• 한국건설순환자원학회논문집
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• 제3권1호
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• pp.22-33
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• 2015

Chloride ions in RC (Reinforced Concrete) structures can cause very severe corrosion in reinforcement steel. It is generally informed that chloride penetration can be considerably accelerated by enlarged chloride diffusion due to cracks. These cracks play a role in main routes through which chloride ions penetrate into the concrete, and also lead to steel corrosion in RC structures exposed to chloride attack, such as port and ocean structures. In this paper, field survey including evaluation of crack and chloride concentration distribution in concrete is performed to investigate an effect of crack on chloride diffusion. The service life of cracked concrete exposed to the marine environmental condition is estimated considering the crack effect on chloride diffusion. For this purpose, diffusion coefficients in cracked concrete are obtained based on the field survey. Using the relationship between diffusion coefficients in the cracked concrete and the crack widths, service life of the cracked concrete is predicted in a probabilistic framework. A bimodal distribution with two peaks, consisting of a weighted sum of two normal distributions is introduced to describe chloride diffusion of the concrete wharf with crack.

• Biomolecules & Therapeutics
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• 제3권3호
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• pp.223-228
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• 1995

In an attempt to define the effects of biphenyldimethyl dicarboxylate (DDB) on the lipid peroxidation and oxygen free radical scavenging enzymes activities in mercuric chloride-induced hepatotoxic rats, we studied malondialdehyde (MDA) level and the activities of catalase and superoxide dismutase (SOD) in liver of the rats at 24 hr after the injection of mercuric chloride. Sprague-Dalwey albino rats were injected subcutaneously with mercuric chloride (5 mg/kg) only and mercuric chloride (5 mg/kg) plus. DDB (200 mg/kg/day, p.o) is administered for 4 days prior to 3 days from the injection of mercuric chloride. The group treated with mercuric chloride showed significantly higher MDA level and lower catalase and SOD activities as compared with that of control group. The group treated with mercuric chloride plus DDB showed significantly lower MDA level and catalase activity and higher SOD activity as compared with that of mercuric chloride-treated group. These results suggest that the excessive oxygen free radicals resulting from the depression of superoxide dismutase activity is an important determinant in the pathogenesis of mercuric chloride-induced hepatotoxicity and DDB has antioxidant effects.

• Computers and Concrete
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• 제6권1호
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• pp.1-18
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• 2009

Chloride diffusivity of concrete is a crucial material parameter for service life determination and durability designing of marine concrete. Many research works on this issue have been conducted, varying from empirical solutions obtained experimentally to image analysis, based on multi-scale modeling. One of the simple approaches is to express the chloride diffusivity of concrete by a multi-factor function, however, the influences of various factors on the chloride diffusivity are ambiguous. Furthermore, the majority of these research works have not dealt with the carbonation process of concrete, although this process affects the chloride diffusivity of concrete significantly. The purpose of this study is to establish a simple approach to calculate the chloride diffusivity of (non)carbonated concrete. The chloride diffusivity of concrete should be defined, based on engineering and scientific knowledge of cement and concrete materials. In this paper, a lot of parameters affecting the chloride diffusivity, such as the diffusivity in pore solution, tortuosity, micro-structural properties of hardened cement paste, volumetric portion of aggregate, are taken into consideration in the calculation of the chloride diffusivity of noncarbonated concrete. For carbonated concrete, reduced porosity due to carbonation is calculated and used for calculating the chloride diffusivity. The results are compared with experimental data and previous research works.

• 한국환경보건학회지
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• 제23권2호
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• pp.1-11
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• 1997

Copper chloride 10 ppm, manganese chloride 100 ppm, nickel chloride 50 ppm을 각각 처리한 Bacillus subtilis를 배양하는 동안에 이들 세포에서 일어나는 인지질 생합성 및 지방산 조성의 변화를 대조구와 비교하여 분석하였다. 세포의 생장과 phosphatidylethanloamine, phosphatidylcholine, phosphatidylglycerol, cardilolpin은 대조구에 비해 금속 화합물 처리구에서 저해되었는데 copper chloride가 가장 큰 억제 효과를 나타내었다. 그러나 phosphatidylinositol은 금속화합물의 영향을 받지 않았다. 인지질 생합성에 이용된 주요 지방산은 대조구에서는 palmitic acid(평균 19.00%)와 stearic acid(평균 9.58%)로 나타났다. 그러나 copper chloride 처리구는 palmitic acid(평균 17.38%)와 oleic acid(평균 15.99%)가 인지질 생합성에 이용된 주요 지방산이었고, manganese chloride 처리구는 palmitic acid(평균 15.00%)와 myristic acid(평균 14.24%), nickel chloride 처리구는 oleic acid(평균 17.87%)와 stearic acid(평균 13.78%)가 인지질 형성에 이용되었다.

• 한국연초학회지
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• 제28권2호
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• pp.83-93
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• 2006

The aim of this study is to develop a simple and rapid field method for the determination of chloride content in tobacco green or cured leaves. To set up a practical process, several factors such as the proper sampling position of each leaf, the size of leaf lamina pieces for blending, the substitution of deionized water fur the extracting solution, 0.1N $HNO_3$, the submerging durations before blending, and the standing times before measuring were studied using flue-cured and burley tobacco with a stable and reproducible Chloride Meter, KRK CL-2Z. From the results, chloride contents of tobacco leaves could be analyzed with the Chloride Meter(CL-2Z) using the suspension of 14 mm diameter leaf disks after soaking in distilled water for 30 min., blending with a mini-blender for 30 seconds. The chloride contents measured in this way showed highly significant correlations with ones by the conventional potentiometric method using an ion meter-chloride electrode and $AgNO_3$ titration. In our method, the procedures such as drying, powdering and weighing samples, and using chemical reagents for extraction (0.1N $HNO_3$) and titration(0.028N $AgNO_3$) could be eliminated. These results suggest that the newly constructed method using the Chloride Meter is more efficient to determine the chloride content of tobacco leave in comparison with the one by the Ion $Meter:AgNO_3$ titration.

• 폴리머
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• 제29권4호
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• pp.338-343
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• 2005

Chloride계 전이금속 촉매의 존재 하에서 ABS/PC/triphenyl phosphate 컴파운드의 열분해 거동을 TGA(thermogravimetric analysis)를 통해서 조사하였다. Chloiide계 전이금속 촉매(cobalt chloiide, ferric chloride, nickel chloride 및 zinc chloride)는 ABS/PC/triphenyl phosphate 컴파운드의 열분해 과정에서 화학반응을 야기하여, 질소분위기에서 숯(char) 형성이 관찰되었으며, $600^{circ}C$에서 $3\~l3\%$의 비휘발성 눈을 형성하였다. 이와 같은 질소분위기에서의 ABS/PC/triphenyl phosphate 컴파운드의 숯 생성은 chloride계 전이금속 촉매의 가교효과(crosslinking effect)로 추정된다. 한편, 공기분위기에서는 생성된 숯은 고온 산화반응에 의해서 역분해되었다.

• Advances in concrete construction
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• 제16권3호
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• pp.155-167
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• 2023

The penetrated chloride in concrete has different behavior with mix proportions and local exposure conditions, even in the same environments, so that it is very important to quantify surface chloride contents for durability design. As well known, the surface chloride content which is a key parameter like external loading in structural safety design increases with exposure period. In this study, concrete samples containing OPC (Ordinary Portland Cement), GGBFS (Ground Granulated Blast Furnace Slag), and FA (Fly Ash) had been exposed to submerged, tidal, and splash area for 5 years, then the surface chloride contents changing with exposure period were evaluated. The surface chloride contents were obtained from the chloride profile based on the Fick's 2nd Law, and the regression analysis for them was performed with exponential and square root function. After exposure period of 5 years in submerged and tidal area conditions, the surface chloride content of OPC concrete increased to 6.4 kg/m³ - 7.3 kg/m³, and the surface chloride content of GGBFS concrete was evaluated as 7.3 kg/m³ - 11.5 kg/m³. In the higher replacement ratio of GGBFS, the higher surface chloride contents were evaluated. The surface chloride content in FA concrete showed a range of 6.7 kg/m³ to 9.9 kg/m³, which was the intermediate level of OPC and GGBFS concrete. In the case of splash area, the surface chloride contents in all specimens were from 0.59 kg/m³ to 0.75 kg/m³, which was the lowest of all exposure conditions. Experimental constants available for durability design of chloride ingress were derived through regression analysis over exposure period. In the concrete with GGBFS replacement ratio of 50%, the increase rate of surface chloride contents decreased rapidly as the water to binder ratio increased.

• 한국건축시공학회지
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• 제20권1호
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• pp.1-9
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• 2020

외부로부터 시멘트 복합체 내부로 침투되는 염소이온은 주로 농도차로 인한 확산을 통해 이동한다. 확산하는 염소이온 중 일부는 일반적으로 내부 수화물과의 반응을 통해 고정되는데, 최근의 몇몇 연구는 음이온 교환 수지(AER) 분말이 혼입된 시멘트 복합체의 염소이온 침투 저항성 및 고정능력에 관한 연구결과를 보여주었다. 본 연구에서는 AER이 분쇄되는 과정에서 염소이온 흡착능력이 상실하는지를 확인하고자 한다. AER 분말의 염소이온 흡착능력은 증류수와 포화수산화칼슘 수용액 조건에서 분석되었고, AER 비드의 염소 이온 흡착능력에 관한 기존의 연구결과와 비교되었다. 추가로, AER 분말이 포틀랜드 시멘트의 일부 치환된 모르타르의 압축강도 측정, 염소이온 확산계수 도출(NT Build 492 시험방법 이용), 염소이온 침투 프로파일링(전자현미분석 이용)을 수행하였다. 본 연구의 실험 결과는 분쇄과정으로 인한 AER 분말의 염소이온 흡착능력 저하가 거의 없음을 보여 주었다. 그리고 AER 분말은 모르타르 내에서도 염소이온을 빠르게 흡착할 수 있었고, 시멘트 수화물보다 우수한 염소이온 흡착성능을 보여주었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.66-69
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• 2003

Chloride ingress into concrete followed by reinforcement corrosion and deterioration of concrete structures is a major problem for many structures under chloride attacks. It is necessary to investigate the environmental conditions of concrete structures exposed to chloride attacks. In this study, the air-borne chloride contents in domestic marine environment were investigated.

• Corrosion Science and Technology
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• 제8권5호
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• pp.171-176
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• 2009

The chloride threshold level (CTL) in mixed concrete containing, ordinary Portland cement (OPC), pulverized fuel ash (PFA) ground granulated blast furnace slag (GGBS), and silica fume (SF) is important for study on corrosion of reinforced concrete structures. The CTL is defined as a critical content of chloride at the steel depth of the steel which causes the breakdown of the passive film. The criterion of the CTL represented by total chloride content has been used due to convenience and practicality. In order to demonstrate a relationship between the CTL by total chloride content and the CTL by free chloride content, corrosion test and chloride binding capacity test were carried out. In corrosion test, Mortar specimens were cast using OPC, PFA, GGBS and SF, chlorides were admixed ranging 0.0, 0.2, 0.4, 0.8, 1.0, 1.5, 2.0, 2.5 and 3.0% by weight of binder. All specimens were cured 28 days, and then the corrosion rate was measured by the Tafel's extrapolation method. In chloride binding capacity, paste specimens were casting using OPC, PFA, GGBS and SF, chlorides were admixed ranging 0.1, 0.2, 0.3, 0.5, 1.0, 1.5, 2.0, 2.5 and 3.0% by weight of binders. At 28days, solution mixed with the powder of ground specimens was used to measure binding capacity. All specimens of both experiments were wrapped in polythene film to avoid leaching out of chloride and hydroxyl ions. As a result, the CTL by total chloride content ranged from 0.36-1.44% by weight of binders and the CTL by free chloride content ranged from 0.14-0.96%. Accordingly, the difference was ranging, from 0.22 to 0.48% by weight of binder. The order of difference for binder is OPC > 10% SF > 30% PFA > 60% GGBS.