• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.05a
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• pp.33-34
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• 2023

Corrosion of reinforcement steel is a major cause of deterioration in reinforced concrete (RC) structures. In order to protect these structures from corrosion, corrosion inhibitors are added to the concrete mix. In recent years, zwitterionic compounds have shown promising results as corrosion inhibitors in concrete due to their ability to form a protective layer on the surface of the reinforcement steel. The experimental study involves preparing concrete samples with different concentrations of adding the hybrid corrosion inhibitor at a high concentration of chloride ions. This study aims to determine the chloride threshold value and service life of hybrid corrosion inhibitors in reinforced concrete based on zwitterions. The samples are subjected to accelerated corrosion tests in a chloride environment to determine the threshold value and service life of the corrosion inhibitor. The effect of hybrid inhibitor on mechanical properties is guaranteed in allowable range. The chloride threshold concentration and service life of hybrid inhibitor containing samples perform greater than those of plain RC.

• Proceedings of the KIEE Conference
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• 2008.10a
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• pp.167-168
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• 2008

The permeation of $Ca^{2+}$ ions through the materials such as polyvinyl chloride (PVC) and non-halogenated flame retardant cross linked polyolefin (FR-XLPO) used for CN-CV underground distribution power cable jackets was investigated. The permeation of $Ca^{2+}$ ions was found to increase with the increase of time. The FR-XLPO showed higher permeation of $Ca^{2+}$ ions, by a factor of about two, than the PVC. This was explained by the destruction of structural integrity caused by mixing a large amount of mineral flame retardant such as $Mg(OH)_2$ used to impart non-flame ability to the jacket material.

• Journal of the Korean Chemical Society
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• v.15 no.4
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• pp.183-189
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• 1971

Stoichiometry of hydrazine-bromate reaction has been studied in acid media of varying compositions, elucidating the effects of bromide and chloride ions in sulfuric acid, perchloric acid, hydrochloric acid, and hydrobromic acid at varying concentrations of hydrogen ion and cupric ion. The study shows that the number of red-ox equivalent consumed by one mole of hydrazine becomes practically 4.00 if the concentrations of bromide and hydrogen ions are kept higher than 0.1M and 6M, respectively. The presence of copper tends to reduce the bromate consumption by hydrazine in an irregular manner, but such an effect becomes unimportant if the concentrations of bromide and hydrogen ions are kept sufficiently high.

• Bulletin of the Korean Chemical Society
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• v.13 no.1
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• pp.83-87
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• 1992

The ring expansion of 1,3-thiazolidines 4 derived from ${\beta}$-ketoacid derivatives to the corresponding dihydro-1,4-thiazines 1 by using the action of chlorine on 4 has been achieved. In the chlorinolysis unisolable sulfenyl chlorides 5 may be formed from chlorosulfonium ions 11 by ${\beta}$-elimination involving carbonyl activated methylene hydrogens. Addition of sulfenyl chloride to the internal double bond appears to form probable thiiranium ions 14, which in turn gave 1 with loss of acidic proton. Imminium ions 15 could be hydrolyzed easily to give enol 8. As a side reaction, dihydrothiazine that was formed was further chlorinated to produce dichlorides 16 which were rearranged readily to the chloromethyl compounds 10.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.759-762
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• 1999

The concrete structures possessing good structural integrity can face durability problems due to deteriorations of concrete structures under various environmental conditions. The durability problems weaken the structural integrity in the long run. Especially, the excessive use of sea sand causes serious reinforcement corrosion and carbonation in concrete structures. An accelerated test is often used to predict deterioration as a qualitative measure, but without long term exposure test results or understanding of the relationship between the accelerated test and the long term exposure test, the accelerated test result alone can not be used effectively as a quantitative measure. In this paper, a methodology is proposed to predict the long term deteriorations, based on the result of the short-term accelerated test, of concrete containing different contents of chloride ions. Then, the correlation between two results on the steel corrosion ratio and the carbonation depth is analyzed for concrete with different chloride contents.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10c
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• pp.179-184
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• 1998

The permeability of concrete influences the durability of concrete remarkably. This paper describes a programme of permeability tests carried out to determine the differences between permeability coefficients derived using water, oxygen and chloride ions. Tests have been carried out on three concretes having water/cement ratios of 0.45, 0.55, 0.65 to measure their water, chloride-ion and gas permeability coefficients. The test results indicate that the permeability of concrete increase with the increase water cement ratios. The water and gas permeability coefficients is presented from $1.43$\times$10^{-10} to 19.01$\times$10^{-10}m/s$ and from $0.88$\times$10^{-10}$ to $1.59$\times$10^{-10}$m$^2$for concrete of different water cement ratios. The current intensity passing through the concrete is presented from 4504 to 4920 C.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.11a
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• pp.663-666
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• 2005

Chloride attach is one of the main factors which cause the deterioration of structures. In the case highway bridges, de-icer salts very significantly increase the surface scaling due to frost action. The deteriorated concrete is subject to experience degrading of durability under chloride attach environment. In this study, diagnosis report of 147 bridges is investigated and core sample of 21 bridge decks is examined and analyzed. The results show that the cover of decks concrete is required more than 8cm for retaining bridge lifetime over 30 years.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.04a
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• pp.694-699
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• 2000

Recently, the degradation of reinforced concrete structures due to physical and chemical attack has been a major issue in construction engineering. One of the main causes of degradation of concrete structures can be ascribed to chloride-induced corrosion, i.e., the rapid penetration of chloride ions into concrete. To estimate durability of reinforced concrete structures exposed to marine environment, many different kinds of accelerated tests to evaluate the concrete diffusivity were proposed. In this study, present test methods are reviewed and a proper test method for concrete is selected. The diffusion coefficients of concrete with corrosion inhibitor are measured using the proposed method, and then, measured values are compared to those of concrete without corrosion inhibitor. It is found from experimental results that diffusion coefficient re decreased with curing ages.

• Journal of the Korean institute of surface engineering
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• v.21 no.4
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• pp.168-175
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• 1988

The nickel0zinc allot depositions have been studjen in ammonium chloridw added chloride baths to fine out the effects of ultrasonic irradiation for the electrodeposition processes. The compositions of deposited alloys, the current efficiencies, corrosion resistance and brightness in various conditions of electrodeposition were investigated, in the range of ultrasonic irradiation of 50,500 and 1,000kc/s respectively. The results obtained are as follows; 1. the ratio of nikel to zinc in the deposit increased according 시 the ammonium chloride concentration in irradiated baths. 2. The current efficiencies became also higer in the irradiated bath. 3. Ammonium ions in solution seem to retard formation of zinc hydroxide. 4. The corrsion resistance and brightness of the deposits are dependent upon nickel content of deposits which ranges 10-18%(wt)nickel in the irradiated baths and 11-15%(wt)in ninirradisted baths. 5. The corrosion resistance and brightnes of the deposited are appreciably better in the irradiated baths than in non-irradiated bath with the mole ratio of 3.4(NH+4/Ni+++Zn++).

• Analytical Science and Technology
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• v.13 no.6
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• pp.699-704
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• 2000

A study has been made for the electrochemical destruction of cyanide ions and removal of zinc ions from a simulated electroplating wastewater by the use of a platinum platized-titanium anode and a stainless steel cathode. Several experimental parameters, including electrolysis time, cell current, additives, and chloride concentration, have been investigated and used for efficient destruction of cyanide waste and removal of zinc ions from aqueous solutions. It was found that cell current and type of additives gave great effects on the destruction of cyanide ions and removal of zinc ions. The optimized conditions (electrolysis time: 1hr, current: 12A, additive: 0.5 M NaCl) have been defined to destroy cyanide ions and remove zinc ions with high efficiency and low operation cost. The proper reaction mechanism leading to the destruction of cyanide on the anode has also been discussed.