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알칼리활성화제 치환율에 따른 무시멘트 다공성 콘크리트의 물리·역학적 특성

Physical and Mechanical Properties of Non-Cement Porous Concrete with Alkali-Activator Contents

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초록

The present study is to evaluate physical and mechanical properties of porous concrete having non cement that mainly causes carbonemission. This study aims to explore eco-friendly concrete technology capable of reducing the amount of carbon emission due to theuse of normal cement by substituting it with non cement porous concrete to which alkali-activator and blast-furnace slag powder areimpregnated. As experimental variables, 5 %, 6 %, 7 %, 8 %, 9 % and 10 % of alkali-activator were substituted as binders andapplied. Testing evaluated in this study were pH value, void ratio, compressive strength and residual compressive strength shownafter being immersed in H2SO4 solution and Na2SO4 solution. The test results were compared with those tested with the use ofporous concrete to which 400 kg/m3 of unit cement amount was applied as binder. In consequence, it was concluded that; as forpH value, it was decreased than was the case in which cement was used, but increased with the more the use of alkali activator;as for void ratio and compressive strength, the mix proportion in which 9 % and 10 % of alkali activator were applied in terms ofsubstitution ratio showed the result similar to the mixture in which 400 kg/m3 of unit cement ratio was applied; and, as for residualcompressive strength in the case of being immersed in H2SO4 solution and Na2SO4 solution, the compressive strength was increased,thus leading to improved chemical resistance.

Abstract

The present study is to evaluate physical and mechanical properties of porous concrete having non cement that mainly causes carbonemission. This study aims to explore eco-friendly concrete technology capable of reducing the amount of carbon emission due to theuse of normal cement by substituting it with non cement porous concrete to which alkali-activator and blast-furnace slag powder areimpregnated. As experimental variables, 5 %, 6 %, 7 %, 8 %, 9 % and 10 % of alkali-activator were substituted as binders andapplied. Testing evaluated in this study were pH value, void ratio, compressive strength and residual compressive strength shownafter being immersed in H2SO4 solution and Na2SO4 solution. The test results were compared with those tested with the use ofporous concrete to which 400 kg/m3 of unit cement amount was applied as binder. In consequence, it was concluded that; as forpH value, it was decreased than was the case in which cement was used, but increased with the more the use of alkali activator;as for void ratio and compressive strength, the mix proportion in which 9 % and 10 % of alkali activator were applied in terms ofsubstitution ratio showed the result similar to the mixture in which 400 kg/m3 of unit cement ratio was applied; and, as for residualcompressive strength in the case of being immersed in H2SO4 solution and Na2SO4 solution, the compressive strength was increased,thus leading to improved chemical resistance.

참고문헌 (14)

  1. 조창근, "고인성 섬유보강 무시멘트 복합체의 기초 배합 및 역학 실험", 콘크리트학회 논문집, 24(2), pp.121~127 (2012), 한국콘크리트학회[DOI]
  2. 김건우, "혼합된 나트륨계열 활성화제에 의한 고로슬래그 기반 모르타르의 강도발현 특성", 콘크리트학회 논문집, 24(2), pp.137~145 (2012), 한국콘크리트학회[DOI]
  3. Choi, H. Y., "Experimental Study on the Properties of Concrete by the Kinds of Admixture and the Replacement Ratios of Activated Hwangtoh", Journal of the Korea Concrete Institute, 13(2), pp.123~129 (2001)
  4. Choi, L., "Eco-Concrete", Magazine of the Korea Concrete Institute, 10(6), pp.11~21 (1998)
  5. Han, S. H., "The Future of Concrete Admixture Industry for Low Carbon, Green Growth", Magazine of Concrete Research, 21(4), pp.41~43 (2009)
  6. 김황희, "고로슬래그시멘트를 사용한 다공성 황토콘크리트의 성능 평가", 한국농공학회논문집, 52(3), pp.9~17 (2010), 한국농공학회
  7. Mun, H. Y., "Blast Furnace Slag Aggregate", Magazine of the Korea Concrete Institute, 9(6), pp.18~22 (1997)
  8. 박승범, "산업부산물을 이용한 포러스콘크리트의 식생능력평가", 콘크리트학회 논문집, 14(4), pp.623~629 (2002), 한국콘크리트학회
  9. Park, S. B., "Concrete for Planting", Magazine of the Korea Concrete Institute, 12(5), pp.38~42 (2000)
  10. Park, J. W, "The Experimental Study on The Property of Concrete Which Used Blast Furnace Slag Aggregate", 2001th Proceedings of the Korea Concrete Institute Conference, 13(1), pp.489~494 (2001), Korea Concrete Institute
  11. 성찬용, "식생을 위한 다공성 콘크리트의 중성화 처리 및 양생방법에 따른 pH 저감에 관한 실험적 연구", 한국농공학회논문집, 44(2), pp.99~106 (2002), 한국농공학회
  12. 성찬용, "볏짚재를 활용한 식생콘크리트 블록 개발 및 사면 적용성에 관한 실험적 연구", 한국농공학회논문집, 45(4), pp.107~114 (2003), 한국농공학회
  13. 윤준노, "폐활성탄을 사용한 다공성 콘크리트의 물리․역학적 성질", 한국농공학회논문집, 51(4), pp.21~27 (2009), 한국농공학회
  14. 양근혁, "알카리활성 슬래그 콘크리트의 응력-변형률 관계", 콘크리트학회 논문집, 23(6), pp.765~772 (2011), 한국콘크리트학회

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