DOI QR코드

DOI QR Code

황산, 염소이온 반응 소재 혼입 수용액에서의 이온반응성 및 전기화학적 철근 부식에 관한 실험적 연구

An Experimental Study on the Ion Reaction and the Electrochemical Rebar-Corrosion in Aqueous Solution Mixed with Sulfate and Chloride Ion-Reactive Material

  • 투고 : 2018.09.30
  • 심사 : 2018.12.11
  • 발행 : 2019.02.20

초록

본 연구에서는 하수 환경의 콘크리트 구조물(암거, 처리시설)용 보수재료의 요소기술로서 콘크리트 유해요인($SO{_4}^{2-}$, $Cl^-$)을 능동적으로 제어(고정, 반응)하는 아민유도체 및 이온교환수지를 대상으로, 시멘트세공용액을 모사한 수산화칼슘 수용액을 이용하여 이온 크로마토그래피 분석으로 유해요인 흡착성능을 확인하고, Potentiostat으로 철근 부식 저항성을 평가하였다. 실험결과, 아민유도체는 염소이온의 흡착, 이온교환수지는 황산이온의 흡착에 우수한 것으로 확인되었으며, 하수시설환경을 모사한 수용액에서 두 소재의 적절한 조합으로 부식 저항성을 증가시킬 수 있는 것을 확인하였다.

In this study, amine derivatives and ion exchange resins were selected to actively control penetration ions ($SO{_4}^{2-}$, $Cl^-$) as the element technology of repair materials for concrete structures in drainage environments. Ions ($SO{_4}^{2-}$, $Cl^-$) adsorption performance and corrosion resistance of calcium hydroxide solution with amine derivative and ion exchange resin were confirmed by ion chromatography and potentiostat analysis. As a result of the experiment, it was confirmed that the amine derivative is excellent in the adsorption of chlorine ion and the ion exchange resin is excellent in the adsorption of sulfate ion. It has been confirmed that corrosion resistance can be increased by proper combination of two materials in the calcium hydroxide solution containing sulfate ion and chloride ion simulating sewage environment.

키워드

GCSGBX_2019_v19n1_31_f0001.png 이미지

Figure 1. Study flow

GCSGBX_2019_v19n1_31_f0002.png 이미지

Figure 3. Evaluation of electrochemical corrosion properties

GCSGBX_2019_v19n1_31_f0003.png 이미지

Figure 4. Result of IC ($SO_4{^{2-}}$)

GCSGBX_2019_v19n1_31_f0004.png 이미지

Figure 5. Result of IC (Cl-)

GCSGBX_2019_v19n1_31_f0005.png 이미지

Figure 6. Polarization curves

GCSGBX_2019_v19n1_31_f0006.png 이미지

Figure 7. Impedance-frequency bode plots

GCSGBX_2019_v19n1_31_f0007.png 이미지

Figure 2. Ion chromatographic analysis (anion detection)

Table 1. Experimental variable (detection of $SO_4{^{2-}}$ ion)

GCSGBX_2019_v19n1_31_t0001.png 이미지

Table 2. Experimental variable (detection of T500 ion)

GCSGBX_2019_v19n1_31_t0002.png 이미지

Table 3. Equipment and experimental conditions (IC)

GCSGBX_2019_v19n1_31_t0003.png 이미지

Table 4. Experimental variable (evaluation of corrosion)

GCSGBX_2019_v19n1_31_t0004.png 이미지

Table 5. Equipment and experimental conditions (potentiostat)

GCSGBX_2019_v19n1_31_t0005.png 이미지

Table 6. Corrosion potential

GCSGBX_2019_v19n1_31_t0006.png 이미지

참고문헌

  1. Ahn JW, CHO JH, Lee SH, Kim NY, Myung GM. Strengthening public-private partnership for infrastructure asset management. Sejong(Korea): korea research institute for human settlements; 2017. p. 14-7.
  2. Oh KC, Ryu KJ, Bae TH, Kim DH, Bae JJ. Inspection of chemical attacked sewage concrete structures. Magazine of the Korea Concrete Institute. 2006 Mar;18(2):22-6. https://doi.org/10.22636/MKCI.2006.18.2.22
  3. Hong SI, Im JY, Gil KI. Improvement of strength and prevention of twist strain in sewer pipe using glass fiber and twist prevention band. Journal of Wetlands Research. 2017 Feb;19(1):63-8. https://doi.org/10.17663/JWR.2017.19.1.063
  4. Ryu HS, Kim SY, Kim SK, Lee HS. A study on the anti-corrosion properties of organic and inorganic inhibitor by electrochemical evaluation method in saturated aqueous solution of calcium hydroxide. Journal of the Korea Institute for Structural Maintenance and Inspection. 2013 Jul;10(18):66-74.
  5. Ormellese M, Berra M, Olzoni F, Pastore T. Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures. Cement and Concrete Research. 2006 Feb;36(10):536-47. https://doi.org/10.1016/j.cemconres.2005.11.007
  6. Maeder U. A new class of corrosion inhibitors for reinforced concrete. ACI Special Publication. 1996 Jan;163:215-32.
  7. Ryu HS, Shin SH, Lee HS. An experimental study on the resistance to penetration of harmful ions in surface coatings material containing organic corrosion inhibitor. Journal of the Korea Institute Building and Construction. 2017 Apr;17(2):157-66. https://doi.org/10.5345/JKIBC.2017.17.2.157
  8. Park CG, Kim HS, Lee JM. Applicability evaluation of the wastewater treatment system using magnetic ion exchange resin in the existing wastewater treatment plant. International journal of fluid machinery and systems. 2014 Apr;17(2):35-40. https://doi.org/10.5293/kfma.2014.17.2.035
  9. Shin GW, Kang YH, Ahn JW, Hyeon SG. Recovery of tin from waste tin plating solution by ion exchange resin. Journal of Korean Institute of Resources Recycling. 2015 Jun;24(3):51-8. https://doi.org/10.7844/kirr.2015.24.3.51
  10. Lee SG, Chae HJ, Yoo JW, Kim EY. Pretreatment of feedstock by ion exchange resin catalyst in biodiesel process. Biotechnology and Bioprocess Engineering. 2006 Jan;21(1):68-71. https://doi.org/10.1007/s12257-015-0618-7
  11. Lee DJ, Park JS. Application of capacitive deionization packed ion exchange resins in two flow channels. Journal of Electrochemical Science and Technology. 2015 Feb;18(1):24-30.
  12. Kim MS, Park JW. Reversible, solid state capture of carbon dioxide by hydroxylated amines. Chemistry Communications. 2010 Oct;46(10):2507-9. https://doi.org/10.1039/b921688j
  13. Rezaei F, Rownaghi AA, Monjezi S, Lively RP, Jones CW. SOx/NOx Removal from Flue Gas Streams by Solid Adsorbents: A Review of Current Challenges and Future Directions. Energy Fuels. 2015 Aug;29(9):5467-86. https://doi.org/10.1021/acs.energyfuels.5b01286
  14. Saremi M, Mahallati E. A study on chloride-induced depassivation of mild steel in simulated concrete pore solution. Cement and Concrete Research. 2002 Dec;32(12):1915-21. https://doi.org/10.1016/S0008-8846(02)00895-5
  15. Bohni H, Uhlig HH. Environmental factors affecting the critical pitting potential of aluminium. Journal of The Electrochemical Society. 1969 Jan;116(7):906-10. https://doi.org/10.1149/1.2412167
  16. Walter GW. A review of impedance plot methods used for corrosion performance analysis of painted metals. Corrosion Science. 1986 Apr;26(9):681-703. https://doi.org/10.1016/0010-938X(86)90033-8