• 한국응용과학기술학회지
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• 제20권4호
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• pp.372-376
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• 2003

Water-soluble cutting fluids are used for processing of aluminium materials. This short article describes properties of new additives of water-soluble cutting fluids for aluminium materials. Various Diels-Alder adducts of unsaturated fatty acids with acrylic acid of maleic anhydride were prepared by thermal reactions. Triethanolamine salts of Diels-Alder adducts of dehydrated castor oil fatty acids with acrylic acid or maleic anhydride showed excellent anti-corrosion property of aluminium materals. These thermal adducts showed anti-rust property for cast-iron chips, too.

• 보존과학연구
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• 통권19호
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• pp.61-74
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• 1998

Conservation Treatment Process 1. Inlaying is observed at the back and head of a sword to grasp the inner structure of relics by photographing X-ray. 2. After removing rust of surface, inlaying emerge. 3. After hardening, inlaying emerge to magnetite layer by standing Scapel and Vibrotool throught microscope. Charcterization 1. Most of domestic inlaying become designed to the head of a sword but this inlaying become designed to gold inlaying to the back of a sword. 2. Inlaying is the technique to groove V-shape on the surface of relice and to put gold thread in.

• Journal of Advanced Marine Engineering and Technology
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• 제22권1호
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• pp.67-76
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• 1998

Friction materials for brake linings and clutches have severe performance requirements. The principal function of such frictional elements is to convert kinetic energy to heat, and then either to absorb or to dissipate heat. In order to achieve these objectives, the coefficient of friction must be as high as possible, independent of variations in operating conditions, and the necessary energy conversion must be accomplished with a minimum of wear on the contacting parts. In this study, Al powder, Al bronze powder and Mo powder used in general for automobile brake was sprayed on automobile brake disc to restrain rust and to maintain friction performance. Dynamo and corrosion tests have been carried out. It is concluded that the sprayed disc with Al bronze powder has the most improved frictional performance and anti-corrosive characteristics. The main results obtained can be summarized as follows; 1. From the corrosion current density test for gray cast iron and sprayed disc with powders of Al, Al bronze and Mo, it was cleared that the spray treatment with Al bronze powder showed the most superior anti-corrosive characteristics than other powders. 2. By anode polarization toward the noble direction from corrosion potential, corrosion current density with sprayed brake disc by Al-bronze powder was the lowest. 3. Mean frictional coefficients obtained from dynamo test are as follows : the sprayed disc with Al(99.99%) powder was 0.190 ; the sprayed disc with Al-bronze powder was 0.312 ; the sprayed disc with Mo powder was 0.257 ; the non-sprayed disc of gray cast iron was 0.331. In the case of the sprayed disc Al-bronze powder showed the most excellent frictional characteristics . 4. Amount of burnish quantity obtained from burnish test by dynamometer is as follows : the sprayed disc with Al-powder was 1.079 mm : the sprayed disc with Al-bronze powder was 0.155 mm : the sprayed disc with Mo powder was 0.253 mm : the non-sprayed disc of gray cast iron was 0.241 mm. Al-bronze powder also showed the most excellent burnish characteristics.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권2_spc호
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• pp.16-27
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• 2020

Nitrate contamination has received much attention at local as well as regional scales. The domestic situation is not out of exception, and it has been reported to be very serious, particularly within agricultural areas as a result of excessive usage of nitrogen fertilizers. Meanwhile, nitrate can be naturally attenuated by denitrification in subsurface environments. The denitrification occurs through biotic (biological) and abiotic processes, and numerous previous studies preferentially focused the former. However, abiotic denitrification seems to be significant in specific environments. For this reason, this study reviewed the previous studies that focused on abiotic denitrification processes. Firstly, the current status of nitrate contamination in global and domestic scales is presented, and then the effect of geological media on denitrification is discussed while emphasizing the significance of abiotic processes. Finally, the implications of the literature review are presented, along with future research directions that warrant further investigations. The results of previous studies demonstrated that several geological agents could play a vital role in reducing nitrate. Iron-containing minerals such as pyrite, green rust, magnetite, and dissolved ferrous ion are known to be powerful electron donors triggering denitrification. In particular, it was proven that the rate of denitrification by green rust was comparative to that of biological denitrification. The results indicate that abiotic denitrification should be taken into account for more accurate evaluation of denitrification in subsurface environments.

• 한국산학기술학회논문지
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• 제20권6호
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• pp.74-79
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• 2019

군용차량은 별도의 발전기 장착공간을 마련하지 않고 엔진과 연결되어 발전하는 엔진일체형 직렬 하이브리드 발전기를 통해 전력을 생산한다. 그러나 발전기와 엔진 간 연결 방식이 가지는 기계적 특성에 따라 내부 방청 및 윤활용 그리스가 비산하여 산화철이 발생했다. 산화철이 시동기에 고착되어 시동성능이 저하되고 기어마모에 따른 레틀 소음이 증대되는 문제가 발생하였다. 이러한 문제를 해결하기 위하여 엔진의 연결 스플라인 재질 및 표면처리를 개선하고 형상을 그리스 밀봉형으로 변경하여 내부의 산화철 발생을 방지하였다. 축계를 구성하는 발전기 연결기의 형상이 변경됨에 따라 비틀림 내구 시험을 통해 구조의 건전성을 확인하였다. 또한 실차 부하시험을 통하여 내부 부식 없이 목표한 내구수명 동안 부식이 발생하지 않음을 검증하였다. 그리스 비산 방지구조가 실제로 산화철의 발생을 억제함으로써 발전기에서 발생하는 소음을 감소시키는지 확인할 수 있었다. 본 논문은 엔진과 변속기 사이에 장착하는 직렬 하이브리드 발전기에서 발생하는 배부 부식을 방지하여 시동기의 성능저하 현상과 소음 발생 현상에 대한 근본적인 해결방안을 제시하였다고 할 수 있다.

• 보존과학회지
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• 제33권5호
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• pp.381-390
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• 2017

철제유물의 안정화처리는 탈염을 중점으로 하고 있으나, 부식인자 제거여부의 불확실성과 일부 유물의 제한적 적용 등으로 재부식과 같은 문제점이 지적되고 있다. 이를 보완하기 위한 부식억제제의 연구는 일부 보고된 바 있으며, 이 연구는 부식억제를 위한 수처리제 3종에 대한 연구결과이다. 부식억제제 피막이 형성된 시편의 표면관찰 결과 인산염이 주성분인 1종 2호의 시편은 표면의 녹층이 제거되었고, 재부식 시편의 중량 감소율 평균은 1종 2호의 경우 0.58%, 2종 2호의 경우 0.03%, 3종 2호의 경우 0.07%이며, 부식인자인 $Cl^-$ 이온의 변화량은 1종 2호는 28.60 ppm, 2종 2호는 -4.08 ppm, 3종 2호는 -1.94 ppm이었다. 수처리제의 피막에 대하여 XPS로 표면상태를 분석한 결과, 3종 2호보다 2종 2호에서 소지금속인 Fe가 낮게 검출되어 다소 우수한 피막을 유지하였고, Si함량에서도 규산염 기반의 2종 2호에서 상대적으로 함량이 높아 피막 형성이 우수하다고 판단된다. 인산염을 주성분으로 한 1종 2호는 표면의 녹층을 제거하여 금속유물 보존처리약품으로 부적합하고, 규산염을 주성분을 한 2종 2호와 3종 2호의 수처리제는 부식억제 효과가 우수하다고 평가된다. 부식억제제는 철제유물의 출토 당시에 긴급하게 사용할 수 있는 약품으로도 활용이 가능할 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 봄 학술발표회 논문집
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• pp.148-151
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• 1994

Up to now, sea sand without complete removal of salt is being used in the construction works because there is little satisfactory counterplan for the substitute aggregate. In the case that such sea sand is used in the reinforced concrete, the residual salt gives rise to deterioration phenmenon and iron corrosion, reducing durability of the ferro-concrete structures. The paper, an experimental study on the effect of corrosion protection by tighting concrete used SF and FA, is to investigate general steel bar's corrosion and to develop concrete using sea sand economically after it is analyzed and examinated ratio of the corrosion area affected by the autoclave cycle. As a test results, as for corrosion area ratio, it is very effective to use admixrutes such as SF and FA which decrease corrosion area remarkably with increasing the amounts of admixtures. Accordingly the use of admixtures is advantageous for tightening concrete and has an effect of salt damage prevention and rust protection in concrete used sea sand.

• Corrosion Science and Technology
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• 제22권3호
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• pp.175-186
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• 2023

Effects of high-temperature environment and low-temperature environment on corrosion behaviours of 18Cr stainless steels (type 304L, type 441) in simulated selective catalytic reduction (SCR) environments were studied using weight loss test in each environment and rust analysis. With time to exposure to the high-temperature environment, type 441 was more resistant to corrosion than type 304L due to both higher diffusivity of Cr and lower thermal expansion coefficient in α-iron. The former provides a stable protective Cr₂O₃ layer. The latter leaded to low residual stress between scale and steel, reducing the spallation of the scale. With time to exposure to the low-temperature environment, on the other hand, type 304L was more resistant to corrosion than type 441. The lower resistance of type 441 was caused by Cr-depleted zone with less than 11% formed during the pre-exposure to a high-temperature environment, unlike type 304L. It was confirmed by results from the crevice corrosion test of sensitised 11Cr steel. Hence, to achieve higher corrosion resistance in simulated SCR environments, ferritic stainless steels having lower thermal expansion coefficient and higher diffusivity of Cr but containing more than 18% Cr are recommended.

• Journal of Ginseng Research
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• 제28권3호
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• pp.157-164
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• 2004

인삼재배지에서 나타나는 적변삼 외피세포 조직의 특성과 화학성분을 조사하였던 바 그 결과를 요약하면 다음과 같다. 1. 적변외피는 현미경 관찰결과 적색이 아닌 황색으로 보였으며, 적변외피의 세 포층수는 10∼13층으로 건전외피의 5∼6층에 비해 2배 정도 많았고, 외피층의 두께에 있어서는 적변외피가 179 $\mu\textrm{m}$로서 건전외피의 55$\mu\textrm{m}$에 비해 3.2배 정도 더 두꺼웠다. 2. 착색도는 적변외피가 건전외피에 비해 5.5배 정도 짙게 나타났으며, 적변물질의 각 추출분획별 용해도는 비극성 보다는 극성용매에서 높았고, 또한 UV-spectrum은 275∼280nm에서 흡광 최대를 나타냈다. 3. 적변외피는 지질성 물질은 물론 산불용성 에스테르화 페놀물질, 산불용성 결합 페놀물질, 산불용 축합성 페놀물질, 불용성 결합 페놀물질 및 유리 페놀 물질 함량이 건전외피에 비해 많았으며 철의 함량에 있어서도 적변외피가 2,220 ppm으로 건전외피의 820 ppm 보다 2.7배 정도 많았다. 4. 적변삼은 인삼뿌리가 분포된 근권환경의 어떤 외적환경에 의해 뿌리가 stress를 받을 때 자체방어 물질인 phenol 물질이 외피로 배출되면서 외피의 지질성 물질과 polymerization되고 이때 철(Fe)이 체놀성 물질과 강하게 chelating 되는 것으로 추정된다.

• Structural Engineering and Mechanics
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• 제16권6호
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• pp.749-769
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• 2003

The structural deterioration of concrete structures due to reinforcement corrosion is a major worldwide problem. Service life of the age-degraded concrete structures is governed by the protective action provided by the cover concrete against the susceptibility of the reinforcement to the corrosive environment. The corrosion of steel would result in the various corrosion products, which depending on the level of the oxidation may have much greater volume than the original iron that gets consumed by the process of corrosion. This volume expansion would be responsible for exerting the expansive radial pressure at the steel-concrete interface resulting in the development of hoop tensile stresses in the surrounding cover concrete. Once the maximum hoop tensile stress exceeds the tensile strength of the concrete, cracking of cover concrete would take place. The cracking begins at the steel-concrete interface and propagates outwards and eventually resulting in the through cracking of the cover concrete. The cover cracking would indicate the loss of the service life for the corrosion-affected structures. In the present paper, analytical models have been developed considering the residual strength of the cracked concrete and the stiffness provided by the combination of the reinforcement and expansive corrosion products. The problem is modeled as a boundary value problem and the governing equations are expressed in terms of the radial displacement. The analytical solutions are presented considering a simple 2-zone model for the cover concrete viz. cracked or uncracked. A sensitivity analysis has also been carried out to show the influence of the various parameters of the proposed models. The time to cover cracking is found to be function of initial material properties of the cover concrete and reinforcement plus corrosion products combine, type of rust products, rate of corrosion and the residual strength of the cover concrete. The calculated cracking times are correlated against the published experimental and analytical reference data.