DOI QR코드

DOI QR Code

Evaluating the Durability of Concrete Combined with Ground Granulated Blast Furnace Slag using Electrolysis Alkaline Aqueous as Mixing Water

전기분해 알칼리수를 배합수로 사용한 고로슬래그 미분말 혼입 콘크리트의 내구성

  • Jeong, Su-Mi (Department of Architectural, Mokwon University) ;
  • Kim, Ju-Sung (Department of Architectural, Mokwon University) ;
  • Park, Sun-Gyu (Department of Architectural Engineering, Mokwon University)
  • Received : 2023.06.14
  • Accepted : 2023.07.07
  • Published : 2023.08.20

Abstract

This research aimed to enhance the initial strength of concrete that is mixed with ground granulated blast furnace slag, as well as to fortify its resistance to carbonation and chloride ion permeation. To achieve this, alkaline aqueous, produced through the electrolysis of potassium carbonate, was employed as the mixing water in the preparation of concrete. To substantiate the increment in initial strength, compressive strength measurements of the concrete were executed. Additionally, an accelerated carbonation test and a chloride ion permeation resistance test were undertaken. The results confirmed that the initial strength of the concrete, which utilized electrolysis alkaline aqueous as mixing water, exhibited an improvement in comparison to concrete mixed with conventional water. It was also verified that both carbonation resistance and chloride ion permeation resistance showed enhancements.

본 연구에서는 고로슬래그 미분말을 혼입한 콘크리트의 초기강도를 증진시키고, 탄산화 저항성과 염해 저항성을 향상시키기 위해 탄산칼륨을 전기분해하여 생성된 알칼리수를 배합수로 사용하여 콘크리트를 제작하였다. 초기강도 증진을 확인하기 위해 압축강도 측정을 진행하였으며, 촉진 탄산화 시험과 염소이온 침투저항성 시험을 진행하였다. 실험결과 일반 배합수를 사용한 콘크리트에 비해 전기분해 알칼리수를 배합수로 활용한 콘크리트의 초기강도가 증진된 것을 확인하였으며, 탄산화 저항성과 염소이온 침투저항성 또한 향상된 것을 확인하였다.

Keywords

Acknowledgement

This research was funded by the National Research Foundation of Korea(NRF), grant funded by the South Korean government(MSIT)(No. NRF-2020R1A2C1011957).

References

  1. Park PJ, Lee KM. Evaluation of global warming impacts of portland cement manufacturing process using life cycle assessment. Journal of Korean Society of Environmental Engineers. 2003 Apr;25(6):688-93.
  2. Kim RH, Current state of carbon dioxide emission in cement industry and proposal for the environment load reducing cement used inorganic construction wastes. Magazine of RCR. 2019 Mar;14(1):22-8. https://doi.org/10.14190/MRCR.2019.14.1.022
  3. Park SG, Treatment of Ash from power plant by-product using plasma and arc discharge. Magazine of RCR. 2020 Apr;15(4):43-7. https://doi.org/10.14190/MRCR.2020.15.4.043
  4. Choi SW, Kim V, Chang WS, Kim EY. The present situation of production and utilization of steel slag in Korea and other countries. Magazine of the Korea Concrete Institute. 2007 Nov;19(6):28-33. https://doi.org/10.22636/MKCI.2007.19.6.28
  5. Seo H, Kim DH. Development of reinforcement grout materials using reinforcing fiber and blast furnace slag powder. Journal of the Korean Geosynthetics Society. 2019 Sep;18(3):101-12. https://doi.org/10.12814/jkgss.2019.18.3.101
  6. Park SG, Kwon SJ, Kim YM, Lee SS. Reaction properties of non-cement mortar using ground granulated blast furnace slag. The Journal of the Korea Contents Association. 2013 Sep;13(9):392-9. https://doi.org/10.5392/JKCA.2013.13.09.392
  7. Lee SH, Kim WK, Kang SH. Hydration mechanism of ground granulated blast furnace slag. Magazine of the Korea Concrete Institute. 2012 Nov;24(6):31-4. https://doi.org/10.22636/MKCI.2012.24.6.31
  8. Moon HY, Shin DG. Effect alkali activators on early compressive strength of blast furnace slag mortar. Journal of The Korea Institute for Structural Maintenance and Inspection. 2005 Jul;9(3):120-8.
  9. Kim RH, Kim GY, Kim JH, Lee BK, Cho BS. Effect of types and replacement ratio of alkali activator on compressive strength of ground granulated blast furnace slag mortar. Journal of the Korean Recycled Construction Resources Institute. 2014 Dec;2(4):360-6. https://doi.org/10.5392/10.14190/JRCR.2014.2.4.360
  10. Kim HJ, Yang JK. Shrinkage behavior of geopolymer mortar with expansive additive. Journal an academic conference of Concrete society. 2017 Nov;29(2):597-8.
  11. Song JK, Song KI, Yang KH. Importance and characteristics of geopolymer concrete technology. Magazine of RCR. 2017 Mar;12(1):8-15. https://doi.org/10.14190/MRCR.2017.12.1.008
  12. Kim SA, Park SG. Hydration properties of high volume cement matrix using blast furnace slag and alkaline aqueous by electrolysis. Journal of the Korean Recycled Construction Resources Institute. 2017 Mar;5(1):8-13. https://doi.org/10.14190/JRCR.2017.5.1.008
  13. Hwang GJ, Choi HS. Hydrogen production systems through water electrolysis. Membrane Journal. 2017 Dec;27(6):477-86. https://doi.org/10.14579/MEMBRANE_JOURNAL.2017.27.6.477
  14. KS F 2403. In Standard Test Method for Making and Curing Concrete Specimens. Seoul (Korea): Korean Agency for Technology and Standards; 2014. 14 p.
  15. KS F 2405. Standard Test Method for Compressive Strength of Concrete. Seoul (Korea): Korean Standard; 2017. 12 p.
  16. KS F 2596. In Method for Measuring Carbonation Depth of Concrete. Seoul (Korea): Korean Standards & Certification Information Center; 2004. 7 p.
  17. KS F 2711. Testing method for resistance of concrete to chloride ion penetration by electrical conductance. Seoul (Korea): Korean Standard; 2022. 24 p.
  18. ASTM C 1202. Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. West Conshohocken (PA): ASTM International; 2005. 8 p.
  19. Shi C, Stegemann J, Caldwell R. Effect of supplementary cementing materials on the rapid chloride permeability test (AASHTOT 277 and ASTM C 1202) results. Materials Journal. 1998 Jul;95(4):389-94. https://doi.org/10.14359/381