• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.493-496
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• 2006

Steel corrosion in concrete is aggravated with the increase of chloride content in concrete. So, there are regulations in the total amount of chloride ions in concrete in Korea and Japan. The purpose of this paper is to propose a resonable method to regulate the amount of chlorides in concrete. In this study, the experimental results showed that it is rather reasonable to regulate the amount of chloride ions in cement than the total amount of the chloride ions in concrete.

• 한국농공학회논문집
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• 제50권4호
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• pp.27-37
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• 2008

It is most serious problem which is various occurs from the agricultural concrete structure and off shore concrete structure the problem which it comes to think is deterioration of the concrete which is caused with the corrosion of the reinforcing steel which is caused by with permeation of the water and the sea water. Specially the off shore concrete structure has been deteriorated by the steel reinforcement corrosion. The latex modified concrete(LMC) was adds latex in the plain concrete as the latex has increase the durability of concrete. This study were accomplished to the estimate the diffusion coefficient of LMC, and the time dependent constants of diffusion. The average chloride diffusion coefficient was estimated. Also, the average chloride diffusion coefficient was compared with diffusion coefficient test results of 28 curing days. The test results indicated that the average chloride diffusion coefficient could closely estimate the test results of the diffusion coefficient test results of 28 curing days.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.945-950
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• 2000

Coastal concrete structure is harmed by physical and chemical action of sea water, impact load, meteorological effect and etc. especially, premature reinforcement corrosion in concrete exposed to sea water has an important problem. In this study, the behavior of chloride ions penetrated through the coastal concrete structure with ordinary portland cement or ground granulated blast furnace slag(GGBFS) was modeled. The physicochemical processes including the diffusion of chloride and the chemical reaction of chloride ion with calcium silicate hydrate and the other constituents of hardened cement paste such as$C_3A$ and $C_4AF$were analyzed by using the Finite Element Method. From analysis result, the corrosion of concrete structure with GGBFS begins 1.69~1.76 times later than that of concrete structure with ordinary portland cement.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.149-154
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• 1997

In order to predict the onset of the corrosion of steel bars in the concrete, a mathematical model including the diffusion of chloride ion in aqueous phase of pores, the adsorption and desorption of chloride ions to and from the surface of solid phase of concrete, and the chemical reaction of chloride ions with solid phase was established. Finite element method was employed to carry out numerical analysis. The chlorides penetrating through the wall of concrete structure from the external environment and the chlorides contained in the concrete admixture were confirmed to be two important factors to determine the onset of corrosion of steel bars.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.693-696
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• 1999

Reinforced concrete is, in general, known as high durability construction material under normal environments due to strong alkalinity of cement. It is , however, well known that moderate or minor cracks in reinforced concrete should be most serious causes to deteriorate the durability of RC structures. Furthermore, chloride contents penetrating through unexpected cracks in reinforced concrete bridges get to weaken corrosion resistance of reinforcement steel in concrete and than to accelerate the deterioration of concrete durability. The objective of this experimental research is 1) to evaluate the effect of various corrosion protection system for reinforced concrete specimens with moderate or minor cracks which are exposed to cyclic wet and dry seawater, and then 2) to develop effective corrosion protection system for reinforced concrete bridges under the exposure of various detrimental environments such as seawater, deicing and etc.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.355-358
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• 2005

Corrosion of reinforced concrete structures in marine environment is one of the most important mechanisms of deterioration. Under Korean highway bridge, the time for the steel reinforcement in the concrete to exhibit initial signs of corrosion is within three decades. Therefore, 'SUM JIN' highway bridge, located in a corrosive marine environment on the south of Korea, had been examined the current condition of the steel reinforcement corrosion in concrete by half-cell potentials, chloride contamination of concrete and so on. According to the tests, the protecting film around the reinforcement is deteriorated and corrosion activity developed in tidal zone. The purpose of this paper is to report the effects of 'SUM JIN' highway bridge damaged by chlodide attack and to present the results of repair of 'SUM JIN' highway concrete bridge in domestic marine environment.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.289-290
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• 2009

본 연구는 알루미나 시멘트 콘크리트(CAC)를 이용하여 염화물의 대한 철근 부식의 저항성을 압축 강도, 염분 침투, 부식을 각각 실험을 통하여 측정하였다. 알루미나 시멘트가 보통 포틀랜드 시멘트(OPC)보다 철근 부식 저항성이 뛰어난 결과가 나왔다.

• 한국재료학회지
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• 제13권9호
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• pp.625-630
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• 2003

Increasing environmental concerns require to solve the problem produced due to the use of heavy metals in coating formulations. Therefore, it is necessary to develop new coating strategy employing inherently conducting polymers such as Polyaniline(PANI). Polyaniline films were electrosynthesized by oxidation of aniline on cold rolled and weathering sheets using the potentiostatic mode from an aqueous oxalic acid medium. Potentiodynamic polarization curves were obtained for cold rolled and weathering sheets in the aqueous solution of 3% sodium chloride. The structure and properties of polyaniline film were elucidated using SEM, DSC, SST. A high corrosion resistance of polyaniline films were observed with a gain of the corrosion potential around 600-900 mV positive in the substrate covered with polyaniline than in the case without it.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.59-60
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• 2014

To prevent the rusting of steel, a variety of finishing materials has been applied. When steel is exposed to an extreme chloride environment, however, the thermal performance and aging of the finishing materials cause the material to lose its rust protective performance. In this study, an accelerated corrosion test was performed on five different finishing materials for steel, to determine the critical values of corrosion. As the result, the critical value of corrosion was found with no coat between 0.58mg/d㎡ and 0.73mg/d㎡, with urethane coat between 7.89mg/d㎡~8.46mg/d㎡, with one-layered red lead coat between 57.95mg/d㎡ and 69.48mg/d㎡, and with staleness201 between 80.73mg/d㎡ and 89.35mg/d㎡.

• 한국터널지하공간학회 논문집
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• 제8권3호
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• pp.259-271
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• 2006

본 연구에서는 시멘트 모르타르계 충전재에서 염화물의 확산에 의해 발생할 수 있는 록볼트의 부식 가능성을 예측하고자 하였다. 장기적인 내구성 측면에서 지하수에 포함된 황산염이나 염화물과 같은 화학적 성분들에 의해 록볼트 성능이 저하될 수 있으며, 특히 록볼트 강봉은 주로 염화물에 의해 부식된다. 이러한 록볼트의 부식은 강봉의 체적 팽창을 야기하여 결국 록볼트 충전재에 균열을 발생시키게 된다. 따라서 본 연구에서는 염화물에 의한 록볼트의 부식여부를 평가하고 록볼트의 장기 내구성을 예측하기 위한 척도로서, 시멘트 모르타르계 충전재의 염화물 확산계수를 이용하였다. 이때 염화물 확산계수를 측정하기 위하여 전기촉진시험법을 적용하였다.또한 실험실조건에서 록볼트의 인발내력을 보다 쉽게 측정하기 위하여 간단한 인발시험 시스템을 새롭게 제안하였다. 본 연구의 실험결과, 일반적인 콘크리트 재료에서보다 시멘트 모르타르계 충전재에서 염화물의 확산이 더욱 용이 한 것으로 나타났다. 즉, 록볼트가 완전 충전된 경우라 할지라도 부식을 발생시킬 수 있는 화학적 성분의 농도가 높은 경우, 화학적 성분의 확산에 의해서 단기간에 록볼트가 쉽게 부식될 수 있는 것으로 나타났다.