DOI QR코드

DOI QR Code

Development of Application Block Using Geobond and Ash from Sewage Sludge Incinerator II

하수슬러지 소각재와 무기바인더를 이용한 응용 블록 개발 II

  • Lee, Hyun-joo (Department of Environmental Science, Yongin University)
  • Received : 2015.05.26
  • Accepted : 2015.07.30
  • Published : 2015.07.31

Abstract

This study investigated to recycle geobond and ash produced in thesewage sludge incinerator using reduction/stabilization. Nonsintering process was performed by binding cement (High Early Strength Portland cement, Micro cement), geobond and sand mixed with sewage sludge ash (SSA). Chemical ingradients of the sewage sludge ash was mainly composed of $SiO_2$, $Al_2O_3$, $Fe_2O_3$, CaO and others, which were similar to those of the each binders consisting High Early Strength Portland cement, Micro cement and geobond. Results showed that unconfined the long term compressive strength could be obtained components of sewage sludge ash. It exceeded more than double score 64.6 MPa of the Korean standard ($22.54MPa=229.7kg/cm^2$). Microstructure of solidified block for the different admixture was related to the compressive strength according to SEM analysis. Optimum mixing range of the sewage sludge ash to each binders were found to be 10~40% which can widly safely regulate the confined a long term compressive strength. The best binder of long term compressive strengh was revealed Geobond more than High Early Strength Portland cement and Micro cement. This study revealed the sewage sludge ash can be partial replacement of the inorganic binder & application block for recycling.

본 연구는 하수처리장에서 발생하는 하수슬러지 소각재와 Geobond를 이용한 응용 블록의 개발을 위하여 수행하였다. 실험은 무소성 공정으로 진행하였으며, Sewage Sludge Ash (SSA)를 Geobond(무기바인더)와 특수시멘트인 초조강 시멘트 마이크로 시멘트, 모래 등의 바인더를 혼합한 각각의 페이스트 시편을 성형 후 건조 및 양생과정을 거친 시편을 단기 압축강도를 측정한 후 28일 장기 양생한 결과 압축 강도가 64.6 MPa로 발현하였다. 이는 KS기준치 22.54 MPa ($229.7kg/cm^2$)을 훨씬 상회하는 고강도의 압축강도를 나타내었다. 하수슬러지 소각재(SSA) 첨가율은 각 바인더 별 약 10~40%까지 혼합 가능한 것으로 나타났다. 따라서 SSA를 무기바인더인 Geobond와 특수시멘트(HESPC, MC)의 대체 물질로의 사용이 가능함을 입증하였다.

Keywords

References

  1. Ministry of Environment, "Comprehensive counterplan of sewage sludge management,"(2008).
  2. Lee, H. J., Lee, H. S., Choi, S. B., Kim, J. I. and Choi, H. G., "Research for utilization of sintering brick material used sewage sludge ash," Proceeding of the 2011 Spring Conference of the Korea Society of Waste Management, pp. 65-68(2011).
  3. Ministry of Knowledge & Economy, "Application network for recycled construction material used sewage sludge ash from industry complex," Korea Industry Gyeong Gi EIP Enterprise Group Report. Yongin University/Co.-Dae Pyeong Ceramics(2010).
  4. Lee, H. J., Kim, Y. D., Son, S. G., Lee, H. S. and Kim, G. H., "Zeolite synthesis & assessment used sewage sludge ash," Proceeding the 2010 Spring Conference of the Korea Society of Waste Management, pp. 249-255(2010).
  5. Lee, H. J., "Development of inorganic binder using ash from sewage sludge incinerater I," J. Korean Soc. Environ. Eng., 36(12), 843-850(2014). https://doi.org/10.4491/KSEE.2014.36.12.843
  6. Lee, H. J., Kim, J. I., Choi, S. B., Kim, Y. D., and Son, S. G., "Research for development of nonsintering construction material binder used sewage sludge ash," Proceeding of the 2010 Autumn Conference of the Korea Society of Waste Management, pp. 221-223(2010).
  7. Lee, H. Y., "Basic research for characteristic assessment & recycling of slag ash," Conservation & Recycling, 17(3), 3-9(2008).
  8. Choi, J. H., "Compressive strength characteristic for recycling from exchange slag, ash, paper slag of industry wastes," Paper of M, Eng. Chung-buk University(1999).
  9. Kono, T., Yamanaka, T. and Sekita, T., "Application of ash of activated sludge to mixing in concrete," 高知縣工業技術センター硏究 報告, 31, 11-16(2000).
  10. Lee, J. S., Jeong, S. N. and Park, C. H., "The synthesis of zeolite P1 and analcime, used incinerated sewage sludge fly ash." J. Korean Soc. Environ. Eng., 30(6), 659-665(2008).
  11. Cyr, M., Coutand, M. and Clastres, P., "Technological and environmental behavior of sewage sludge ash (SSA) in cementbased materials, cement and concrete research," 37, 1278-1289(2007). https://doi.org/10.1016/j.cemconres.2007.04.003