• 분석과학
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• 제12권5호
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• pp.403-407
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• 1999

먹는 물 중에 이산화염소의 새로운 정량법으로 기존 요드 적정법을 변화시켜 개발하였다. 이 방법은 먼저 염소 등의 산화성 방해물질을 질소로 purging시킴으로서 제거하는 것으로 되어 있다. ${ClO_2}^-$와 ${ClO_3}^-$의 음이온 분석은 ion chromatography-열전도도 검출기를 이용하였으며 매우 좋은 분리능을 보였다. 위의 방법으로 국내에서 사용 중에 있는 안정화 이산화 염소를 분석하였을 때 이산화 염소의 함량이 0.01-0.09%로 매우 적은 양 함유되어 있었고 대부분이 $ClO_2$로 구성되어 있었다.

• 한국재료학회지
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• 제29권1호
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• pp.16-22
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• 2019

Indirect oxidation using chlorine species oxidizing agents is often effective in wastewater treatment using an electrochemical oxidation process. When chlorine ions are contained in the wastewater, oxidizing agents of various chlorine species are produced during electrolysis. In a ballast water management system, it is also used to treat ballast water by electrolyzing seawater to produce a chlorine species oxidizer. However, ballast water in the brackish zone and some wastewater has a low chlorine ion concentration. Therefore, it is necessary to study the chlorine generation current efficiency at various chlorine concentration conditions. In this study, the chlorine generating current efficiency of a boron-doped diamond(BDD) electrode and insoluble electrodes are compared with various chloride ion concentrations. The results of this study show that the current efficiency of the BDD electrode is better than that of the insoluble electrodes. The chlorine generation current efficiency is better in the order of BDD, MMO(mixed metal oxide), $Ti/RuO_2$, and $Ti/IrO_2$ electrodes. In particular, when the concentration of sodium chloride is 10 g/L or less, the current efficiency of the BDD electrode is excellent.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.23-24
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• 2018

Reinforced concrete is a building material that is generally used in modern society. Also, reinforced concrete structures in high salinity environments have low durability due to corrosion of reinforcing bars due to infiltrated chlorine ions. Anion exchange resins have an ability to immobilize chlorine ions in the resin while releasing their anions. As a material, it has already been shown that it is possible to fix the chloride ion inside the cementitious material through the cement mortar experiment. The purpose of this study is to confirm the compressive strength of cement mortar using powdered anion exchange resin after powdering an anion exchange resin. In order to confirm the chloride ion fixation ability of the powder anion exchange resin, chlorine ion penetration resistance test was carried out.

• 한국해양공학회지
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• 제31권3호
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• pp.248-255
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• 2017

Many rivers and seas have been affected by environmental contamination. Therefore, city water supplies often require a high-degree purification treatment to provide safe drinking water. However, in order to achieve a high-degree purification treatment, a large amount of chlorine has to be added to sterilize city drinking water. The added chlorine reacts chemically with water and forms hypochlorous and chlorine ions. The hypochlorous ionizes with hypochlorous ions and hydrogen ions. As a result, the city water contains a large amount of chlorine ion. As such, when city water is used with domestic boilers, many kinds of heat exchangers, and the engines of vehicle and ships, there are often corrosion problems. In this study, alkali water was electrochemically made by electrolysis of city water, and corrosion properties between alkali and city water were investigated with an electrochemical method. Most of the chlorine ions are thought to not be contained in the alkali water because the alkali water is created in the cathodic chamber with an electrolysis process. In other words, the chlorine ion can be mostly removed by its migration from a cathodic chamber to an anodic chamber. Moreover, the alkali water also contains a large amount of hydroxide ion. The alkali water indicated relatively good corrosion resistance compared to the city water and the city water exhibited a local corrosion pattern due to the chlorine ion created by a high-degree purification treatment. In contrast, the alkali water showed a general corrosion pattern. Consequently, alkali water can be used with cooling water to inhibit local corrosion by chlorine ions in domestic boilers, various heat exchangers and the engine of ships and for structural steel in a marine structure.

• 상하수도학회지
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• 제23권3호
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• pp.331-337
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• 2009

Electrolysis produces hypochlorous acid by using a small quantity of NaCl as electrolyte. This process maximizes the stabilization of drinking water through the control of chlorine residual concentration. This study investigated free chlorine generation by an electrolytic method using $Ti/IrO_2$ and stainless steel. The generation of free chlorine was increased with increasing hydraulic retention time, voltage, chlorine ion concentration and the number of electrodes. However, the change of pH did not affect the generation of free chlorine. There was no significant difference on the behavior of chlorine concentration between electrolytic method and NaOCl injection. In this study, the concentration of free chlorine predicted model based on power functional model was developed various under conditions. Electrolysis free chlorine generation model can be effective tool in the estimation of free chlorine generation.

• 멤브레인
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• 제30권4호
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• pp.276-281
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• 2020

알칼리 금속 이온과 염소 이온이 포함된 용액으로부터 이온교환수지를 이용한 이온 제거에 대한 연구를 진행하였다. 양이온인 금속이온(Na⁺와 K⁺)의 제거에는 양이온교환수지를, 음이온인 염소 이온(Cl^-)의 제거에는 음이온교환수지를 사용하였다. 용액 A (Na⁺를 36,633 ppm, Cl^-를 57,921 ppm 함유)의 경우, Na⁺ 이온과 Cl^- 이온은 20분 이내에 99% 이상 제거되었다. 용액 B (K⁺를 1,638 ppm 함유)의 경우, K⁺ 이온은 3분 이내에 99% 이상 제거되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.580-583
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• 2004

Due to the tendency of increase in demolished-concrete produced by alteration and deterioration of concrete structures, recycling of those demolished-concrete is necessary to solve the exhaustion of natural aggregate, in order to save resources and protect environment. In this an experimental study herein, the Chlorine-ion and Carbonation resistance of the recycled aggregate concrete was investigated. Coarse aggregate was replaced with $100\%$ of the recycled aggregate and cement and fine recycled aggregate was replaced with various amount. It was shown that the concrete can obtain resistance of chlorine-ion, when fly ash replaced with up to $30\%$ of cement.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.423-426
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• 2005

Until now, the quantity to recycle wasted concrete as the great supplementary value was very little. But considering a insufficiency of the present state of aggregates, the recycling of wasted aggregates is indispensable. Recycled aggregate is useful resources for concrete, but its application to structural member is not frequently. In this an experimental study here in, this study is to reinforcement orientation containing fiber of the spun-concrete using recycled aggregate, evaluation of designed chlorine-ion and carbonation resistance. The result of study chlorine-ion resistance by using replacement ratios ($0.00\%,\;0.01\%,\;0.03\%,\;0.05\%,\;0.08\%$) of fiber which it more increase. Carbonated thickness of the spun-concrete used fiber and the normal spun-concrete was similar or it appeared with the tendency which it diminishes.

• 한국표면공학회지
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• 제33권5호
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• pp.339-348
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• 2000

The study was conducted on the effect of bath composition on the surface appearance, the hardness and the crystal orientation of zinc electrodeposits from the chloride bath. (1) The hardness of the zinc electrodeposits from the chloride bath was increased by suppressing mass transfer of zinc through adding the organic additives and the chlorine ion in the electrolyte. (2) The surface whiteness of zinc deposits was decreased due to the change of the preferred orientation from (002) , (103) to (101) , (100) through increasing the organic additives and chlorine ion in the electrolyte. (3) The addition of Cu, Sn, Ni or Co in the chloride bath elevated the hardness of the zinc deposits but darkened the surface whiteness. (4) The optimum condition of the organic additives and the chlorine ion for increasing the hardness of zinc deposits and preventing dark surface ranges 0.3 m1/1 to 0.4 m1/1 and 6.5 mol/1 to 6.8mol/l respectively.

• 공업화학
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• 제23권1호
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• pp.86-92
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• 2012

이온교환수지(ion exchange resin; IER)를 이용하여 이산화염소($ClO_2$)의 전구체 용액인 아염소산나트륨($NaClO_2$) 용액으로부터 아염소산이온($ClO_2^-$)을 흡착시킨 후 전기분해장치(electrolysis system)에 의한 이산화염소 가스 발생 특성을 조사하였다. 이온교환수지는 강염기성 음이온교환수지를 사용하였으며, 전극으로는 Ru, Ir이 코팅된 Ti plate를 사용하였다. 반응조의 교반속도, 온도, 아염소산 제조농도, 이온교환수지의 투입량과 형태에 따라 이온교환수지의 아염소산이온($ClO_2^-$) 흡착량에 미치는 영향을 조사하고 최대 흡착량을 나타내는 이온교환수지를 도출하였다. 전기분해장치에 의한 이산화염소의 발생 추이를 관찰하고 발생 목표값에 최적화된 조건을 실험계획법인 반응표면분석(response surface design)으로 선정하였다. 최대 흡착량을 나타내는 강염기성 음이온교환수지는 SAR-20 (TRILITE Gel type II형)이며 그 흡착량은 약 110 mg/IER (g)으로 관찰되었으며, 전기분해장치의 이산화염소 발생 최적조건은 멸균 목표값인 900~1000 ppm, 1 h에서 정전류는 전류인가 전극의 면적을 기준으로 $A/dm^2$, $N_2$ gas 유량은 4.7 L/min이었다.