• The Korean Journal of Zoology
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• v.30 no.3
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• pp.239-247
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• 1987

생쥐 신장의 근위세뇨관과 원위세뇨관 세포의 미세구조에 미치는 염화 메틸수은의 독성에 대한 홍삼유출물의 첨독성적 영향을 전자현징경적으로 연구하였다. 염화 메틸수은 처리군의 근위세뇨관 세포에서는 대조군에서 보다 철세 융모가 다소 축소되고 불규칙한 배열을 하였다. Brush border의 인접 부위에서는 작은 경계들이 나타나고 세포질 중앙 부위에서는 치밀체를 함유한 큰 육포들이 관색되었다. Mitochondria는 상당히 팽대되고 기양막은 부분적으로 비후되었으며 다수의 ITsosome이 나타났다. 염화 메틸수은 처리군의 원위세뇨관 세롱에서는 불규칙한 세포 표면, 양사된 세포, 그리고 다수의 ribosome과 소수의 지방사이 나타났으며 mitochondria 는 팽대되고 기고막은 부분적으로 비후되었다. 염화 메틸수은-홍삼추출물 병행 처리군의 근위세뇨관 세포에서는 염화 메틸수은 처리군에서 보다 mitochondria의 팽대 정도가 감소되었으며 육포의 크기와 수도 상당히 감소되었다. 염화 메틸수은-홍모적출물 병행 처리군의 원위세뇨관 세롱에서는 세포 표면이 어느정도 규칙적이고 mitochondria의 정해와 기저막의 비후 정도가 감소되어 정상 세포와 거의 유사하였다.

• 월간산업보건
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• s.382
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• pp.11-14
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• 2020

눈, 피부 및 점막 자극의 가능성을 최소화하기 위해 옥시 염화인(phosphorus oxychloride)의 직업적 노출기준 TLV-TWA를 0.1ppm(0.63 mg/㎥)으로 권고하였다. 옥시 염화인 독성의 징후 및 증상으로는 두통, 현기증, 식욕 부진, 메스꺼움, 흉통 및 호흡 곤란이 있고 심한 급성 또는 반복 만성 노출에 의해서는 기관지 폐렴, 폐부종 그리고 신장 손상을 유발한다. 옥시 염화인은 물 또는 습한 공기에서 분해되어 염화수소와 인산을 형성한다. 피부, 감작제(SEN), 발암성 표기와 TLV-STEL을 권고하기에 충분한 자료가 없다.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.1
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• pp.15-22
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• 2010

Chloride-induced corrosion of steel bars in concrete exposed to marine environments has become one of the major causes of deterioration in many important facilities made of reinforced concrete. A study on chloride penetration in concrete has developed through long period exposure test along seawater, assesment of chloride ion diffusion by electrochemical techniques and so on. However, reasonable and exclusive chloride penetration model considering concrete material properties with mixture, degree of hydration, binding capacity has not been established. Therefore, in this paper, chloride penetration analysis of non-steady state is accomplished with material properties of concrete. Comparing with the results of analysis and chloride ponding test, we could accept the effect of binding capacity on chloride penetration in concrete and these results could be applied to a service life prediction of R.C. structures submerged in seawater. Therefore, there are 20~40% differences of service life to SHRP prediction.

• Journal of the Korea Concrete Institute
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• v.15 no.6
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• pp.794-801
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• 2003

As it is important to measure the degree of the deterioration and predict service life caused by chloride in concrete structure the methods of measuring chloride in the concrete is raised important problems. This study is to set a new standard for using of the colorimetric method through grasping the character of the colorimetric distinction method, and measuring the chloride content at the place discolored. Also, to predict chloride content around embeded bar and time reaching limit chloride concentration through measuring the chloride content of concrete surface by colorimetric distinction method and this study presents the new concept of concrete degradation and diagnosis of the durability by salt damage. According the results, it is possible to use colorimetric distinction method as simplified measurement to measure the fixed quantity of the chloride concentration. What is more, it would make calculation of concrete surface chloride had a wide fluctuation at the general environment extended. Also, it would be make estimating durability of reinforced concrete structures applied to the basic data.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.617-620
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• 2008

When the RC structure repaired by patching repair method, which method refilles with patching repair material after removes degraded area, It is necessary to determine chloride ion's permeation from outside of the RC structure repaired by patching repair material. Therefore, in this study, damage from sea environment of structure was predicted, moreover, diffusion coefficient of concrete also determined to figure out rebar's corrosion and concentration of chloride ion. RCPT(Rapid Chloride Permeability Test) was used for ditermination of patching repair material's diffusion coefficient, also connection between material thickness and effect of chloride ion's permeation was examined in analytically. Results which derived by experimental test was used in FEM(Finite Element Method) and equation suggested by JSCE to predict concentration of chloride ion in different distance from surface.

• Journal of the Korean Institute of Landscape Architecture
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• v.45 no.3
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• pp.1-8
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• 2017

The present study aimed to investigate the effect of calcium chloride($CaCl_2$) on the growth and physiological responses of Pinus strobus and the variables that are sensitive to $CaCl_2$. Thus, changes in the visible damage, growth of root collar diameter, plant water content, chlorophyll content and composition, maximum PS II photochemical efficiency, and electron transport rate of P. strobus was analyzed in relation to treatment witih $CaCl_2$. A $CaCl_2$ solution(0.5, 1.0 and 3.0%) was applied in the root zone before leaf unfolding. Leaf browning, defoliation, and drying were observed with $CaCl_2$ application and this pattern was aggravated as the $CaCl_2$ concentration increased and the treatment period became longer. The decrease of growth in root collar diameter and height and leaf water content were observed at $CaCl_2$ 1.0% and 3.0%. The total chlorophyll content indicated that photopigment, PS II photochemical efficiency and electron transport rate significantly decreased at $CaCl_2$ 3.0%. In conclusion, $CaCl_2$ affected leaf water content and led to a decrease of capability in light harvesting and photochemical responses. Also, as a result of the correlation between calcium chloride concentration and growth and physiological response parameters, it was found that the leaf moisture content and the ratio of chlorophyll a and b reflect the damage level of calcium chloride sensitively because their coefficient of determinations were relatively high.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.6
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• pp.10-16
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• 2020

Deterioration of reinforced concrete structure caused by chloride ingress is the main issue and regrading this, many studies have been investigated with both experiments and computational modelling. In addition to chloride diffusion, chloride sorption should be considered as a chloride transport mechanism in concrete structure and cracks formed in concrete structures are the main variable to evaluate the performance of the structures. In this study, after making two types of cracks width (0.1 and 0.3 mm) in reinforced concretes, chloride absorption tests were performed. Weight change and colour change using 0.1 AgNO3 solution from the samples were performed to measure chloride ingress. Image processing was also carried out to quantify range of colour change in carck face. From the result, it were confirmed that the amount of chloride absorption increases with exposure time and increasing crack width, and chlorides reached at steel depth within 1 hour. It would be possible that chloride can move through interface bewteen steel and concrete, thereby further study regarding this is required.

• Proceedings of the Korean Institute of Resources Recycling Conference
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• 2005.10a
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• pp.266-270
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• 2005

본 연구는 Ta, Nb, Zr, 및 희토류 등을 복합적으로 함유한 복합광을 대상으로 사염화탄소에 의한 염화반응을 알아보기 위한 기초연구로서 각 산화물의 염화반응 특성을 알아보고 이를 토대로 복합광의 염화반응을 비교하여 보았다. 실험결과 산화물 상태의 Nb, Ta 및 Zr은 비교적 낮은 온도에서 염화반응이 일어나고 염화물이 휘발됨을 알 수 있었다. 복합광을 반응 온도 $400^{\circ}C,\;CCl_4$ 분압 0.28 일때 반응시간이 10분에서 60분으로 변함에 따라 니오븀 및 탄탈륨은 $91%{\sim}99%$의 높은 회수율을 나타내었으나 지르코늄은 각각 16.5%에서 27.5%로 약간 증가하는 경향을 나타내었다. 희토류의 경우 세륨은 반응율이 71.7에서 73% 정도였고 란타늄은 51%에서 54% 정도의 반응율을 나타내었다.

• Journal of the Korean Chemical Society
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• v.23 no.6
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• pp.339-348
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• 1979

The kinetics of the solvolysis of 2-furoyl chloride and 2-thenoyl chloride in $MeOH-H_2O,\;EtOH-H_2O,\;(Me)_2CO-H_2O,\;MeCN-H_2O$ and MeCN-MeOH has been investigated. The rates were faster in protic solvents than in aprotic solvents. This was caused by the bond breaking of leaving group through hydrogen-bonding solvation of protic solvents. In MeCN-M$\'{e}$OH the rate in MeOH rich solvents was faster than in MeCN rich solvents by the specific solvation of alcoholic hydrogen and there was a maximum rate of reaction at MeOH mole fraction of 0.8. The reaction rates of solvolysis were considerably slower than those of benzoyl chloride owing to the electron withdrawing effect of thienyl and furyl groups. It was concluded that solvolytic reaction proceeds via a dissociative $S_N2$ mechanism in which bond-breaking precedes bond-formation at the transition state.

• Resources Recycling
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• v.16 no.1 s.75
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• pp.37-43
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• 2007

It was studied to prepare anhydrous magnesium chloride which could used as the raw material of a fused salt electrolysis of magnesium by dehydration of magnesium chloride hydrate. The dehydration was carried out in a tube furnace at $350{\sim}580^{\circ}C$. It was confirmed that magnesium chloride hydrate was oxdized to magnesia through the dehydration in ambient atmosphere, but anhydrous magnesium chloride could be obtained in hydrogen chloride gas atmosphere. And the crystallity of the product increased with increasing temperature and time of dehydration. All of the un-reacted hydrogen chloride gases which were generated during the dehydration in hydrogen chloride gas atmosphere could be recovered as hydrochloric solution, and it could be reused for chlorination of magnesia to prepare magnesium chloride hydrate.