• Title/Summary/Keyword: 염화물 이동

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Polymerization of Vinyl Monomers Initiated by Cobalt (II) Chloride (염화코발트(Ⅱ)에 의한 비닐단위체의 중합)

  • Lee Dong-ho;Ahn Tae-oan
    • Journal of the Korean Chemical Society
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    • v.19 no.1
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    • pp.53-64
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    • 1975
  • The polymerization of methyl methacrylate initiated by cobalt(II) chloride in tetrahydrofuran has been studied. The conversion was increased liearly with polymerization time at initial stage of 6${\sim}$7% conversion and then the rate of polymerization was slightly reduced, and after that the autoacceleration was observed. The rate of polymerization was increased with the concentration of cobalt(Ⅱ) chloride, but at the concentration of cobalt(II) chloride higher than $3.4{\times}10^{-4}$ mole/l the rate of polymerization was decreased. The rate of polymerization was dependent on the 1.38 power of the concentration of methyl methacrylate. The effect of the radical inhibitor DPPH was observed and the inhibition time was increased with the concentration of DPPH. The apparent overall activation energy was calculated to be 13.2 kcal/mole. In the copolymerization of methyl methacrylate ($M_1$) and styrene ($M_2$), the monomer reactivity ratio was found to be $r_1$ = 2.35, $r_2$ = 0.78. From the above results. the initiation mechanism of polymerization was discussed and it was considered that the polymerization proceeds mainly via diradical mechaism.

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Study on the Water Penetration in Mortar by Water Pressure (수압에 따른 모르타르내 수분침투에 관한 연구)

  • Yoo, Jo-Hyeong;Lee, Han-Seung;Cho, Hyeong-Kyu
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.505-508
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    • 2008
  • Concrete is a type of porous materials and is physically and chemically damaged due to exposure to various environments from the placing to the service life. These reactions affect the corrosionof steel bars applied in concrete and that decreases the durability life and strength of such steel bars. Thus, it is very important to insert rust inhibitors into steel bars in the case of a deterioration element that exceeds the critical amount of corrosion in the location of steel bars. However, it is very difficult to guarantee corrosion resistance at the location of steel bars using conventional technology that applies corrosion inhibitors only on the surface of concrete. This study attempts to develop a method that penetrates corrosion inhibitors up to the location of steel bars and investigate the penetration depth of corrosion inhibitors by verifying moisture migration in concrete under an applied pressure.

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The Inhibitive Effect of Electrochemical Treatment Applied to Fresh/hardened Concrete (철근 부식 방식을 위한 굳지 않은/굳은 콘크리트의 전기방식 적용에 관한 연구)

  • Kim, Sung-Wook;Moon, Jae-Heum;Ann, Ki-Yong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.5
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    • pp.67-76
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    • 2013
  • In this study, the inhibitive effect of electrochemical treatment subjected to fresh and hardened concrete and literature reviews in terms of the treatment were performed. In hardened concrete, chloride ions are mixed during casting to destroy the passivity of steel, and then the current was provided for 2 weeks with 250, 500 and $750mA/m^2$. After completion of electrochemical treatment, the extraction of chloride ions was quantified and repassivation of steel was observed. Simultaneously, the equated levels of current density for 2 weeks were applied to fresh concrete. Steel-concrete interface in concrete was observed by BSE image analysis and the concrete properties in terms of the diffusivity of chloride ions and the resistance of steel corrosion was measured. As the result, electrochemical treatment is very effectiveness to rehabilitate the passive film on the steel surface and 63-73% of chloride ions in concrete were extracted by the treatment. As the treatment was applied to fresh concrete, the resistance of steel corrosion was improved due to the densification of $Ca(OH)_2$ layers in the vicinity of steel. However, an increase in the current density resulted in an increase in surface chloride content of concrete.

Oxygen reduction and control of surface oxide on titanium by calcium reductant (칼슘과의 반응에 의한 타이타늄 분말 표면의 산화층 제어 및 산소 저감)

  • Im, Jae-Won;Im, No-Un;Hong, Cheon-Il;O, Jeong-Min
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2017.05a
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    • pp.115-115
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    • 2017
  • 티타늄에 있어서 주요 침입형 원소인 산소는 결함을 일으키는 원인으로 산소함량을 줄이는 연구가 활발히 진행되고 있다. 최근 가장 많이 이용되는 탈산 방법은 칼슘 및 칼슘염화물의 높은 산소 친화력을 이용하는 것이다. 칼슘염화물 플럭스를 사용하여 칼슘을 용해하고, 티타늄과 반응한 탈산생성물인 칼슘산화물을 플럭스 내에 용해시키는 방법이다. 이러한 방법으로 티타늄 와이어 및 시트 내 산소를 저감한 연구가 보고되었다. 티타늄 탈산의 제일 큰 구동력은 티타늄 내 산소원자의 확산이다. 티타늄의 탈산온도가 1,155K 이상으로 증가하면 hcp에서 bcc 구조로 변태되는데 이러한 구조에서 산소의 확산은 더 활발해진다. 실제로 티타늄의 변태온도 이전에서는 확산속도가 낮아서 큰 변화가 없지만, 1,273K 고온의 bcc 구조에서는 확산속도가 빨라서 그 이전에 비해 100배 이상 빠르게 원자 이동이 일어나는 것으로 알려져 있다. 하지만 이러한 탈산 방법은 티타늄 원재료가 벌크 형태에서 주로 연구되었으며 티타늄 분말에 대한 탈산 연구는 보고된 바가 많지 않다. 이는 높은 탈산온도에서 칼슘의 용해로 인한 분말의 건전한 회수가 어렵기 때문이다. 이러한 문제를 해결하기 위해 본 연구진은 칼슘 증기를 이용한 비접촉식 탈산 용기를 제작하여 티타늄 분말을 변태온도 이상에서 탈산하여 1,000ppm 이하 저산소 티타늄 분말을 회수하였다. 칼슘을 이용한 티타늄 내 산소의 제거 메커니즘을 깁스자유에너지와 각각의 분압에 의해 설명하고 있다. 가장 일반적인 설명은 티타늄 내 산소가 탈산온도에 따라 확산하게 되며 이러한 산소는 티타늄의 표면에서 티타늄 산화층을 형성한다. 이때 탈산제인 칼슘의 높은 산소 친화력으로 티타늄 산화층은 분해되어 칼슘산화물을 형성한다. 이러한 과정으로 티타늄 내 산소가 제거되는 것으로 알려져 있다. 하지만 많은 탈산 연구에도 불구하고 대부분의 연구 보고에서는 탈산 전후의 산소 농도 변화만 측정하였으며, 실제적으로 티타늄 탈산 전후의 표면산화층의 변화, 티타늄 내부의 산소농도 변화 및 격자 변형에 대한 연구는 보고된 바 없다. 따라서 본 연구는 1,000 ppm 이하 저산소 티타늄 분말 제조에 있어서 탈산 전후 표면 산화층 및 내부 산소 농도 등을 분석하여 탈산 거동에 대해 관찰하였다. 본 연구에서 비접촉식 탈산용기를 이용하여 칼슘 증기에 의한 탈산에 의하여 1,000 ppm 이하 저산소 티타늄 분말 제조하였고, 탈산된 분말을 티타늄 원재료와 비교하여 표면 산화층, 격자 변형, 내부 산소 농도 등을 분석하여 탈산에 따른 산소 거동을 살펴보았다. 탈산된 티타늄 분말의 표면 산화층은 원재료 대비 73% 제거되어 약 3nm로 줄었음을 확인하였고, 또한 표면 산화층 감소뿐만 아니라 티타늄 분말 내부에서도 원재료보다 산소 농도가 감소하였음을 확인하였다.

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A Review Based on Ion Separation by Ion Exchange Membrane (이온교환막을 통한 이온분리에 대한 총설)

  • Assel, Sarsenbek;Patel, Rajkumar
    • Membrane Journal
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    • v.32 no.4
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    • pp.209-217
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    • 2022
  • Ion exchange membrane (IEM) is an important class of membrane applied in batteries, fuel cells, chloride-alkali processes, etc to separate various mono and multivalent ions. The membrane process is based on the electrically driven force, green separation method, which is an emerging area in desalination of seawater and water treatment. Electrodialysis (ED) is a technique in which cations and anions move selectively along the IEM. Anion exchange membrane (AEM) is one of the important components of the ED process which is critical to enhancing the process efficiency. The introduction of cross-linking in the IEM improves the ion-selective separation performance due to the reduction of free volume. During the desalination of seawater by reverse osmosis (RO) process, there is a lot of dissolved salt present in the concentrate of RO. So, the ED process consisting of a monovalent cation-selective membrane reduces fouling and improves membrane flux. This review is divided into three sections such as electrodialysis (ED), anion exchange membrane (AEM), and cation exchange membrane (CEM).

Rapid Chloride Penetration Test for Concrete Based on the Electrochemical Method (전기 영동법에 기초한 콘크리트의 급속 염소이온 확산 특성 평가)

  • Oh, Sang-Gyun;Park, Dong-Cheon
    • Journal of Navigation and Port Research
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    • v.34 no.10
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    • pp.787-792
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    • 2010
  • It is necessary to predict the penetration of chloride ions for designing RC construction in marine environments. However, it takes a long time to obtain chloride migration coefficients. Therefore, the rapid chloride penetration test (RCPT) is generally used to shorten the test time. But there is a difference between chloride migration coefficients determined by rapid chloride penetration tests and those based on exposure in marine environments. In this study, we evaluated the effect on the chloride ion migration coefficient caused by a change in voltage and NaCl concentration. We also compared the relationship between the chloride ion migration coefficient by RCPT and that by exposure in marine environments. As a result of the experiments, we found that there is only a small change in the experimental factors based on changes in voltage and NaCl concentration and since they are so small, we can conclude that they are in the range of experimental error and test results from chloride ion migration coefficients by RCPT and exposure were very different from each other. In the exposure experiments, when the water-cement ratio was increased, the smaller fine air gaps in concrete affected the chloride ion migration coefficient.

An Experimental Study on the Fundamental Properties and Durability of Sewer Type Restorative Mortar Spread with Antibiotics (항균제를 도포한 하수시설용 단면복구 모르타르의 기초물성 및 내구특성에 관한 실험적 연구)

  • Kim, Moo-Han;Kim, Gyu-Yong;Kim, Jae-Hwan;Cho, Bong-Suk;Lee, Dong-Heck
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.3
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    • pp.195-202
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    • 2006
  • Deterioration of sewer concrete is representative that biochemical corrosion according to the $H_2S$ has growth by inhabit sulfur-oxidzing bacteria because of special environment in sewer. But in case of domestic, fundamentally, sulfur-oxidzing bacteria could moderate development of repair material method is need because of corrosion prevent method is inconsideration with carry out to improve project. In this paper, after development of spread type antibiotic with antibio-metal, antibacterial performance about sulfur-oxidzing bacteria of antibiotic and tested to estimate fundamental properties of bonding strength, abrasion contents, contents of water absorption, contents of air permeability, carbonation depth, chloride ion penetration depth and chemical resistance of spread with antibiotic restorative mortar.

Preparation of Ultrafine TiCN Powders by Mg-reduction of Metallic Chlorides (마그네슘의 금속염화물 환원에 의한 초미립 TiCN 분말합성)

  • Lee, Dong-Won;Kim, Jin-Chun;Kim, Yong-Jin;Kim, Byoung-Kee
    • Journal of Powder Materials
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    • v.16 no.2
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    • pp.98-103
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    • 2009
  • The ultrafine titanium carbonitride particles ($TiC_{0.7}N_{0.3}$) below 100nm in mean size were successfully synthesized by Mg-thermal reduction process. The nanostructured sub-stoichiometric titanium carbide ($TiC_{0.7}$) particles were produced by the magnesium reduction at 1123K of gaseous $TiC_{l4}+xC_2Cl_4$ and the heat treatments in vacuum were performed for five hours to remove residual magnesium and magnesium chloride mixed with $TiC_{0.7}$. And final $TiC_{0.7}N_{0.3}$ phase was obtained by nitrification under normal $N_2$ gas at 1373K for 2 hrs. The purity of produced $TiC_{0.7}N_{0.3}$ particles was above 99.3% and the oxygen contents below 0.2 wt%. We investigated in particular the effects of the temperatures in vacuum treatment on the particle refinement of final product.

Synthesis of Diketo Copper(II) Complex and Its Binding toward Calf Thymus DNA (CTDNA) (이케토 구리(II) 착물의 합성 및 송아지 Thymus DNA(CTDNA)와의 상호작용)

  • Tak, Aijaz Ahmad;Arjmand, Farukh
    • Journal of the Korean Chemical Society
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    • v.55 no.2
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    • pp.177-182
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    • 2011
  • A diketo-type ligand was synthesized by the Knoevenagel condensation reaction of thiophene-2-aldehyde with acetylacetone, subsequently its transition metal complexes with Cu(II), Ni(II), and Co(II) chlorides were also prepared. All the complexes were characterized by various physico-chemical methods. The molar conductivity data reveals ionic nature for the complexes. The electronic spectrum and the EPR values suggest square planar geometry for the Cu(II) ion. Interaction of the Cu(II) complex with CTDNA (calf thymus DNA) was studied by absorption spectral method and cyclic voltammetry. The $k_{obs}$ values versus [DNA] gave a linear plot suggesting psuedo-first order reaction kinetics. The cyclic voltammogram of the Cu(II) complex reveals a quasi-reversible wave attributed to Cu(II)/Cu(I) redox couple for one electron transfer with $E_{1/2}$ values -0.240 V and -0.194 V. respectively. On addition of CTDNA, there is a shift in the $E_{1/2}$ values 168 mV and 18 mV respectively and decrease in Ep values. The shift in $E_{1/2}$ values in the presence of CTDNA suggests strong binding of Cu(II) complex to the CTDNA.

Environmental Mineralogical Study on Weathering of the Western Stone Pagoda in Gameun Temple by Sea Salts Spray (해염(Sea Salts) 분무에 의한 감은사지 삼층석탑(서탑)의 풍화현상에 관한 환경광물학적 연구)

  • Sung, So Young;Kim, Soo Jin;Park, Chan Soo
    • 한국문화재보존과학회:학술대회논문집
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    • 2004.03a
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    • pp.78-91
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    • 2004
  • 염(Salts)은 일반적으로 가장 강력한 풍화요인 물질 중 하나이다. 염의 결정화(crystallization) 및 수화(hydration)작용은 석재의 화학적 풍화 뿐만이 아니라 물리적 풍화를 가속화 시킨다. 감은사지 석탑은 오랜 세월 대기 중에 노출되어 대기환경오염으로 인한 화학적 풍화 뿐만이 아니라 지리적으로 바다에 인접해 있어 바다에서 기원한 염화나트륨(NaCl)의 영향으로 다른 석조물에 비해 심한 물리적 풍화현상을 보이고 있다. 편광 현미경 및 SEM, XRD, XRF를 이용하여 석탑의 구성석재 및 염(salts)에 대한분석을 실시하였으며, 용출실험을 통해 얻은 용액에 대해서는 IC와 ICP-AES를 이용하여 분석하였고, 염류와 석재의 반응산물로 만들어진 염에 대해서는 정방위시료와 부정방위시료를 제작하여 분석하였다. 감은사지 석탑을 이루는 암석은 결정응회암으로 주 구성 광물은 사장석 및 정장석이며 소량의 석영 및 흑운모 등이 함유되어 있고 소량의 유리질 석기로 구성되어 있다. 석재의 표면에는 주 구성 광물들의 화학적 풍화로 인해서 생성된 2차 광물로 팽창성 점토광물인 스멕타이트가 존재하며, 대기오염물질과의 결합에 의해 생성된 대표적인 황산염인 석고$(gypsum,\;CaSO_4{\cdot}2H_2O)$, 소금(halite, NaCl), 해양기원 염류인 소금성분과 대기오염물질이 만들어낸 테나다이트$(thenardite,\;Na_2SO_4)$가 존재한다. 이들 염류는 일차적으로 암석의 표면에 백화현상을 초래하기도 하고, 대기 중의 오염물질과 결합하여 일부는 흑화현상을 보이기도 한다. 또한 암석 내 수분이 증가할 경우 이들 염들이 암석의 공극이나 열극을 따라 내부로 이동하여 subflorescence를 발생시켜 박락 및 박탈의 원인이 되었으며, 온도와 수분의 변화에 따른 이들 염(salts)의 수화 및 결정 작용 그리고 새로운 염(salts)의 침전작용을 반복하면서 석재 내부와 외부의 암석 및 결정에 균열과 미세열극 등이 생성되어 석재 자체의 구조적 안정성에 영향을 주고 있다. 따라서 감은사지 석탑은 지리적 환경 차이로 인해 일반적인 환경의 석조물들과는 다른 형태의 풍화양상을 보이고 있어서 풍화양상 및 풍화형태에 대한 정확한 연구와 이해를 바탕으로 보존대책이 마련되어야 한다.

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