• Title/Summary/Keyword: 이온 침투

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Service Life Assessment and Restrain Methods of Carbonation Attack on PC Outer Wall of LNG Storage Tanks (탄산염해에 대한 LNG 저장탱크 PC 외부벽체의 수명평가 및 억제방안)

  • Lee, Seung-Rim;Song, Il-Hyun;Kim, Han Sang
    • Journal of the Korean Institute of Gas
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    • v.18 no.2
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    • pp.73-80
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    • 2014
  • The objective of this paper is to assess the service life and retrain methods of specimens, which were subjected to carbonation attack, obtained from mix proportion of Sam-cheok LNG storage tank under construction. As the results, accelerated-carbonation penetration depths of 7, 28, 56 ages indicated 4.45, 9.19, 13.37mm, and even considering for cover depths of steel of LNG storage tank under real operation, it was enough. In addition, with carbonation velocity coefficient calculated by carbonation penetration depths, the service life to design cover depth(70, 80, 90, 100mm) of PC outer tank of LNG storage tank was 779, 1017, 1287, 1589 years and 466, 609, 771, 951 years, respectively, considering the $CO_2$ concentration in air which account for the 0.03% and 0.05%. Also, the restrain methods to carbonation attack were feasible through controlling the factors affecting the changes of hydration products such as $Ca(OH)_2$, ion composition in pore solution and matter mobility of organization structures within hardened concrete.

A Study on the Stabilization of the Papain Enzyme in the Moderately Concentrated Anionic Surfactant System (음이온 계면활성제에서 파파인 효소의 안정도에 관한 연구)

  • Kim, Ji-Yeong;Kim, Jin-Woo;Kim, Yong-Jin;Lee, Jae-Wook;Lee, Hae-Kwang;Kang, Hak-Hee
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.33 no.2
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    • pp.93-97
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    • 2007
  • Even in the moderately concentrated anionic surfactant system, some special encapsulation method can shield the papain enzyme from proteolytic attacks. The stabilization of enzyme has been a major issue for successful therapies. In this study, we first stabilized an enzyme, papain in the microcapsules by using polyols, polyethyleneglycol (PEG), poly-propyleneglycol (PPG), and PEG-PPG-PEG block copolymer. In the analysis of EDS and CLSM, it was demonstrated that polyols are effectively located in the interface of papain and polymer. Polyols located in the interface had an ability to buffer the external triggers by hydrophobic partitioning, preventing consequently the catalytic activity of papain in the micro-capsules. Second. we introduced multi-layer capsulation methods containing ion complex. Such a moderately concentrated anionic surfactant system as wash-off cleansers, surfactants and waters can cause instability of entrapped enzymes. Surfactants and water in our final products swell the surface of enzyme capsules and penetrate into the core so easily that we can not achieve the effect of enzyme, papain. In this case, the ion complex multi-layer capsule composed of sodium lauroyl sarcosinate and polyquaternium-6 could effectively prevent water from penetration into the core enzyme, followed by in vivo test, and evaluate the stratum corneum (SC) turn-over speed.

The Durability of the Concrete Using Bottom Ash as Fine Aggregate (바텀애시를 잔골재로 사용한 콘크리트의 내구성능에 관한 연구)

  • Park, Seung-Ho;Lee, Jeong-Bae;Kim, Seong-Soo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.349-355
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    • 2016
  • This study is about the reuse of bottom ash, which is released as a necessity in thermal power plant. In general, coal-ash are classified as fly-ash, bottom-ash, cinder-ash. Of these, a large amount of fly ash is being recycled as cement substitutes. While, recycling rates of bottom ash are the lowest due to its porosity and high absorption. In this study, the durability of the concrete using bottom ash as a concrete fine aggregate was evaluated. The using level of the bottom ash ranges to step-by-step from 0% to 30%. According to the result of the durability test, regardless of the presence of the bottom ash, freeze-thaw durability could be secured by air entrainment. In case of the resistance to chloride ions penetration, the length change, and the effects on heavy metals, the replacement of bottom ash as fine aggregate was not critical. Although carbonation penetration was higher as the replacement level of bottom ash increased, the experiment showed that it could be possible to use bottom ash as concrete fine aggregate with proper mix design.

Evaluation of Korean Water Quality Standards and Suggestion of Additional Water Parameters (국내 농업용수 수질기준의 적정성 평가 및 추가수질항목 제안)

  • An, Youn-Joo;Lee, Woo-Mi;Yoon, Chun-Gyeong
    • Korean Journal of Ecology and Environment
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    • v.39 no.3 s.117
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    • pp.285-295
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    • 2006
  • Korean water quality standards for the protection of agricultural water uses were originally derived based on management of public water resource. They were not prepared to protect crop plants from contaminants, and therefore required water parameters in agricultural uses were excluded in current water quality standards. Korean water standards in river and lake have five levels, and level IV is correspondent to agricultural water uses. Currently, there is no Korean guidelines to protect crop plants from contaminants contained in agricultural water. In Canada, agricultural water guidelines are provided to protect crops from contaminants. In this study, agricultural water quality standards in Korea were compared with them in developed countries to evaluate the adequacy of Korean water quality standards for the protection of agricultural water uses. Additional water quality parameters in agricultural uses were also proposed. Suggested parameters include electric conductivity, sodium, chloride, boron, copper, iron, zinc, and microbiological quality, They are the required parameters to protect crop plants as well as human health. Current water quality standards in agricultural uses was not considered to be appropriate in terms of crop protection. Additional water parameters should be included in agricultural water quality standards.

UV-Vis and ED-XRF Analyses of Natural Black Colored Pearls from Freshwater Cultured Shells (UV-Vis와 ED-XRF를 이용한 자연 색상의 담수 흑 양식진주 분석)

  • Kim, Hea-Yeon;Park, Jong-Wan
    • The Korean Journal of Malacology
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    • v.24 no.3
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    • pp.243-251
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    • 2008
  • Analyses of UV-Vis spectrum and reflectance are useful tools to identify pearls of which color was naturally made or chemically changed. Contents of some trace elements of pearls by using ED-XRF may give us the information that the pearls were originated from marine shells or freshwater shells, and may give us whether the pearls were chemically treated or not. Three types of chemically untreated pearls, freshwater cultured, Akoya cultured and Tahitian cultured, were treated with silver nitrate. UV-Vis absorbance spectrum of Ag was changed after treatment, and reflectance of pearls was decreased. Absorbance of natural black colored Tahitian cultured pearls at 400, 500 and 700 nm was observed. Natural black colored freshwater cultured pearls showed two characteristic absorption patterns in UV-Vis spectra at 380-400, 480-500 nm. Unlike naturally black colored Tahitian cultured pearls, the absorption spectrum at 700 nm could not be found from black freshwater cultured pearls. Manganese was not detected in the pearls from marine shells, and strontium content of the pearls from marine cultured shells was higher than that from freshwater cultured shells. According to ED-XRF analysis, Ag contents of silver nitrate treated pearls increased as more time passed, because silver ion invaded to nacre layer of the pearls. Since Ag content of the black pearls known as untreated ranged under 0.1%, analysis of Ag content may used to distinguish the black pearls are treated or not in marketplace.

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Fungal laccases from basidiomycetes and their inducibility (담자균으로부터 생산되는 균체 Laccases 및 이 효소의 유도특성)

  • Leonowicz, Andrzej;Wilkolazka, A.;Rogalski, J.;Kim, Dong-Hoon;Cho, Nam-Seok
    • Journal of Mushroom
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    • v.2 no.3
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    • pp.127-139
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    • 2004
  • Laccases are multicopper-containing enzymes which catalyze the oxidation of phenolic and nonphenolic compounds with the concomitant reduction of molecular oxygen. They often occur as isoenzymes, either constitutive or inducible, that oligomerize to multilateral complexes, what allow for penetration to the woody cell wall structure. White rot basidiomycete fungi may produce a number of laccase isoenzymes, some constitutively and others after induction. Fungal laccase is commonly induced by many ions, such as $Cu^{2+}$, $Cd^{2+}$ $Ca^{2+}$, $Li^+$, $Mn^{2+}$, $Ag^+$, $Hg^{2+}$, Mn and $Fe^{3+}$, phenolic compounds, some organic compounds, such as ethanol, isopropanol, cAMP, caffeine, p-anisidine, viscosinamide and paraquat, and nitrogens and even heat shock. A combination of Cu and pHB (p-hydroxybenzoic acid) made it possible to extend the inducible laccase activities over 30-fold. But the most effective inducer of laccase in the basidiomycete and other higher fungi is 2,5-xylidine, over 160-fold stimulation of laccase activity. The laccases are frequently encoded by gene families, as e.g. in Pycnoporus cinnabarinus, from which the lcc3-1 or the allelic form lac1 and lac3-2 have been cloned and sequenced. In the case of inducible forms the post-inductional laccase formation depends upon the synthesis of mRNA and the induction is due to the synthesis of a new protein.

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Model for predicting the $^{137}C_s$ contamination of an agricultural plant following a soil deposition (토양침적에 의한 $^{137}C_s$ 농작물 오염평가 모델)

  • Jun, In;Keum, Dong-Kwon;Kang, Hee-Seok;Choi, Yong-Ho;Lee, Han-Soo;Lee, Chang-Woo
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.4 no.4
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    • pp.365-372
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    • 2006
  • A dynamic compartment model is presented to predict the contamination level of agricultural plant by $^{137}C_s$ as a result of a soil deposition. The model considered the processes of a percolation, soil mixing by a plowing before transplanting, plant uptake, leaching to a deep soil, and fixation to a clay mineral. The effects of the soil properties (pH, clay mineral, organic matter content, and exchangeable K), which are spatially varied, on a plant uptake and the leaching rates of $^{137}C_s$ in a root zone soil were modeled by the Absalom model. To test the validity of the model, the $^{137}C_s$ aggregated transfer factors(TFa) for rice plants were compared with those observed from some simulated $^{137}C_s$ soil deposition experiments, which were carried out with respect to rice plants cultivated in seventeen paddy soils of different properties for two consecutive years. Observed $^{137}C_s$ TFa values of the rice plants did not show an evident trend for the pH and clay content of the soil properties, while they increased with an increasing organic matter content or a decreasing exchangeable K concentration. Predicted $^{137}C_s$ TFa values of the rice plants were found to be comparable with those observed.

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Preparation of Anion-exchange Membrane for Selective Separation of Urea and Ion (요소(Urea) 및 이온의 선택적 분리를 위한 음이온교환막의 제조)

  • Kim, Byoung-Sik;Kim, Min;Heo, Kwang-Beom;Hong, Joo-Hee;Na, Won-Jae;Kim, Jae-Hun
    • Applied Chemistry for Engineering
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    • v.17 no.3
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    • pp.303-309
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    • 2006
  • In this study, functional anion-exchange membranes have been prepared and characterized to improve the permeation fluxes of the anion and urea for peritoneum dialysis. They were prepared by UV and radiation graft polymerization methods. The separation-membrane prepared by UV graft polymerization showed the highest grafting degree when HEMA and VBTAC were mixed by 1:2 ratio. However, the grafting degree decreased slightly at compositions above the 1:2 ratio because of the disruption of UV penetration caused by build-up of homopolymer. In the case of photo-initiator, the grafting degree increased up to 0.2 wt%, above which it decreased to a small extent. For the two membranes prepared by radiation graft polymerization, the VBTAC/HEMA membrane showed 96% grafting degree for 6 h reaction time and the GMA membrane showed over 100% grafting degree for 2 h reaction time. Anion-exchange membranes were prepared with 113% grafting degree and with DEA and TEA exchange groups. The DEA membrane showed the conversion degree of 70% in 4 h reaction time while the TEA membrane showed 30% in 2 h reaction time. The prepared anion-exchange membranes were permeable to only anions and urea, but not cations.

An Experimental Study on Corrosion Behavior in Steel of Concrete Applied with Arc Metal Spray Method Surface Treatment Technology Using EIS (EIS를 이용한 아크 금속용사 표면처리기법이 적용된 강재의 콘크리트 내 부식 거동에 관한 실험적 연구)

  • Yoon, Chang-Bok;Park, Jang hyun;Lee, Han-Seung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.3
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    • pp.87-95
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    • 2020
  • As an experimental study on the corrosion behavior of steel materials to which ATMS method using EIS was applied in concrete, immersion of Ca(OH)2 saturated aqueous solution and NaCl aqueous solution simulating the environment inside concrete The corrosion behavior was tested. The equivalent circuit was derived through the analysis of the Nyquist plot, and the interfacial resistance and the polarization resistance of the Ca(OH)2 aqueous solution were compared, and Al ATMS was the best interfacial resistance and Zn ATMS was the best polarization resistance. After burying ATMS steel material of cement mortar, the initial immersion impedance measurement value was the highest in the Zn ATMS test body in the impedance measurement by the immersion time by immersing it in the NaCl aqueous solution. Al ATMS test piece has the highest impedance and is highly reliable. This is because Al, which has a high ionization tendency, is continuously oxidized in a strong alkaline environment to form a film and protect the steel from permeation of chlorine ions.

Evaluation of Apparent Chloride Diffusion Coefficient of Fly Ash Concrete by Marine Environment Exposure Tests (해양 환경 폭로 시험을 통한 FA 콘크리트의 겉보기 염화물 확산계수 평가)

  • Yoon, Yong-Sik;Lim, Hee-Seob;Kwon, Seung-Jun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.3
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    • pp.119-126
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    • 2019
  • In case of RC(Reinforced Concrete) structures which are constructed in coastal areas, chloride ions in sea water corrode the steel rebar in concrete. Especially in coastal areas, RC structures are affected by not only immersion of sea water, but also tidal of sea water and airborne chloride ions. In this study, marine environment exposure tests are conducted, considering 3 types of exposure environments(immersion zone, tidal zone, splash zone) and the exposure periods of 180 days, 365 days, and 730 days. Also, the concrete mixtures for this study are established, considering 3 levels of W/B(Water to Binder) ratio(0.37, 0.42, 0.47) and 2 levels of substitution rate of Fly ash(0 %, 30 %). In all exposure environments, Fly ash concrete has lower apparent chloride diffusion coefficients than OPC concrete. It is thought that fly ash's pozzolan reaction improves chloride resistance of concrete. Fly ash concrete has up to 63.5 % of decreasing rate in 180 days of exposure and up to 55.8 % of decreasing rate in 730 days of exposure, based on diffusion coefficients of OPC concrete. As a result of evaluation about effects of exposure environments, apparent chloride diffusion coefficients of fly ash concrete are evaluated in order of tidal zone, immersion zone, and splash zone. In tidal zone, It is thought that repeated cycles of wetting and drying of sea water cause the diffusion of chloride ions rapidly.