jeon, E., and Lim, S.C. (2009). "Experimental study on the flexural and lap splice performances estimation of reinforced recycled aggregate concrete beams," Architectural Institute of Korea, 23(5), 29-36 [in Korean].
  5. Lee, Y.S., Kwan, Y.W., and Hyun, J.H. (2005). "The engineering and environmental properties of reclaimed concrete materials as road materials," Korean Geo-Environmental Society, 6(3), 17-23 [in Korean].
  6. Ministry of Environment. (2009a). Standard method for soil quality.
  7. Ministry of Environment. (2009b). A research on the detailed application use of recycled aggregate and protection standard for environmental damage.
  8. Ministry of Environment. (2011). Standard method for water quality.
  9. No, S.R., Shin, Y.S., Kim, D.S., Yoo, M.H., and Kim, J.S. (2009). "A Study on the mechanical properties of reinforced recycled aggregate concrete mixed fiber," Architectural Institute of Korea, 29(1), 439-442 [in Korean].

Cited by

  1. Experimental Study on the pH of Recycled Aggregate vol.4, pp.1, 2016, https://doi.org/10.14190/JRCR.2016.4.1.062