• Proceedings of the Korean Journal of Food and Nutrition Conference
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• 2003.07a
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• pp.75-75
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• 2003

방향족 화합물인 폴리염화비페닐(PCB)은 비페닐 기본골격의 10개소의 탄소에 1개에서부터 10개까지의 염소가 치환되어 있는 물질로써 그 독성과 잔류성으로 인해 중대한 환경오염물질의 하나로 주목받고 있다. 폴리염화비페닐에 의한 환경오염은 수질오염으로 이어지며, 식물연쇄에 의해 어류의 경우 그 농축계수가 10만 정도까지 이른다고 한다. 이러한 현상은 육상에서도 일어나며 생물농축과 식물연쇄에 의해 결국 식품을 오염시키게 된다. 이와 같은 난분해성 오염물질의 정화에는 미생물이 가지고 있는 분해능력이 큰 역할을 담당한다는 것이 알려져 있다. 1970년대 토양으로부터 비페닐을 분해ㆍ이용할 수 있는 비페닐 자화성균이 단리된 이후, 호기적으로 폴리염화비페닐을 분해하는 균을 중심으로 연구가 행해져 왔으며 방향족 화합물에 있어서의 대사 경로 등이 밝혀지게 되었다. 본 연구에서는 폴리염화비페닐을 분해하는 능력을 가지는 분해균을 모델로 하여 다양한 환경하에서 폴리염화비페닐을 분해ㆍ대사 할 수 있는 미생물의 분리를 시도하였다. 그 결과 클로로비페닐 분해능을 가진 Gram 양성균을 단리하는데 성공하였고, 이 균이 Bacillus속의 미생물인 것을 확인하였다.

• Journal of the Korean institute of surface engineering
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• v.10 no.3
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• pp.3-11
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• 1977

The trivalent choromium plating process have been studied by serveral group of orkers in the recent years. In the plating process, Alecra 3 process is the most familiar one. Potassium formate and potassium chloride of the bath compositions in the above process, are exchanged for sodium formate and sodium chloride, and then they have been examined characteristics of the electrodeposition using above bath solution and a few optimum conditions. The results are as follows, (1) The characteristics of the electrodeposition ; that is, throwing power, covering power, appearance, and deposition rate are most satisfied when concentration of $CrCl_3{\cdot}6H_2O$ is 0.4 mol/l, and mol ratio of HCOONa to Chromium(III); HCOONa/$Cr^{3+}$, is 2 to 3. (2) Throwing power, covering power, color and deposit rate show a similiar tendency to Alecra 3 process.

• Maxillofacial Plastic and Reconstructive Surgery
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• v.18 no.2
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• pp.316-322
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• 1996

The effects of Sodium Fluoride on squamous cell carcinoma cell line(SCC-cells) cultured in vitro have been studied with respect to cytotoxicity and induction of chromosome aberrations. Cytotoxicity of NaF on SCC-cells, as determined by a decrease in colony-forming ability, linearly increased with dose of NaF(150-300 ug/ml) or exposure time (3-24h). SCC-cells treated with 30-60ug/ml NaF for 24h were analyzed for chromosome aberrations. A significant increase in the frequency of chromosome aberration at the chromatid level was induced by NaF in a dose-dependent manner. These results suggest that NaF is a toxic substance which inhibit cell proliferation and causes DNA damage in SCC-cells cultured in Vitro.

• Magazine of the Korea Concrete Institute
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• v.10 no.6
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• pp.325-333
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• 1998

Under the seawater environment, the reinforced concrete structure is deteriorated due to physical and chemical attacks. The main deterioration mechanism is the chloride corrosion of reinforcing steel. The corrosion inhibitors have been used to protect the rebars from corrosion which are susceptible to chlorides in concrete. However, there is not clear conclusion about corrosion inhibitors yet. In this study, it is made the accelerated experiment with 3 kinds of corrosion inhibitors for various chloride ingresses. It is estimated corrosion inhibitors that inhibitors by Half-Cell Potential, corrosion area ratio and weight loss ratio. It is concluded that inhibitors are not effective to corrosion inhibition for excessive chloride ingress. However, the effect of inhibition is directly proportional ot contents of corrosion inhibitors in some chloride ingress.

• Applied Chemistry for Engineering
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• v.9 no.2
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• pp.261-267
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• 1998

We have investigated the stability of macroemulsions of AOT prepared from Winsor systems. The emulsion system was prepared from heptane+aqueous NaCl+AOT. As the concentration of NaCl increases, the stability of the emulsion increases, reaches a maximum, and then decreases. At low salt concentration the creaming occurred due to density difference of oil and aqueous phases. We developed a model for the creaming. Behavior of the emulsions containing low salt could be described very well by the model, however, at high salt concentration the electrostatic repulsion decreased due to screening and droplets started to attract each other and the stability of the emulsion decreased.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.6 no.4
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• pp.609-619
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• 1996

Experimental study on effects of factors on the reaction crystallization of silver chloride in rushton type reactor. The size and size distributions of the silver chloride crystals were observed to be markedly affected by the agitation speed of solution, and feeding rate, feeding mode and concentration of reactants. From experimental data it was inferred that in the reaction crystallization of silver chloride the supersaturation level of silver chloride and concentration of excess ions in the solution, and mass transfer rate around the crystals were implicitly interrelated with factors and directly affected on the crystal nucleation and grwoth processes. However, the morphology of the silver chloride crystal was not changed by factors.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.6
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• pp.18-25
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• 2019

The cracks occurred during service life of concrete structure should be considered in durability design, because of the concrete's material property which is weak in tensile strength. In this study, the fly ash concrete mixtures considering 2 levels of strength is designed and outdoor exposure tests are conducted for those concrete specimens. The exposure environment is set to a splash zone, and in order to evaluate the effect of crack width on the behavior of chloride diffusion, the crack width of up to 1.0 mm is generated at intervals of 0.1 mm at each concrete mixture. After that, apparent chloride diffusion coefficient and surface chloride contents are deducted considering 3 levels of exposure periods(180 days, 365 days, 730 days). The diffusion coefficients of two types of mixture increase with the increase of crack width, and the diffusion coefficients decrease with the increase of exposure periods. In addition, the effect of the crack width on the diffusion coefficient is reduced as the exposure periods increase, which is attributed to the extra hydrate by chloride ion reducing the diffusivity of concrete. The behavior of the surface chloride contents does not significantly change by the increase in crack width, compared to the behavior of apparent chloride diffusion coefficient. Also, In the high strength FA concrete mixture, the surface chloride contents are 78.9 % ~ 90.7 % than the normal FA strength concrete mixture. Thus, Surface chloride contents have correlation with the strength of concrete.

• Journal of dental hygiene science
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• v.15 no.5
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• pp.577-584
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• 2015

The purpose of this study was to evaluate the effect of metal chloride infiltration treatment on color and strength changes of the yttria-stabilized tetragonal zirconia polycrystals (Y-TZP). Fifty disc specimens were prepared with a Y-TZP powder (ZPEX; Tosoh, Japan). Thirty different metal chloride solutions containing 0.03~0.08 wt% chromium and 0.03~0.07 wt% terbium ions were prepared. Presintered Y-TZP specimens were soaked in metal chloride coloring liquids for 3 minutes and sintered in air at $1,450^{\circ}C$ for 2 hours. The color of the specimens was measured with spectrophotometer and color difference (${\Delta}E^*$) was obtained based on the CIE $L^*$, $a^*$, $b^*$ color coordinate values. To evaluate the effect of metal chloride infiltration strength changes, the biaxial flexural test was performed at crosshead speed 0.5 mm/min. Colors of the sintered Y-TZP showed the colors of Vita shade guide A1, A2 and A3 with the infiltration of chromium and terbium chloride solutions. Density of the sintered Y-TZP increased by the infiltration of chromium and terbium chloride solutions. Bi-axial flexural strength of the sintered Y-TZP did not show statistically significant differences by the infiltration of chromium and terbium chloride solutions (p>0.05). Chromium and terbium chloride did not affect the crystal phase of zirconia, and all specimens showed tetragonal phase. Accordingly, this study suggests that chromium and terbium chlorides can make colored zirconia while adding in a liquid form. The color of colored zirconia differ from that of vita shade guide but it can use all ceramic restoration as substructure in dental clinic.

• Journal of the Korea Concrete Institute
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• v.17 no.5 s.89
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• pp.679-686
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• 2005

The corrosion of reinforcement induced by chloride ingress is the main deterioration cause of coastal reinforced concrete structures. In this paper, an experimental study was executed to investigate the effect of the kinds and replacement ratios of mineral admixtures (fly-ash, ground granulated blast-furnace slag silica fume and meta-kaolin), W/B and curing time on chloride diffusion of concrete by long-time immersion test in chloride solution. According to the result, the use of mineral admixtures was effective in improving the resistant to chloride ingress. The chloride penetration depth and diffusion coefficient were decreased as replacement ratios of mineral admixture were increased. The kind and replacement ratio of the mineral admixture are more important than the W/B in reducing the chloride diffusion of concrete. Chloride binding capacity of mineral admixture, which was sequenced in the order of MK

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.6
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• pp.132-139
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• 2017

A huge amount of de-icing agent is sprayed during winter to promote traffic safety in cold regions, and the quantity of de-icing agent sprayed has increased each year. The main ingredients in commonly used de-icing agents are chlorides, such as calcium chloride($CaCl_2$) and sodium chloride(NaCl). While calcium chloride is mostly used in Korea and sodium chloride is usually used in the U.S. and Japan, all de-icing agents include chloride ions. The chlorides included in sprayed calcium chloride-based de-icing agents have severe adverse effects, including the corrosion of reinforcing steels through salt damage by infiltrating into road structures, reduced structural performance of pavement or damage to bridge structures, and surface scaling, in combination with freezing damage in winter, as well as water pollution. In addition, the deterioration of paved concrete road surface that occurs after the use of calcium chloride-based de-icing agent accelerates the development of visual problems with traffic structures. Therefore, the present study was performed to prepare an environment-friendly liquid de-icing agent through a reaction between waste organic acids and calcium-based by-products, which are industrial by-products, and to analyze the properties of the de-icing agent in order to evaluate its applicability to road facilities.