• 한국염색가공학회지
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• 제31권3호
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• pp.177-186
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• 2019

In this study, we investigated for synthetic hydrotalcite in chloroprene rubber foam. Experiments were carried out to find the optimum content ratio by controlling the contents of MgO and Hydrotalcite. Swelling test in toluene immersion was made to measure the crosslinking density of CR foams, and the cure properties were investigated with flat die rheometer and Mooney viscosity. The difference of hardness, tensile strength and elongation at break were observed after immersing in 7% NaCl or 21% NaCl solutions for a day and four days. In addition, the volume change and water content remaining in CR foam were measured after immersing NaCl solution. As content of MgO increased, the value of the cure torque tended to increase, but it was almost constant above 2phr of MgO. However, the Mooney viscosity decreased with increasing MgO content. The crosslinking density, determined by the swelling ratio, showed that the CR compound without MgO showed a higher degree of swelling. When the content of hydrotalcite/MgO was 3:2, it was the lowest volume change of CR form. Also, As the content of hydrotalcite decreased, the difference of mechanical properties before and after immersion NaCl solution increased.

• 한국산학기술학회논문지
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• 제22권3호
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• pp.492-498
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• 2021

본 논문에서는 액체 소금물을 전도체로써 이용한 평면형 투명 안테나의 구현 가능성을 연구 하였다. 소금물을 이용한 투명 안테나 구현의 가장 큰 이유는 기존 고체 투명전극의 광투과도 indium tin oxide (ITO:> 73%) 또는 multi-layer films (MLF: > 78%) 대비 높은 소금물의 광투과도 (> 95% @ 40 ppt)에 있다. 제안된 다이폴안테나의 양쪽 팔의 소금물 층을 평면형으로 고정하기 위해 투명 아크릴(��r = 2.61, tan�� = 0.01, OTav > 90 %)을 사용하였으며, 소금물의 표면장력을 이용하여 (ASA: 아크릴/소금물/아크릴) 형태의 평면형 ASA층으로 구현 하였다. 전기적, 광학적으로 ASA 전도체 구조를 분석하기 위해, 표면장력을 통한 평면형 구조 유지 시, 소금물 두께에 따른 면저항과 광투과도를 분석 하였다. 소금물을 이용한 투명 평면형 다이폴 안테나는 UHF(Ultra high frequency) 대역(470-771 MHz)에서 1.72 dBi의 평균 방사이득 및 74 %의 방사효율을 가지며, 향후 소금물을 이용한 평면형 투명안테나로써의 활용 가능성을 확인 하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.782-785
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• 2004

Salt attack is one of the serious deterioration factor with respect to the durability of concrete structure. Especially, in case of exposed rebar concrete structure in marine environment, corrosion of rebar is accelerated by penetration of $Cl^-$ from exterior. Through this path, volume of corroded rebar is increased about two and half times due to increased inner pressure originated from rust. As a consequence, the overall deterioration of concrete structure, namely, cracks, reduction of adhesive strength and pop-out is followed. In this paper, the effect of structure treatment of concrete on chloride resistance has been investigated. At the same time, the relationship among several characteristics, such as resistance to chloride, water absorption coefficient and surface hardness of concrete has been investigated. It is believed that surface performance improvement by the application of penetrative hardening agent influences on positively water absorption coefficient, surface hardness of concrete and resistance to chloride ion penetration.

• 한국작물학회지
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• 제38권6호
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• pp.483-488
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• 1993

염분의 작물에 대한 피해 또는 피해과정을 구명함으로써 염분함량이 높은 간척지에서 염해에 대한 피해정도를 용이하게 판단하기 위한 기초자료를 얻기 위하여 수도에 해수를 농도별로 처리하여 얻은 결과를 요약하면 다음과 같다. 1. 기공저항성은 해수농도의 증가에 따라서 뚜렷한 증가를 나타냈는데 그 정도가 생식생장기보다는 유모기에 더 큰 경향을 보여 유묘기에 피해가 더 심하였다. 그리고 광합성이 활발하게 이루어지는 시각인 11시경의 기공저항성 변화를 볼 때 무처리에 비하여 처리구에서는 비례적으로 높아지는 경향이어서 염하에서는 광합성이 저해됨을 알수 있었다. 처리 기간에 광합성이 저해됨을 알 수 있었다. 처리 기간에 따른 변화도 계속 증가하는 경향으로 처리기간이 증가할수록 피해가 더 커졌다. 2. 엽록소는 해수농도의 증가에 따라 뚜렷한 감소를 나타냈다. 3. 식물체의 Na+와 Cl-의 해수농도의 증가에 따라 흡수가 많았으나 K+, Mg++, Ca++의 흡수는 약간 감소하긴 하였으나 그 차이가 대동소이하여 뚜렷한 차이가 없었다. 4. 초장과 근장은 해수농도의 증가에 따라서 뚜렷한 감소를 나타냈는데 초장보다 근장의 감소율이 현저히 높았다. 5. 기공저항성과 기타 여러 항복들간에 상관이 고도로 인정되는 바 특히 기공저항성은 bio-information으로서 활용가치가 있음을 보여주고 있다.

• 한국지반공학회논문집
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• 제26권4호
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• pp.37-45
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• 2010

기후변화로 인해 물의 증발량이 많은 지역의 지반에서는 자연적인 소금의 고결화 현상이 발생한다. 이러한 소금의 고결화 분포는 모래지반에서 모세관력에 영향을 받는다. 이 연구의 목적은 콘 관입시험, 전기전도율 측정, 사진 이미지 촬영, 비파괴 이미지 분석 그리고 탄성파에 의한 프로세스 모니터링을 이용하여 소금의 고결화 현상에 대한 모세관력의 효과를 관찰하는 것이다. 실험은 입상재료를 모형화한 글라스비즈를 소금물에 포화시킨 후, 오븐에 넣어 시료를 건조시킴으로써 고결화를 발생시켰다. 실험결과, 고결된 소금의 농도는 시료입경이 작은 경우 최상부에서 높았고, 시료입경이 큰 경우 중간 또는 하부에서 높았다. 고결된 시료에서 높은 소금농도의 위치는 해석적 방법으로 산정된 모세관 높이와 유사하였다. 본 연구에서 수행한 5가지 실험은 모세관력이 소금이 고결된 흙과 같은 입상재료의 거동에 중요한 영향을 끼치는 것을 보여준다.

• Corrosion Science and Technology
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• 제6권4호
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• pp.177-185
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• 2007

The purpose of this study is to evaluate freezing-thawing and surface scaling resistance in order to examine the frost durability of concrete in a chloride-inherent environment. The mixing design for this study is as follows: 3 water binder ratios of 0.37, 0.42, and 0.47; 2-ingredient type concrete (50% OPC concrete and 50% ground granulated blast-furnace slag), and 3-ingredient type concrete (50% OPC concrete, 15% fly ash, and 35% ground granulated blast-furnace slag). As found in this study, the decrease of durability was much more noticeable in combined deterioration through both salt damage and frost damage than in a single deterioration through either ofthese; when using blast-furnace slag in freezing-thawing seawater, the frost durability and surface deterioration resistance was evaluated as higher than when using OPC concrete. BF 50% concrete, especially, rather than BFS35%+FA15%, had a notable effect on resistance to chloride penetration and freezing/expansion. It has been confirmed that surface deterioration can be evaluated through a quantitative analysis of scaling, calculated from concrete's underwater weight and surface-dry weight as affected by the freezing-thawing of seawater.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술대회지
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• pp.71-76
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• 2004

This paper investigate that the effect of the concrete containing mineral admixtures(pozzolanic materials such as fly-ash, ground granulated blast-furnace slag, silica fume and meta kaolin) on the resistance properties to chloride ion invasion. The purposed testing procedure was applied to the concrete added mineral admixtures for $3\sim4$ replacement ratios under W/B ratios ranged from 0.40 to 0.55. Specimens were immersed in $3.6\%$ NaCl solution for 330 days, and penetration depth, water soluble chloride contents and acid soluble chloride contents were measured in 28, 91, 182 and 330 days. Then, diffusion coefficient were calculated using total chloride contents. As a results. the kinds of mineral admixture and replacement ratios had a great effect on the resistance property of the concrete to chloride ion invasion compared with the plain concrete. And the optimal replacement ratios of mineral admixture had a limitation for each admixtures. The amount of acid soluble chloride ions and water soluble chloride ions were varied with the kinds of mineral admixtures and the penetration depth from the concrete skin. Chloride diffusion coefficient of each concretes decreased with the time elapsed. and the diffusion coefficients of the concrete immersed salt water for 330 days had a establishment with the compressive strength measured before immersing.

• 한국표면공학회지
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• 제51권2호
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• pp.95-103
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• 2018

Recently, many types of constructional steels have been often exposed to under severe corrosive environments due to acid rain with increasing environmental contamination. In order to inhibit their corrosion in severe corrosive environments, a painting method has been widely applied to numerous constructional steels of land as well as marine. Therefore, development of paint having a good quality of corrosion resistance is considered to be very important. In this study, four types of anti-corrosive paints (AP: Phenol epoxy, AC: Ceramic epoxy, AT: Coal tar epoxy, AH: High solid epoxy) were coated to the specimens, and then, were immerged in various salt solutions (0.1, 0.3, 3, 6, 9 and 15% NaCl solutions) for 11 days. And, the corrosion resistance of these samples by effect of osmotic pressure with salt concentration was investigated with electrochemical methods such as measurement of corrosion potential, impedance and corrosion current density. The corrosion current densities of all samples (AC, AT and AH) submerged in 3% NaCl solution exhibited the smallest values compared to other salt solutions. However, in the case of lower values of salt solutions than 3% NaCl solution, the corrosion current density increased again because it makes easier for water, dissolved oxygen and chloride ion etc. to invade toward inner side of coating film due to increasing of the osmotic pressure than 3% NaCl solution, but in the case of higher values of salt solutions than 3% NaCl solution, the coating film is easily deteriorated due to high concentration of chloride ion rather than the osmotic pressure, which resulted in increasing the corrosion current density. In particular, the AC sample indicated the best corrosion resistance in 6% NaCl solution compared to other samples. Consequently, it is considered that the corrosion mechanism of the coated steel plate is completely different from bare steel plate, and the corrosion resistance of coating film by osmotic pressure and chloride ion depend on various types of epoxy of paint in NaCl solution.

• 한국구조물진단유지관리공학회 논문집
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• 제11권6호
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• pp.143-151
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• 2007

본 연구에서는 염화물이 함유된 동결수에 의한 콘크리트의 내동해성을 검토하기 위하여 동결융해 및 표면스케일링 저항성을 평가하고자 하였으며, 이를 위한 배합으로서 물결합재비는 0.37, 0.42, 0.47의 3수준, 결합재 방식은 일반 OPC 콘크리트, 고로슬래그 미분말 50%의 2성분계 콘크리트 및 플라이애시 15%와 고로슬래그 미분말 35%의 3성분계 콘크리트로 설정하였다. 그 결과, 고로슬래그 미분말 50% 및 플라이애시 15%와 고로슬래그 미분말 35%의 혼합 시멘트계 콘크리트의 경우 일반 OPC 콘크리트에 비하여 동결융해 및 표면스케일링 저항성이 상대적으로 우수하게 나타났으며, 이를 통해 내구성 저하가 우려되는 해양 환경 하에서 비래염분 및 비말 등의 해수의 작용에 의한 콘크리트의 내구성 저하현상을 억제하기 위한 방안으로서 슬래그의 활용이 유효함을 확인할 수 있었다.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2006년도 전기학술대회논문집
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• pp.265-266
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• 2006

The chemical conversion coating formed on magnesium alloy investigated for low cost and harmless in environment by using the colloidal silica as the main component. The film formed in 298 K is thick, the film, which was thought combination of Si-O, was formed. The film formed in 313 K is thinner than that in 298 K. The quantity of film formed at high temperature such as 333 K and 353 K is smaller than dissolved quantity. At the anodic polarization experiment, corrosion resistance in sealing by hot water after chemical conversion treatment in basic solution condition get worse than that in comparison with basic solution condition. In salt spray test, the ratio of black rust on specimen that did not conducted chemical conversion treatment was five times or more compared with those of chemical conversion treated specimen. The film thickness of chemical conversion coating produced by alkali treatment process is thinner than in comparison with that of specimen produced in basic chemical conversion treatment solution condition. It is thought, however, that it showed good corrosion resistance during salt spray test because the area of microcracks is small.