• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.537-542
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• 2001

Recently long-span bridges, such as Kwang-Ahn Grand bridge, Seo-Hae Grand Bridge, Young-Jong Grand Bridge, etc, have been designed and constructed near the shore. It needs to maintain the durability of marine concrete structures which are exposed to severe chloride environments. It is well known that corrosion of reinforcement steels in concrete structure is the most important cause for the durability of concrete structure which can be controlled by systematic preparatory corrosion protection works for economic and safe infrastructures. Various corrosion protection systems have been used for the corrosion protection of reinforcement steels from detrimental chemical components such as chloride, sulphate and etc. Since chloride can be penetrated into concrete in a variety way, an effective method has to be adopted by taking into full economical aspects and technical data of each protection system. The objective of this experimental study is to investigate the corrosion behavior of reinforcing steel in laboratory concrete specimens which are exposed to cyclic wet and dry saltwater, and then to develop pertinent corrosion protection system, such as corrosion inhibitors and cathodic protection for reinforced concrete bridges exposed to chloride environment. Resistance of various corrosion inhibitors and impressed current system have been experimentally evaluated under severe environmental conditions, and thus effective corrosion protection systems could have been Practically developed for future concrete construction.

• 전기학회논문지
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• 제63권3호
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• pp.414-417
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• 2014

At present, the demand for electric power increases, the electric power system is complicated. The size of the line-to-ground fault and the line-to-line fault occurred with complication of electric power system continue to increase, therefore several issues are raised. To address these issues effectively, the superconducting fault current limiter (SFCL) has been proposed, this study is ongoing. In this paper, we applied the SFCL in three-phase transformer and comparative analysis of the electric power burden to the SFCL. The superconductor is combined to the third winding of transformers in connection structure. In case of a third line-to-line fault, we did comparative analysis of the electric power burden to the SFCL based on the turn ratio of transformer third winding. In this case, we could confirm as the third turn ratio increased, electric power impressed to the superconducting element increased.

• 한국가스학회지
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• 제12권1호
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• pp.19-24
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• 2008

산업화, 도시화에 따라 관리 주체가 다른 지중 금속시설물들이 크게 늘고 있으며 이러한 시설물의 보호를 위한 전기방식법, 특히 외부전원법의 적용이 전기방식에 대한 인식의 확산과 더불어 크게 증가하고 있다. 그러나 시스템의 설치를 위한 공간 확보의 어려움과 더불어 시설물 상호간의 표류전류 간섭 문제가 개별 관리주체로서는 해결할 수 없는 현안이 되고 있다. 이에 본 논문에서는 개별적으로 적용되던 전기방식 시스템 상호간의 간섭 사례를 현장 진단을 통하여 예시하고 이에 대한 대책으로 공용양극 외부전원 시스템을 설계, 현장 실증을 통하여 하나의 대안으로 제시하였다.

• 한국정보통신학회논문지
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• 제19권6호
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• pp.1515-1524
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• 2015

최근 선박의 부식을 방지할 목적으로 전기적인 방식 장치를 이용하여 선체와 프로펠러의 부식을 방지하는 장치가 많이 이용되고 있는 추세이다. 그러나 전기적 방식 방법은 선체 내부의 전원장치에 의해 선체 주위의 해수로 전류를 방사하여 선체와 프로펠러가 부식이 되지 않는 상태로 인위적으로 만들어 주는 방법을 사용하는데, 해수에 방사되는 방식전류로 인하여 선체 외부에서 전자장 신호가 발생하게 된다. 본 논문에서는 선체 외부의 수중에서 발생하는 전자장 신호를 분석하고, 이에 대한 감소 대책에 대한 연구를 수행하는 것을 목표로 하였다. 기존의 축 접지 시스템에서는 축 전위가 100[mV] 이상 이며, 교류 전류 성분이 전체의 10% 이상을 차지하였으나, 본 논문에서는 방식전류내에서 교류전자장을 발생하는 교류 전류 성분과 축 전위가 각각 1% 와 2[mV]이내로 유지되게 하는 제어 시스템을 설계하고, 모의 실험을 통하여 그 성능을 입증하였다.

• 한국해양공학회지
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• 제25권2호
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• pp.85-91
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• 2011

Many protection methods such as surface coating, electric protection, or other methods have been applied to the numerous steel structures widely used in continental and marine areas to control their corrosion, which is done from an economic point of view. Most of these steel structures are primarily protected by coating methods. However, some steel piles under seawater are protected by the electric protection method, that is, either using an impressed current or a sacrificial anode method. Furthermore, environmental contamination may cause a severely corrosive environment, which, in turn, causes the accelerated corrosion of steel structures. Subsequently, coated steel structures could deteriorate more rapidly than the designed lifetime because of the acid rain caused by air pollution, etc. Therefore, a coating of marine paint exposed to seawater, that is, underwater hardening painting, is increasingly required to be fast drying as well as highly corrosion resistant. In this study, five types of underwater hardening paints were prepared with different resin series and additives. Their corrosion and water resistances were investigated using electrochemical methods such as corrosion potential, polarization curves, impedance and cyclic voltammogram measurements, etc. Even though it is generally accepted that the corrosion resistance of bare steel tends to increase with a shift of the corrosion potential in the noble direction, the corrosion resistance of a sample with a coating exhibited a relatively better tendency when it had a lower corrosion potential in this study. The corrosion current density was also decreased with a decrease in the diffusion limiting current density, which may mean that there is some relationship between corrosion and water resistance. The S sample of the ceramic resin series showed the relatively best corrosion and water resistance among those of samples, while the worst corrosion and water resistance were observed for the R sample of the epoxy resin series. The corrosion and water resistance of those samples tended to deteriorate with an increase in the immersion days, and their corrosion and water resistances were considered to be apparently improved by the types of resin and additives.