Journal of the Korea Institute of Building Construction (한국건축시공학회지)

The Korean Institute of Building Construction (한국건축시공학회)
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An Study on Compressive Strength Properties of Mortar with Municipal Solid Waste Incineration Ash Melted Slag Powder

쓰레기 소각재 용융슬래그 미분말을 혼입한 모르타르의 압축강도 특성에 대한 연구

  • Lee, Yong-Moo (Department of Architectural Engineering, Pusan National University) ;
  • Kim, Young-Su (Department of Architectural Engineering, Pusan National University)
  • Received : 2015.11.17
  • Accepted : 2016.01.19
  • Published : 2016.02.20
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Abstract

In order to investigate the feasibility of municipal solid waste incineration ash melted slag powder as admixture, an experimental study was performed on cement mortar with municipal solid waste incineration ash melted slag powder. Fresh mortar properties and strength properties with various municipal solid waste incineration ash melted slag powder replacement ratios were estimated. There replacement ratio adopted in this study was 0, 10, 20, 30, 40, 50%. After then flow properties was considered as properties of fresh mortar. And compressive strength was determined 3, 7, 14, 28, 56 days for the hardened mortar specimens. According to the test results, the flow of mortar was increased with in replacement amount of municipal solid waste incineration ash melted slag powder. Furthermore, compressive strength at early age was decreased, whereas the compressive strength at the age of 28, 56day was increased.

본 연구는 쓰레기 소각재 용융슬래그 미분말을 혼화재료로 사용하기 위한 연구로 소각재 용융슬래그 미분말을 혼입한 모르타르에 대한 연구를 수행한 것이다. 쓰레기 소각재 용융슬래그 미분말의 혼입율을 10, 20, 30, 40, 50%로 다양하게 한 후 굳지 않은 모르타르의 플로 특성과 재령 3, 7, 14, 28, 56일의 압축강도를 평가하였다. 실험결과 쓰레기 소각재 용융슬래그 미분말의 혼입율이 증가할수록 유동성이 증가하였고, 3일, 7일의 압축강도는 점진적으로 감소하였으나, 재령 28, 56일 압축강도는 증가하는 것을 알 수 있었다.

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References

  1. Friedlingstein P, Houghton G, marland R, Hackler J, Boden T, Conway T, Canadell J, Raupach M. Ciais P and Le Quere C. Update on CO2 emissions. Nature Geoscience. 2010 Nov;3:811-12. https://doi.org/10.1038/ngeo1022
  2. Allwood JM, Cullen JM, and milford RL. Options for achieving a 50% cut in industrial carbon emissions by 2050. Part. Environmental Science and Technology. 2010 Feb;44(2):1888-94. https://doi.org/10.1021/es902909k
  3. Mehta PK. Reducing the environmental impact of concrete. Concrete International. 2001 Oct;10(23): 61-6.
  4. Chang CH. Characteristics of cement mortar mixed with incinerated urban solid waste. Journal of the Environmental Sciences International. 2010 Apr;9(5):639-46.
  5. Annual Report. National waste generation and treatment status. Ministry of Environment 2013 Dec. 36. Report No,:KECO2013 -PE13-32.
  6. Lin KL, and Chang CT, Leaching characteristics of slag from the melting treatment of municipal solid waste incinerator ash. Journal of Hazardous Materials. 2006 Jul;135(1):296-302. https://doi.org/10.1016/j.jhazmat.2005.11.064
  7. Aubert JE, Husson B and Sarramne N. Utilization of municipal solid waste incineration (MSWI) fly-ash in blended cement: Part 2. Mechanical strength of mortars and environmental impact. Journal of Hazardous Materials. 2007 Jul;146(1):12-9. https://doi.org/10.1016/j.jhazmat.2006.11.044
  8. Sreenivasarao K, Warren GW, Mckinley MD and Gao. Hydrometallurgical treatment of municipal solid waste fly-ash for simultaneous detoxification and metal recovery. Journal of Environmental Science and Health. Part A, Environmental Science and Engineering & Toxic and Hazardous Substance Control 1997 Apr32(4):1225-1245.
  9. Lin KL, Wang KS and Lin CH. The hydration of pastes containing municipal solid waste incinerator fly ash slag. Journal of Hazardous Materials. 2004 Jun;109(1):173-81 https://doi.org/10.1016/j.jhazmat.2004.03.014
  10. Jeong JS, Lee JC, Yang KY, So KH. Utilization of stone sludge produced by stone block manufacturing process as concrete admixtures. Journal of the Korea Institute of Building Construction. 2008 Dec;8(6):83-9. https://doi.org/10.5345/JKIC.2008.8.6.083