• 한국해양공학회지
• /
• 제25권1호
• /
• pp.32-38
• /
• 2011

Galvanized steel has gone through a chemical process to keep it from corroding. The steel gets coated in layers of zinc because rust will not attack this protective metal. For countless outdoor, marine, or industrial applications, galvanized steel is an essential fabrication component. The reduction of the corrosion rate of zinc is an important topic. In the past, a very popular way to reduce the corrosion rate of zinc was to use chemical conversion layers based on $Cr^{+6}$. However, a significant problem that has arisen is that the use of chromium salts is now restricted because of environmental protection legislation. Therefore, it is very important to develop new zinc surface treatments that are environmentally friendly to improve the corrosion resistance of zinc and adhesion with a final organic protective layer. In this study, a Urethane solution (only Urethane 20 wt.%; S-700) and an organic/inorganic solution with Si (Si polysilicate 10 wt.% + Urethane 10 wt.%; LRO-317) are used. Based on the salt spray test of 72 h, S-700 and LRO-317 had a superior effect for the corrosion resistance on EGI and HDGI, respectively.

• The Plant Pathology Journal
• /
• 제25권4호
• /
• pp.400-407
• /
• 2009

A pathogenesis-related protein (PgPR5) gene that isolated from the leaf of Panax ginseng was characterized. The ORF is 756 bp with a deduced amino acid sequence of 251 residues. The calculated molecular mass of the matured protein is approximately 27.5 kDa with a predicated isoelectric point of 7.80. A GenBank BlastX search revealed that the deduced amino acid of PgPR5 shares highest sequence similarity to PR5 of Actinidia deliciosa (80% identity, 87% similarity). PgPR5 has a C-terminal and N-terminal signal peptide, suggesting that it is a vacuolar secreted protein. The expression of PgPR5 under various environmental stresses was analyzed at different time points using real-time PCR. Our results reveal that PgPR5 is induced by salt stress, chilling stress, heavy metal, UV, and pathogen infection. These results suggest that the PgPR5 could play a role in the molecular defence response of ginseng to abiotic and pathogen attack. This is the first report of the isolation of PR5 gene from the P. ginseng.

• 콘크리트학회논문집
• /
• 제15권6호
• /
• pp.794-801
• /
• 2003

건축물의 요구성능에 대한 관심이 점차 높아짐에 따라 건축물의 성능평가를 통하여 사용연한을 예측하고 건축물의 수명을 연장시키거나, 새롭게 재구성하려는 노력이 계속되고 있다. 그러나 아직 염화물에 의한 성능저하 평가에 있어 그 비용의 문제와 평가과정의 전문성 등의 많은 난점을 가지고 있다. 본 연구는 콘크리트 내부의 염화물침투 깊이를 측정하는 간이적 방법인 비색판별법을 이용하여 염화물에 의한 성능저하평가를 하고자 비색판별법의 적용가능성을 검토 후 변색위치의 침투염화물량을 정량분석하였다. 또한, 이를 이용하여 콘크리트 표면염화물량을 산정하고 철근위치 염화물량의 예측 및 한계염화물량에 도달시간 예측의 실용적 평가수단을 제시하였다. 염화물에 의한 철근콘크리트 구조물의 성능평가에 있어 간이평가 수단인 비색판별법의 활용에 따라 샘플수의 다량확보를 통한 신뢰수준의 향상을 이룰 수 있을 것으로 사료된다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제14권2호
• /
• pp.171-175
• /
• 2010

본 연구는 동결융해, 염해 및 중성화가 복합적으로 작용하는 콘크리트 구조물의 내구성능을 평가하기 위하여 일반강도 콘크리트를 대상으로 동결수를 달리하여 동결융해 시험을 실시함으로서 염해와 동결융해 복합작용에 의한 콘크리트의 열화를 평가하였고, 염해, 동결융해 및 중성화의 세가지 열화가 복합적으로 발생되는 복합열화에 대해서는 적절한 평가방법이 부재하여 동결수에 따른 동결융해 시험 후의 시험체에 대하여 중성화 촉진시험을 실시함으로서 복합열화에 의한 콘크리트 내구성능 저하 특성을 평가하고자 하였다. 본 연구를 통하여 동결수의 종류나 물-결합재비 수준과 무관하게 고로슬래그미분말을 사용한 배합의 경우 염해와 동결융해가 동시에 복합적으로 발생되는 환경에서도 우수한 저항성능을 보이는 결과를 나타내므로 동결융해를 포함한 복합열화 환경에서 충분한 내구성 확보를 위해서는 최소한의 설계기준강도의 확보와 고로슬래그미분말 등 적절한 시멘트 결합재의 선정이 무엇보다 중요하다는 결론을 얻었다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제26권5호
• /
• pp.112-118
• /
• 2022

이 연구는 원전 안전성 관련 구조물의 콘크리트 배합설계를 이용하여 확산특성을 평가하였다. 원전안전성관련 콘크리트 구조물 중 해수에 침지되거나 간만대에 위치하는 취배수구조물의 배합을 선정하여 압축강도, 전기전도도에 의한 염소이온 침투저항성 평가, 염수침지를 통한 확산특성을 분석하였다. 원전 콘크리트 구조물의 설계기준강도인 91일까지 재령에 따라 1, 7, 14, 28, 56, 91일에 압축강도를 측정했으며, 재령 28, 91일에 염소이온 침투저항성 평가를 실시했다. 재령 28일 콘크리트 시험체를 28일간 염수에 침지한 뒤 깊이별 시료를 채취하여 염화물량을 분석함으로써 확산계수를 도출하였다. 결과적으로 보통포틀랜드시멘트를 100% 사용한 콘크리트보다 플라이애시가 20% 치환된 원전 콘크리트 배합이 28일 이후 장기적인 강도증진 효과가 더 높게 나타났다. 또한 원전콘크리트 배합이 보통포틀랜드시멘트를 100% 사용한 배합보다 염소이온 침투저항성이 높고 확산계수도 더 낮게 나타나 염해에 대한 저항성이 더 높은 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
• /
• pp.63-67
• /
• 2002

The induced chemical and salt solution in water or admixture are originated to the corrosion process of the steeo rebar. These liquids penetrate into concrete as the accompanied by the chemical reaction and cause to attack the steel rebar in concrete. Concrete surfaces which it exposed to deicing, water and sea water is allowed to enter the chlorides in the structures. To prevent from the source of corrosion and deterioration Is subjected to put an end to corrode or reduce to contaminate on the steel rebar. As this reason the MCI 2022 products are applied to the surface of concrete and steel rebar. The concrete samples were made of to the kind of four, i.e. RF, MR, MS, and MM. Corrosion inhibitor is applied to coat on the surface of concrete after it had been cured for 28days. Specimen were immersed in a 3.5％ sodium chloride solution. Concrete specimen were tested to determine the changes of the resistance polarization, Rp, over a 22 weeks period. MCI 2022 is significantly shown the corrosion inhibition of steel rebar in 3.5% NaCl solution. In the each different concrete sample, MS and MM is seemed to be better than others. The results are proofed that MCI 2022 is promised to maintain the inhibition of corrosion with high resistance polarization of the steel rebar in concrete.

• 한국염색가공학회지
• /
• 제13권5호
• /
• pp.24-24
• /
• 2001

Kinetics and mechanism for alkaline hydrolysis of C. I. Disperse Blue 79(B-79) which is 4-N, N-diacetoxyethyl-2-acylamino-5-ethoxy -2′-bromo-4′,6′-dinitroazobenzene were investigated. The color strength of B-79 in acetone/water solutions of various NaOH concentrations decreased continuously. The hydrolysis rate of B-79 increased with increasing alkali concentration and appeared following first order reaction. The observed rate constants for various concentrations of B-79 showed similar values, and B-79 was hydrolyzed by first order reaction for dye concentration. Therefore, it was confirmed that the overall reaction follow second order kinetics and proceed via S/sub n/2 reaction. From the study on kinetics and spectrometric analysis, it was proposed that the rate determining step of the hydrolysis reaction of B-79 is the nucleophilic substitution reaction - that is the reaction of the rapid attack of $OH^{-}$ on the carbon atom, which is in acceptor ring, adjacent to azo group to break the C-N bond. And it was also found that the final hydrolysis products of B-79 include both the acceptor ring in the form of sodium salt and the donor ring possessing 4-N,N-dihydroxyethyl group converted from 4-N,N-diacetoxyethyl group.

• 한국염색가공학회지
• /
• 제13권5호
• /
• pp.312-319
• /
• 2001

Kinetics and mechanism for alkaline hydrolysis of C. I. Disperse Blue 79(B-79) which is 4-N, N- diacetoxyethyl -2- acylamino-5-ethos y -2'-bromo-4',6'-dinitroazobenzene were investigated. The color strength of B-79 in acetone/water solutions of various NaOH concentrations decreased continuously. The hydrolysis rate of B-79 increased with increasing alkali concentration and appeared following first order reaction. The observed rate constants for various concentrations of B-79 showed similar values, and B-79 was hydrolyzed by first order reaction for dye concentration. Therefore, it was confirmed that the overall reaction follow second order kinetics and proceed via $S_N2$ reaction. From the study on kinetics and spectrometric analysis, it was proposed that the rate determining step of the hydrolysis reaction of B-79 is the nucleophilic substitution reaction - that is the reaction of the rapid attack of OH- on the carbon atom, which is in acceptor ring, adjacent to auto group to break the C-N bond. And it was also found that the final hydrolysis products of B-79 include both the acceptor ring in the form of sodium salt and the donor ring possessing 4-N,N-dihydroxyethyl group converted from 4-N, N-diacetoxyethyl group.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
• /
• pp.253-256
• /
• 2006

For nuclear concrete structures on the coast, the prevention and management against salt damage is needed because they are being under the influence of the sea water at all times. In general, the deterioration of the concrete is generated in concrete surface firstly and then extended into concrete gradually as its service life increases. Therefore, the protective layer on the concrete surface is needed to establish and manage the durability of concrete. To enhance the durability performance of the existing and new concrete, the development and application of a high-performance penetration sealer is needed. The sealer has to have the functions that are able to prevent the attack of the moisture, carbon dioxide, and harmful substance from the outside. Therefore, the aim of this project is to guarantee the long service-life and waterproof performance of a nuclear concrete structures by increasing the density of the existing and new concrete surface layer, and to enhance the dust-proof performance of the uncoating part of the nuclear safety-relative structures.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
• /
• pp.237-240
• /
• 2005

As a part of the effort for improving the durability design based on a set of the deem-to-satisfy specifications, it is important and primary to quantitatively identify the environmental impact to a target reinforced concrete structure. In this work, an effort is made to quantitatively calculate the environmental affecting factor with using a fuzzy inference that it indicates the severity of environmental impact to the exposed reinforced concrete structure or member. This system is composed of input region, output region and rule base. For developing the fuzzy inference system surface chloride concentration{chloride), cyclic degree of wet and dry(CWD), relative humidity(RH) and temperature (TEMP) were selected as the input parameter to environmental affecting factor(EAF) of output parameter. The Rules in inference engine are generated from the engineering knowledge and intuition based on some international code of practises as well as various researcher's experimental data. The devised fuzzy inference system was verified comparing the inferred value with the investigation data, and proved to be validated. Thus it is anticipated that this system for quantifying EAF is certain to be considered into the starting point to develop the performance-based durability design considering the service life of structure.