• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.57-58
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• 2014

For durability design to protect against chloride-induced corrosion, it is important to estimate the amount of chlorides on the surface. However, it is difficult to estimate the airborne chlorides, a boundary condition, due to the difference between the amount of chlorides attached to a surface of an actual structure and that in the air. Therefore, in this study the attachment rate analysis of airborne chlorides was evaluated for 13 types of finish materials. As a result, despite differences in the amount of airborne chlorides according to the finishing type, it was found that 60 percent of airborne chlorides were attached to mortar, 30 percent were attached to steel, and 25 percent were attached to tiles compared with the amount of chlorides in the air.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.273-276
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• 2006

Airborne chlorides is moved to inland by sea wind and attach to the surface of concrete then penetrated into concrete. In addition, concrete structures are greatly affected by salt attack primarily due to airborne chlorides like it can be seen through the corrosion of rebar. Therefore, it is important to review the relationship among airborne, surface and penetrated chlorides. In this study, airborne, surface and penetrated chlorides were examined in terms of surface roughness of concrete. The results showed that penetrated and surface chlorides have close relationship with surface roughness of concrete.

• 콘크리트학회논문집
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• 제24권5호
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• pp.553-558
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• 2012

대기 중의 비래염분은 해풍에 의해 내륙으로 이동되고 해안 인근 콘크리트 구조물의 표면에 부착하여 내부로 침투하게 된다. 비래염분 환경에 있는 콘크리트 구조물의 표면염분량은 비래염분량에 의해 영향을 받기 때문에 비래염분량의 분포 특성에 따라 표면염분량도 변화하는 경향이 있다. 따라서, 비래염분 환경 하의 구조물은 해수에 직접접하는 구조물과 달리 표면부의 염분량을 예측하기가 상대적으로 어렵고, 침투되는 경향 또한 다르기 때문에 이에 대한 결과를 얻는것은 중요하다고 할 수 있다. 따라서, 이 연구에서는 비래염분 환경에서 콘크리트 표면으로부터 내부로 침투하는 염분을 표면염분량과 침투 염분량으로 구분하여 그 특성을 파악하였다. 이를 위하여 콘크리트 시험체를 제작하여 해안 현장에서 옥외노출실험을 3년간 실시하였으며, 노출기간 1년과 2년, 3년차에서 시험체를 회수하여 표면염분량 및 표면으로부터 깊이별 비래염분 침투량을 분석하였다. 분석 결과, 콘크리트의 표면조도에 따라 표면염분량의 차이가 발생하였으며, 강우의 영향을 받지 않은 경우 더 많은 표면염분량이 존재하였다. 침투 염분량은 대기중의 비래염분량 및 노출기간에 따라 차이가 발생하였으며, 장기재령으로 갈수록 표면부보다 콘크리트 내부에서 많은 염분량을 나타내는 경향이 두드러졌다.

• 한국응용과학기술학회지
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• 제3권1호
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• pp.57-64
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• 1986

1-(carboxyalkyl) trimethyl ammonium chlorides such as 1-(carboxyundecyl) trimethyl ammonium chloride and 1-(carboxytridecyl) trimethyiammonium chloride were synthesized by the reaction of ${\alpha}-bromoalkanoic$ acid with trimethyl amine hydrochloride. In other hand, (carboxymethyl) alkyl dimethyl ammonium chlorides such as (carboxymethyl) dodecyl dimethyl ammonium chloride and (carboxymethyl) tetradecyl dimethyl ammonium chloride were synthesized by the reaction of alkyl dimethylamine with sodium chloroacetate. The four kinds of alky carboxy betaine such as 2-(trimethylammonio) dodecanoate, 2-(trimethyl ammonio) tetradecanoate, (dodecyl dimethylammonio) ethanoate and (tetradecyl dimethyl ammonio) ethanoate were prepared from 1-(carboxyalkyl) trimethyl ammonium chlorides or (carboxymethy1) alkyl dimethyl ammonium chlorides. The surface activities including surface tension, emulsifying power, foaming power, foam stability, deflocculating effect, effectiveness of wettability and solubilizing effect were measured and also critical micelle concentration and hydrophilic-lipophilic. balance(HLB) were evaluated. These carboxy betaines show good surface activities as O/W type emulsifing agent and detergent.

• 공업화학
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• 제17권3호
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• pp.286-290
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• 2006

새로운 4급 염화 암모늄염, {alkyldimethyl-[5-(2-phenylthiazol-4-yl]-1,3,4-oxadiazol-2-ylmethyl]quaternary ammonium chlorides (ADOQACs): 6}을 화합물 5와 몇 가지 N,N-dimethylalkyl amine을 반응시켜 합성하였다. 합성한 화합물들의 구조와 물리적 특성을 조사하였고 계면활성을 측정하였다. 화합물 6의 표면장력($\gamma_{cmc}$)과 최소저해농도(MIC)는 알킬기의 영향을 받은 것으로 나타났으며, 특히 화합물 6c와 6d가 좋은 항균력과 계면활성을 보였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.372-375
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• 2004

Scaling deterioration and resistance to freezing of port concrete structures due to the combined effects of chemical actions by containning chlorides and the freeze-thaw action is also a problem which has not yet been fundamentally solved. Furthermore, deterioration of concrete surface was considered as accelerate factor of concrete durability tended to decrease. Therefore, we considered the scaling measuring method and decreasing influence of durability of concrete according to kind of binders, such as OPC, Slag, Slag+Fa, due to freeze and thaw of concrete by containing chlorides. As a results of this study, it was effective method of scaling deterioration and resistance freewing of concrete, and confirmed the salt deterioration resistance effect to use slag binder against to containing chlorides.

• 공업화학
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• 제32권6호
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• pp.671-678
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• 2021

암모니아의 흡착 성능을 향상할 목적으로 활성탄의 질산 처리 및 활성탄으로 금속 염화물의 첨착 효과를 연구하였다. 질산 처리에 의해 활성탄으로 하이드록시기 및 카르복실기와 같은 작용기들의 도입을 확인하였다. 이후 초음파 함침법을 사용하여 각 금속 염화물(NiCl₂, MgCl₂, CuCl₂, MnCl₂ 또는 CoCl₂)을 표면 개질 활성탄 위로 첨착하였다. 여러첨착된 활성탄들의 물리화학적 특성과 암모니아 흡착 성능을 관찰하였다. 금속 염화물은 초음파 처리에 의해 원활하게 분산되었으며 활성탄 표면 위에 고르게 분포되었다. 금속 염화물이 첨착된 표면 개질 활성탄은 감소된 비표면적 및 세공 부피에도 불구하고 매우 우수한 암모니아 흡착 성능을 나타내었다. 특히, NiCl₂를 첨착하여 제조한 HNO₃-NiCl₂ AC는 가장 우수한 암모니아 흡착능(3.736 mmol·g^-1)을 나타내었으며, 미처리된 활성탄(0.066 mmol·g^-1)과 비교하여 약 57배 향상되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.537-540
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• 2006

Over the past few decades, a considerable number of studies on the durability of concrete have been carried out extensively. A lot of improvements have been achieved especially in modeling of ionic flows. However, the majority of these researches have not dealt with the chloride binding isotherm based on the mechanism, although chloride binding capacity can significantly impact on the total service life of concrete under marine environment. The purpose of this study is to develop the model of chloride binding isotherm based on the individual mechanism. It is well known that chlorides ions in concrete can be present; free chlorides dissolved in the pore solution, chemical bound chlorides reacted with the hydration compounds of cement, and physical bound attracted to the surface of C-S-H grains. First, sub-model for water soluble chloride content is suggested as a function of pore solution and degree of saturation. Second, chemical model is suggested separately to estimate the response of binding capacity due to C-S-H and Friedel's salt. Finally, physical bound chloride content is estimated to consider a surface area of C-S-H nano-grains and the distance limited by the Van der Waals force. The new model of chloride binding isotherm suggested in this study is based on their intrinsic binding mechanisms and hydration reaction of concrete. Accordingly, it is possible to characterize chloride binding isotherm at the arbitrary stage of hydration time and arbitrary location from the surface of concrete. Comparative study with experimental data of published literature is accomplished to validity this model.

• Bulletin of the Korean Chemical Society
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• 제3권3호
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• pp.92-98
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• 1982

Solvolysis reactions of some substituted benzoyl chlorides were studied in ethanol-water, ethanol-trifluoroethanol and methanol-acetonitrile mixtures. Results showed that the reaction proceeds via an $S_N2$ process in which bond formation is more advanced than bond cleavage. Comparison of the two models for predicting transition state variation indicated superior nature of the quantum mechanical model relative to the potential energy surface model.

• 한국안전학회지
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• 제8권4호
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• pp.175-182
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• 1993

Volatilization of toxic heavy metals, especially, metal chlorides at elevated temperatures in oxidation conditions was observed using a thermogravimetric furnace since such metal chlorides used to be a cause for the disease of industrial workers by their toxicity and high volatile extent. Most of tested metal chloride compounds were evaporated or decomposed into gas phase at elevated temperatures ranged from 200~90$0^{\circ}C$, while CrCl$_3$ and NiC1$_2$became stable with converting into oxide forms. A kinetic model for evaporation/condensation could predict maximum evaporation flux and the calculated values were compared with real evaporation flux. The ratio of two fluxes could be explained as the fraction of impinging gas molecules to the condensing surface( $\alpha$ ) and obtained in the range of 10$^{-3}$ ~10$^{-9}$ for the experimented toxic heavy metal chlorides. This ratio might be used to define the volatile extent or toxicity of such toxic metal compounds. The schemes to avoid volatilization of toxic heavy metals Into the atmosphere were suggested as follows ; 1 ) controlling the compositions of metals and Chlorine produced substances( such as PVC ) in the treated materials using a reverse estimation from regulatory limit and characteristics of a processing facility, 2) Installation of wet type devices such as a scrubber for condensing the metal compounds.