DOI QR코드

DOI QR Code

산업부산물들 혼입에 의한 친환경 초고성능 콘크리트의 유동화제 사용량 감소

Reduction of Superplasticizer Dosage in Eco-friendly Ultra-high Performance Concrete by Adopting Industrial by-Products

  • 김희애 (한국철도기술연구원 신교통연구본부) ;
  • 표석훈 (한국철도기술연구원 신교통연구본부) ;
  • 김형기 (조선대학교 건축학부 (건축공학전공))
  • Kim, Heeae (New Transportation Systems Research Center, Korea Railroad Research Institute) ;
  • Pyo, Sukhoon (New Transportation Systems Research Center, Korea Railroad Research Institute) ;
  • Kim, Hyeong-Ki (School of Architecture, Chosun University)
  • 투고 : 2016.03.28
  • 심사 : 2016.06.13
  • 발행 : 2016.06.30

초록

산업부산물을 사용한 친환경 초고성능 콘크리트(Ultra-high performance concrete, UHPC)의 시공성 확보를 위해 요구되는 초유동화제의 적정 혼입량을 검토하였다. UHPC에 적용한 산업부산물은 고로슬래그 미분말, 화력발전소 바텀애시, 급랭 슬래그였다. 일반적인 UHPC에 사용되던 기존 재료를 산업부산물로 부분 혹은 전량 치환한 배합에, 다양한 초유동화제 혼입량을 적용하였다. 부산물 사용에 의해 UHPC의 유동성이 개선되었으며, 이 때 초유동화제 혼입량을 감소시킨 경우에도 유동성 및 압축강도의 저하는 발견되지 않았다. 부산물 사용 및 초유동화제 혼입량 감소로 인해 UHPC의 재료 가격이 감소함을 확인하였다.

Assessment on adequate dosage of superplasticizer in eco-friendly ultra-high performance concrete (UHPC) containing industrial by-products was carried out from the standpoint of workability. Various types of industrial by-products, including blast-furnace slag, coal bottom ash and rapid-cooled electric arc furnace oxidizing slag, were utilized, and the effects of dosage of superplasticizer on the workability and strength of UHPC containing the by-products were evaluated. By utilizing the by-products, the workability of UHPC was improved and required dosage of superplasticizer was reduced. In addition, the material cost for UHPC with by-products was decreased due to reduced dosage of superplasticizer.

키워드

참고문헌

  1. Wille, K., Naaman, A.E., Parra-Montesinos, G.J., 2011: Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): A simpler way, ACI Materials Journal, 108(1), pp. 46-54.
  2. Pyo, S., Wille, K., El-Tawil, S., Naaman, A.E., 2015: Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension, Cement and Concrete Composites, 56, pp. 15-24. https://doi.org/10.1016/j.cemconcomp.2014.10.002
  3. Pyo, S., El-Tawil, S., 2015: Capturing the strain hardening and softening responses of cementitious composites subjected to impact loading, Construction and Building Materials, 81, pp. 276-283. https://doi.org/10.1016/j.conbuildmat.2015.02.028
  4. Tran, N.T., Kim, D.J., Tran, T.K., Park, J.K., Jeon, J.K., 2016: Fracture energy of ultra-high-performance fiberreinforced concrete under high strain rates, Cement and Concrete Research, 79, pp. 169-184. https://doi.org/10.1016/j.cemconres.2015.09.011
  5. Alkaysi, M., El-Tawil, S., Liu, Z., Hansen, W., 2016: Effects of silica powder and cement type on durability of ultra high performance concrete (UHPC), Cement and Concrete Composites, 66, pp. 47-56. https://doi.org/10.1016/j.cemconcomp.2015.11.005
  6. Mehta, P.K., 2001: Reducing the environmental impact of concrete, Concrete international, 23(10), pp. 61-66.
  7. Blok, K., de Jager, D., Hendriks, C., Kouvaritakis, N., Mantzos, L., 2001: Economic evaluation of sectoral emission reduction objectives for climate change-Comparison of topdown and bottom-up analysis of emission reduction opportunities for CO2 in the European Union, Ecofys, AEA and NTUA, Report for European Commission, DG Environment, Brussels, September.
  8. Oner, A., Akyuz, S., 2007: An experimental study on optimum usage of GGBS for the compressive strength of concrete, Cement and Concrete Composites, 29(6), pp. 505-514. https://doi.org/10.1016/j.cemconcomp.2007.01.001
  9. Yazici, H., Yardimci, M. Y., Yigiter, H., Aydin, S., Turkel, S., 2010: Mechanical properties of reactive powder concrete containing high volumes of ground granulated blast furnace slag, Cement and Concrete Composites, 32(8), pp. 639-648. https://doi.org/10.1016/j.cemconcomp.2010.07.005
  10. Yang, S. L., Millard, S. G., Soutsos, M. N., Barnett, S. J., Le, T. T., 2009: Influence of aggregate and curing regime on the mechanical properties of ultra-high performance fibre reinforced concrete (UHPFRC), Construction and Building Materials, 23(6), pp. 2291-2298. https://doi.org/10.1016/j.conbuildmat.2008.11.012
  11. Ahmad, S., Hakeem, I., Maslehuddin, M., 2014: Development of UHPC Mixtures Utilizing Natural and Industrial Waste Materials as Partial Replacements of Silica Fume and Sand, The Scientific World Journal, 2014.
  12. Zhao, S., Sun, W., 2014: Nano-mechanical behavior of a green ultra-high performance concrete, Construction and Building Materials, 63, pp. 150-160. https://doi.org/10.1016/j.conbuildmat.2014.04.029
  13. Yu, R., Tang, P., Spiesz, P., Brouwers, H. J. H., 2014: A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA), Construction and Building Materials, 60, pp. 98-110. https://doi.org/10.1016/j.conbuildmat.2014.02.059
  14. Yu, R., Spiesz, P. Brouwers, H. J. H., 2015: Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses, Cement and Concrete Composites, 55, pp. 383-394. https://doi.org/10.1016/j.cemconcomp.2014.09.024
  15. Song, H. W., Saraswathy, V., 2006: Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag-an overview, Journal of Hazardous Materials, 138(2), pp. 226-233. https://doi.org/10.1016/j.jhazmat.2006.07.022
  16. Pyo, S., Kim H.K., Kim H., 2016: Characteristics of an eco-friendly UHPC incorporating coal bottom ash, Proceedings of HiPerMat 2016 4th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials, Kassel, Kassel University Press, March 9-11, 118, pp. 6.
  17. Koh, T., Hwang, S., 2015: Field evaluation and durability analysis of an eco-friendly prestressed concrete sleeper, Journal of Materials in Civil Engineering, 27(7), B4014009. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001109
  18. Koh, T. H., Lee, S. J., Shin, M. H., Kim, B. S., Lee, J. K., Lee, T. Y., 2010: Evaluation for contents of contaminants and leaching characteristics of bottom ash, Journal of The Korean Geo-Environmentral Society, 11(6), pp. 77-83.
  19. Kim, H. K., and H. K. Lee., 2011: Use of power plant bottom ash as fine and coarse aggregates in high-strength concrete, Construction and Building Materials, 25(2), pp. 1115-1122. https://doi.org/10.1016/j.conbuildmat.2010.06.065
  20. Yu, R., Spiesz, P., Brouwers, H.J.H., 2015: Development of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC): Towards an efficient utilization of binders and fibres, Construction and Building Materials, 79, pp. 273-282. https://doi.org/10.1016/j.conbuildmat.2015.01.050
  21. Sua-Iam, G., Natt, M., 2015: Utilization of coal-and biomass-fired ash in the production of self-consolidating concrete: a literature review, Journal of Cleaner Production, 100, pp. 59-76. https://doi.org/10.1016/j.jclepro.2015.03.038
  22. Kim, H. K., Lee, H. K., 2012: Effects of high volumes of fly ash, blast furnace slag, and bottom ash on flow characteristics, density, and compressive strength of high-strength mortar, Journal of Materials in Civil Engineering, 25(5), pp. 662-665.