• 제목/요약/키워드: Corrosion Inhibitors

검색결과 147건 처리시간 0.031초

Evaluation of Hydrogen Sulfide Corrosion Inhibitors for Wet Gas Pipeline Steel

  • Huy, Vu Dinh;Thoa, Nguyen Thi Phuong;Phong, Tran Quoc;Hoang, Nguyen Thai
    • Corrosion Science and Technology
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    • 제4권3호
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    • pp.95-99
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    • 2005
  • Wheel test and potentiodynamic polarization methods were used to evaluate the relative effectiveness of some hydrogen sulfide corrosion inhibitors for the wet gas pipeline API 5L grade X 65 steel. Five commercially corrosion inhibitors have been studied in the deoxygenated produced water solutions containing 10 ppm and 100 ppm of hydrogen sulfide. Based on the experiment results the steel corrosion inhibition mechanism in discussed and two most effective corrosion inhibitors are selected.

염화물을 함유한 콘크리트 중의 철근방식을 위한 방청제의 효과 (Effect of Corrosion Inhibitor for Reinforcing Steel in Concrete Containing Chlorides)

  • 문한영;김성수
    • 콘크리트학회지
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    • 제10권6호
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    • pp.325-333
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    • 1998
  • 염화물에 의한 콘크리트 중의 철근부식을 억제하기 위하여 콘크리트 배합시 방청제를 사용하는 방안이 일반적으로 많이 사용되고 있으나. 국내에서는 아직까지 방청제의 방식효과에 대한 연구는 찾아보기 어려운 실정이다. 본 연구에서는 염화물의 영향을 받는 콘크리트 중의 철근부식 억제를 위한 방안으로 방청제를 사용하여 철근의 방청효과를 알아보기 위하여 3종류의 방청제와 각각 사용량을 변화시킨 시험체를 제작하여 부식촉진 실험을 실시하였으며, 철근의 자연전위와 부시면적율을 측정하여 방식효과에 대하여 평가하였다. 그 결과 염화물의 혼입량이 지나치게 많을 경우에는 방청제의 양을 증가시켜도 방청효과가 크게 향상되지 않았으나. 염화물의 혼입량을 동일하게 사용하고 방청제의 양을 증가시켜도 방청효과가 크게 향상되지 않았으나, 염화물의 혼입량을 동일하게 방청제의 양을 증가시킬 경우에는 방청효과가 현저하게 좋아짐을 알 수 있었다.

The Effect of Corrosion Inhibitor on Corrosion Control of Copper Pipe and Green Water Problem

  • Lee, Ji-Eun;Lee, Hyun-Dong;Kim, Gi-Eun
    • Environmental Engineering Research
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    • 제17권1호
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    • pp.17-25
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    • 2012
  • Concern about green water problem has surfaced as a serious issue in Korea. In order to solve this problem, it is necessary to research inhibition of green water and corrosion control of copper pipe in water service. This paper discovered that moderate corrosion inhibitors can solve the green water problem and copper corrosion in water service by adding the optimal concentration of corrosion inhibitors based on regulation. Firstly, in the case of phosphate based corrosion inhibitors, as dosage of the corrosion inhibitor increases from 1 mg/L to 5 mg/L, the relative effect of corrosion inhibitor declines rapidly. Secondly, except for 1 mg/L dosage of silicate based inhibitor, relative effects of the inhibitor displays a positive number depending on inhibitor concentration. The most significant result is that the amount of copper release shows a downward trend, whereas the phosphate based inhibitor accelerates copper ion release as the inhibitor dosage increases. Thirdly, as the dosage of mixed inhibitors increases to 10 mg/L, the copper release change shows a similar trend of phosphate based inhibitor. Lastly, according to the Langelier saturation index (LI), silicate based inhibitors have the most non corrosive value. Larson ratio (LR) indicates that phosphate based inhibitors are the least corrosive. Korea water index (KWI) represents that silicate based inhibitors are most effective in controlling copper pipe corrosion.

철근 콘크리트 시험편의 철근방식에 관한 측정법 (Corrosion Measurements on Reinforcing Rebars in Reinforced Concrete Specimen)

  • 이강균;장지원;한기훈;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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    • pp.281-286
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    • 1997
  • Recent construction activities and maintenance of marine facilities have been accelerating to keep up with rapid economic growth in Korea. Marine concrete structures are exposed to salts an chloride from ocean environments. The corrosion of reinforcement steel caused by chloride-penetration into concrete may severely effect the durability of concrete structures. The objective of this research is to develop a durable concrete by investigating the corrosion resistance of various corrosion protection systems utilizing different water/cement ratio, silica fumes, corrosion inhibitors and etc. A tow-year verification test on various corrosion protection systems has been doing in the laboratory and at the seaside. Corrosion investigations on reinforcement steel are now under progress for more than 180 concrete specimen. Corrosion-related measurements include macrocell corrosion current, instant-off voltage between corroding and noncorroding reinforcement, chloride contents, the corroded surface areas on the reinforcement steel, and etc. A low level of corrosion is investigated on reinforcement steels in concrete specimen made with corrosion inhibitors or applied aqueous impregnating corrosion inhibitors into their surface, even though high chloride contents of concrete specimen.

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콘크리트 중의 철근방식을 위한 방청제의 적용 (Application of Corrosion Inhibitors to Protect the Corrosion of Reinforcement in Concrete)

  • 문한영;김성수;김홍삼;안기용
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.751-754
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    • 1999
  • Corrosion inhibitors are widely used to protect chloride-induced corrosion of reinforcement in concrete. However, the number of researches on the corrosion of reinforcement, when corrosion inhibitor is used, is not enough for actual application in the field. In addition, on corrosion of reinforcement a quantitative standard about corrosion inhibitor does not exist and the data about its influencing concrete are relatively rare. In this study, the effectiveness of rebar corrosion protection, setting time, compressive strength, chloride ion's penetration, and diffusion test were performed using with three different kinds of corrosion inhibitors.

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Influence of Inhibitors on the Corrosion of Al and Al-composites in Chloride-containing Solutions - A Review

  • Kumar, Neeraj;Srivastava, Ashok K.;Gautam, Prabhat;Manoj, M.K.
    • 한국재료학회지
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    • 제32권5호
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    • pp.280-286
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    • 2022
  • Corrosion is a natural, inevitable process, and is one of the world's most serious problems. Losses incurred due to corrosion are extremely expensive for society. Several technological strategies have been explored and implemented to address these losses. The use of inhibitors to prevent corrosion is a common and efficient method to reduce corrosion losses. This review covers Al and Al-composite corrosion inhibitors in chloride-containing solutions, because of their popularity in a broad array of industrial applications. A vast number of studies in the literature detail the common tendency of Al and Al-composites with reinforcements to deteriorate. Accordingly, it is worthwhile to employ inhibitors to protect them, as discussed in the present work. The emphasis is on selecting the smartest corrosion inhibitor and evaluating its performance. According to the study, the most commonly used corrosion inhibitors are 1,4-naphthoquinone (NQ), 1,5-naphthalene diol, 3-amino-1,2,4-triazole-5-thiol (ATAT), ammonium tetrathiotungstate, clotrimazole, amoxicillin, antimicrobial and antifungal drugs. Electrochemical impedance spectroscopy (EIS), potentiodynamic (PDP), and weight loss were among the most commonly used modern electrochemical technologies to test inhibitors' efficacy under environmental conditions.

Corrosion Protection Method of Reinforcing Steel in Concrete by Using Corrosion Inhibitors

  • Bae Su-Ho;Chung Young-Soo;Kim Dae-Ho
    • KCI Concrete Journal
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    • 제14권4호
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    • pp.145-150
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    • 2002
  • Reinforced concrete is inherently a durable composite material. When properly designed for the environment to be exposed and carefully constructed, reinforced concrete is capable of giving maintenance-free performance. However, unintentionally using improper materials such as non-washed sea sand having much salt together with poor controlled quality, or the concrete are placed in highly severe environment such as marine atmosphere, the corrosion of reinforcing steel in concrete becomes one of the most significant concerns of concrete. The purpose of this experimental research is to evaluate the performance of corrosion inhibitors for normal strength and high strength concrete, and to propose desirable measures for controlling corrosion of reinforcing steel in concrete. Test specimens in normal strength and high strength concrete were made with and without corrosion inhibitors. The accelerated corrosion test for reinforcing steel in concrete was adopted in accordance with JCI-SC3, which required the periodic 20 cycles for 140 days. One cycle includes 3 days for the wetting condition of $65^{\circ}C$ and $90\%$ RH, and 4 days for the drying condition of $15^{\circ}C\;and\;60\%$ RH. It was observed from the test that corrosion inhibitors in normal strength concrete and high strength concrete showed excellent corrosion resistance for reinforcing steel in concrete, but the silica fume in high strength concrete was found to have a negligible corrosion resistance if not used with corrosion inhibitors, since the chloride corrosion threshold limit in concrete containing silica fume without corrosion inhibitor was found to be considerably smaller than that of the case with corrosion inhibitor.

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철제유물의 부식억제를 위한 부식억제제에 관한 연구 (A Study on Corrosion Inhibitors for applying to Iron objects)

  • 김혜선;허윤현;김수기
    • 보존과학회지
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    • 제30권1호
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    • pp.1-11
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    • 2014
  • 철제유물의 안정화처리는 부식인자 용출 처리하는 방법에 중점을 두고 있으나 탈염 처리 등 부식인자의 제거여건이 안 갖춰진 경우 부식억제제를 투입하여야 한다. 하지만 철제유물에 적용하는 대표적인 부식억제제가 없으며 이에 대한 연구도 부족한 실정이다. 따라서 본 연구에서는 철제유물의 부식억제제의 실효성을 검증하고 이에 접합한 부식억제제를 제시하는데 그 목적이 있다. 본 연구에서 부식억제제는 BTA, DAN과 MEA, TEA를 선정하였고 분극시험, 접촉각, XPS 등의 분석기기를 이용하여 비교 실험을 하였다. 그 결과 분극시험과 접촉각 실험에서 모든 시편이 소수성의 피막을 형성하며 부식저항성이 높아지는 현상을 통해 부식억제제의 실효성을 검증하였다. 또한 부식억제제의 농도가 높을수록 부식억제 효과가 좋아지는 것을 확인할 수 있었다. BTA는 XPS실험에서 부식성물질을 차단하는 성분인 C-H 결합 peak의 함량이 높게 검출되었으며 분극시험에서 부식전위가 매우 높게 측정되어 철제에도 부식억제 효과를 보이는 것으로 판단된다. 에탄올아민에서 TEA보다는 MEA가 더욱 우수하였으며 MEA는 소수성 피막을 형성하여 야외 철제유물의 부식억제제로 제시할 수 있다.

전기화학적 부식촉진 기법을 이용한 철근 콘크리트 부식의 영향평가 (Application of Electrochemical Accelerated Corrosion Technique to Detection of Reinforcing Corrosion in Concrete)

  • 이수열;이재봉;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.675-678
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    • 1999
  • Rebar corrosion in concrete containing both chloride ions and calcium nitrite inhibitors were investigated by the various electrochemical methods. Rebar corrosion was accelerated by applying the impressed current to the rebar in concrete. Effect of chloride content and inhibitors on rebar corrosion were evaluated. Accelerated corrosion technique is the method to measure the time to the initiation of cracks of reinforced concretes, by applying constant voltage between rebar and the stainless steel cathedes. The increase of concentration of chloride ions in concrete result in the increase in anodic currents and the reduction of time to crack. However addition of inhibitors did not improve corrosion resistance of rebar in concrete. Rebar corrosion in concrete with chloride ions and inhibitors was also analyzed by the immersed tests though the mesurement of corrosion potentials.

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High-temperature electrochemical corrosion behavior of SA106 Grade B carbon steel with corrosion inhibitors in HyBRID solution

  • Sung-Wook Kim;Sang-Yoon Park;Chang-Hyun Roh;Sun-Byeong Kim
    • Nuclear Engineering and Technology
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    • 제55권6호
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    • pp.2256-2262
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    • 2023
  • The electrochemical corrosion behaviors of SA106 Grade B (SA106B) carbon steel in H2SO44-N2H4 and H2SO4-N2H4-CuSO4 solutions at 95 ℃ have been investigated with the addition of commercial corrosion inhibitors (CI#30 and No. 570S), to determine the stability of SA106B in the hydrazine-based reductive metal ion decontamination (HyBRID) process. The potentiodynamic polarization experiment revealed that the corrosion inhibitors were capable of lowering the corrosion rate of SA106B in H2SO4-N2H4 solution. It was found that the corrosion inhibitors induced formation of fixed surface layer on the carbon steel upon the corrosion. This corrosion inhibition performance was reduced in the presence of CuSO4 in the solution owing to the chemical reactions between organic compounds in the corrosion inhibitors and CuSO4. CI#30 showed a better corrosion inhibition effect in the H2SO4-N2H4-CuSO4 solution. Although the corrosion inhibitors can provide better stability to SA106B in the HyBRID solution, their application should be carefully considered because it may result in reduced decontamination performance and increased secondary waste generation.