DOI QR코드

DOI QR Code

Evaluation of Reproducibility for Mechanical Properties of Lightweight Concrete using Bottom Ash Aggregates and Foam

바텀애시 골재와 기포를 이용한 경량 콘크리트의 역학적 특성에 대한 재현성 평가

  • Ji, Gu-Bae (Department of Architectural Engineering, Kyonggi University) ;
  • Mun, Ju-Hyun (Department of Architectural Engineering, Kyonggi University) ;
  • Yang, Keun-Hyeok (Department of Architectural Engineering, Kyonggi University)
  • 지구배 (경기대학교 건축공학과 일반대학원) ;
  • 문주현 (경기대학교 건축공학과) ;
  • 양근혁 (경기대학교 건축공학과)
  • Received : 2019.05.26
  • Accepted : 2019.08.01
  • Published : 2019.09.30

Abstract

The objective of this study is to examine the reproducibility for compressive strength development and mechanical properties of lightweight concrete made using bottom ash aggregates and foam(LWC-BF). Based on the mix proportions conducted by Ji et al., six identical mixes were prepared with different actual foam volume ratios from 0% to 25% and water-to-binder ratios from 25% to 30%. The presently measured properties, including initial slump, slurry density, compressive strength gains at different ages, splitting tensile strength, and modulus of rupture, were very close to those determined in the previous tests by Ji et al. Thus, the developed LWC-BF has a good potential in obtaining a reproducibility for compressive strength development and mechanical properties even though the troubles of mixing control owing to the addition of preformed foam.

이 연구의 목적은 저량의 기포가 혼입된 바텀애시 골재 기반 경량 콘크리트(Lightweight concrete made using bottom ash aggregates and foam, LWC-BF)의 압축강도 발현 및 역학적 특성에 대한 재현성 평가이다. 이를 위해 Ji et al.에 의해 수행되었던 동일한 배합표를 기준으로 총 6 배합을 수행하였다. 배합에서의 주요변수는 기포 혼입율과 물-결합재 비로서 각각 0~25% 및 25~30%로 변화하였다. 굳지 않은 콘크리트에서 초기 슬럼프, 슬러리 밀도와 굳은 콘크리트에서 재령별 압축강도, 쪼갬인장강도 및 파괴계수는 재현성 평가대상 이전 실험결과와 대체적으로 비슷하였다. 따라서, LWC-BF의 압축강도 및 역학적 특성은 기포 혼입에 의한 배합관리가 어려움에도 불구하고 그 재현성이 비교적 우수하였다.

Keywords

References

  1. ACI Committee 318-04. (2014). Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute.
  2. ACI Committee 209R. (2008). Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures, American Concrete Institute.
  3. ACI Committee 122R. (2002). Guide to Thermal Properties of Concrete and Masonry Systems, American Concrete Institute.
  4. CEB-FIP. (2010). CEB-FIP Model Code, Design Code, Comite Euro International Du Beton.
  5. Cho, M.S. (2008). An Experimental Study on Mechanical Properties of Foamed Concrete using Bottom Ash as Fine Aggregate, Ph.D Thesis, Hanseo University.
  6. Demirbo, R., Gul, R. (2003). The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete, Cement Concrete Research, 33(5), 723-727. https://doi.org/10.1016/S0008-8846(02)01032-3
  7. Jang, I.G., Woo, Y.J., Lee, H.S., Yoo, J.H., Sim, K.S. (2010). An experimental study on the thermal property and the structural lightweight mortar using micro form agent, Journal of the Architectural Institute of Korea, 26(8), 29-36.
  8. Ji, G.B., Mun, J.H., Yang, K.H. (2019). Evaluation of mechanical properties of lightweight concrete using bottom ash aggregates and foam, Journal of the Korea Concrete Institute Accepted.
  9. Kurama, H., Topcu, I.B., Karakurt, C. (2008). Properties of the autoclaved aerated concrete produced from coal bottom ash, Journal of Materials Processing Technology, 209(2), 767-773. https://doi.org/10.1016/j.jmatprotec.2008.02.044
  10. Kim, H.K., Jeon, J.H., Lee, H.K. (2012) Workability, and mechanical, acoustic and thermal properties of lightweight aggregate concrete with a high volume of entrained air, Construction and Building Materials, 29, 193-200. https://doi.org/10.1016/j.conbuildmat.2011.08.067
  11. Lee, K.I., Mun, J.H., Yang, K.H. (2019). A fundamental study to develop low-$CO_2$ high-insulation lightweight concrete using bottom ash aggregates and air foam, Journal of the Korea Concrete Institute, 31(3), Ahead of print.
  12. Lee, K.H. (2018). Reliable Model Proposals for Mechanical Properties and Mixing Proportioning of Lightweight Aggregate Concrete using Expanded Bottom Ash and Dredged Soil Granules, Ph.D Thesis, Kyonggi University.
  13. Lee, D.H., Jun, M.H., Ko, J.S. (2001). Physical properties and quality control of foamed concrete with fly ash for cast-in-site, Journal of the Korea Concrete Institute, 13(1), 66-67.
  14. Neville, A.M. (2011). Properties of Concrete, 5th edition, Wiley&Sons, New York, USA, 376-378.
  15. Yang, K.H., Oh, S.J., Song, J.G. (2006). Mechanical properties of alkali-activated slag-based concrete using lightweight aggregates, Journal of the Korea Concrete Institute, 20(3), 408-412.
  16. Yang, K.H., Lee, K.H. (2015). Tests on high-performance aerated concrete with a lower density, Construction and Building Materials, 74, 109-117. https://doi.org/10.1016/j.conbuildmat.2014.10.030
  17. Yang, K.H., Seo, E.A. (2013). Evaluation of shrinkage strain of alkali-activated slag concrete, Journal of the Korea Concrete Institute, 25(6), 553-559.