• 제목/요약/키워드: ion Permeability

검색결과 215건 처리시간 0.024초

시멘트 종류별 라텍스 개질 콘크리트의 투수특성 (Permeability Property of Latex Modified Concrete with Cement Types)

  • 위진우;정원경;홍창우;김동호;최삼룡;윤경구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.1023-1028
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    • 2001
  • This study focused on the investigation of strength development and permeability of LMC(latex modified concrete) and RSLMC(rapid-setting cement latex modified concrete) as the latex content, cement types and w/c ratio variated. The compressive strength of latex modified concrete decreased slightly and the flexural strength increased quitely at the latex content of 15%. This may due to the flexibility of latex filled in voids and interconnections of hydrated cement and aggregates by a film of latex particles, respectively. The permeability test results showed that the permeability of LMC was considerably lower than that of conventional concrete. In the RSLMC's tests of permeability to chloride ion indicated very low permeability at an early age, which nay be due to the early formation of needle-shape ettringites and latex film.

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Effect of Shape Magnetic Anisotropy of Amorphous Fe-B-P Nanoparticles on Permeability

  • Lee, Ji Eun;Tsedenbal, Bulgan;Koo, Bon Heun;Huh, Seok Hwan
    • 한국재료학회지
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    • 제30권11호
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    • pp.589-594
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    • 2020
  • Many electronic applications require magnetic materials with high permeability and frequency properties. We improve the magnetic permeability of soft magnetic powder by controlling the shape magnetic anisotropy of the powders and through the preparation of amorphous nanoparticles. For this purpose, the effect of the shape magnetic anisotropy of amorphous Fe-B-P nanoparticles is observed through a magnetic field and the frequency characteristics and permeability of these amorphous nanoparticles are observed. These characteristics are investigated by analyzing the composition of particles, crystal structure, microstructure, magnetic properties, and permeability of particles. The composition, crystal structure, and microstructure of the particles are analyzed using inductively coupled plasma optical emission spectrometry-, X-ray diffraction, scanning electron microscopy and focused ion beam analysis. The saturation magnetization and permeability are measured using a vibrating sample magnetometer and an LCR meter, respectively. It is confirmed that the shape magnetic anisotropy of the particles influences the permeability. Finally, the permeability and frequency characteristics of the amorphous Fe-B-P nanoparticles are improved.

세포탁심의 공장 및 비점막흡수에 미치는 이온쌍의 효과 (Effect of Ion-Pair on Jejunal and Nasal Absorption of Cefotaxime)

  • 박기배;전승;이광표
    • Journal of Pharmaceutical Investigation
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    • 제25권4호
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    • pp.353-363
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    • 1995
  • The purpose of this study was to investigate the intestinal and nasal absorption enhancement of cefotaxime (CTX) by ion-pairing with counterions and to design an effective oral and intranasal drug delivery system for antibiotics. Counterions for absorption promotion were cationic surfactants [cetylpyridinium chloride (CP), cetrimide (CT) and benzalkonium chloride (BA)]. In the presence of counterions, the apparent partition coefficient of cefotaxime was increased depending on the molar concentration of the counterions. Anion interference was observed for ion-pairing of cefotaxime with counterions because of the counterbalance between an anion and counterions. The present study employed the in situ simultaneous nasal and intestinal perfusion technique in rats. The apparent permeabilities $(P_{app})$ of cefotaxime were $1.43{\pm}0.04{\times}10^{-5}\;cm/sec(mean{\pm}S.E)$ in the nasal cavity and 0 in the jejunum, respectively, which indicated that the intrinsic absorptivity of cefotaxime was greater in the nasal cavity than in the jejunum. When ionupairing formers were used, the decreasing order of apparent cefotaxime permeability $(P_{app},\;10^{-5}\;cm/sec)$, corrected for surface area of absorption, was as followings: $BA\;(7.50{\pm}0.36)\;>\;CT\;(4.92{\pm}0.24)\;>\;CP\;(3.01{\pm}0.17)$ in the jejunum and $BA\;(22.31{\pm}1.36)\;>\;CP\;(18.24{\pm}0.81)\;>\;CT \;(16.22{\pm}1.87)$ in the nasal cavity. The increase in permeability of cefotaxime was about 13-fold in the rat nasal cavity and was marked in the rat jejunum for ion-pairing with counterions as compared to those without ion-pairing. The damages of jejunal and nasal mucosal membrane by counterions were observed within approximately 2hrs after removal of ion-pair of cefotaxime with counterions from the nasal cavity and jejunum. These results suggest that CP can be used as an ion-pairing former in the jejunum and CP and CT can be used as ion-pairing formers in the nasal cavity for cefotaxime, as well as for poorly absorbed drugs with a negative charge due to ionization.

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혼화재를 사용한 콘크리트의 염소이온 확산 특성 (The Chloride Diffusion Properties of Concrete with Mineral Admixtures)

  • 박정준;고경택;김도겸;김성욱
    • 한국구조물진단유지관리공학회 논문집
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    • 제8권2호
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    • pp.239-246
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    • 2004
  • 콘크리트의 구조물의 내구성을 향상시키기 위해서는 W/C의 감소, 피복두께의 증가, 혼화재의 사용 등을 예로 들 수 있다. 특히, 혼화재를 사용한 경우 콘크리트의 수밀성이 향상되고 구조체의 내구성이 향상되는 것으로 보고되고 있으나 염소이온 확산에 대해서는 보다 체계적인 연구를 수행할 필요가 있다. 또한 혼화재를 사용한 콘크리트의 경우, 혼화재 종류에 따라 포졸란반응 및 잠재수경성 등에 의해 콘크리트 내부조직의 변화가 발생하므로 콘크리트의 염소이온 확산에 대한 보다 정확한 평가를 위해서는 콘크리트 내부의 조직을 평가할 수 있는 요소들을 고려해야 한다. 이에 본 연구에서는 혼화재를 사용한 콘크리트의 내구수명을 평가하기 위한 연구의 일환으로 콘크리트의 압축강도, 공극률, 투기성을 물리적 특성으로 설정하고 이들과 염소이온 확산계수와의 관계를 분석하였다.

Poly(L-glutamic acid)/PVA 블렌드막의 대이온 선택적인 구조전이와 이온투과 특성 (Counterion Specific Conformational Transition and ion Selective Transport of a Poly(L-glutamic acid)/PVA Blend Membrane)

  • 허양일
    • 폴리머
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    • 제24권6호
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    • pp.802-809
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    • 2000
  • Poly(L-glutamic acid) (PLGA)와 PVA 블렌드막을 제조한 후, ethanol 수용액중에서 막증의 polypeptide 사슬의 2차구조 전이거동에 미치는 용매조성 및 대이온종의 영향과 알칼리 금속 이온 (Li, na, K, Cs)에 대한 투과특성을 조사하였다. 막중 PLG 알칼리 금속염의 helix 형성거동에 있어 대이온 선택성은 Li>Na>K>Cs의 순으로 관찰되었고, 이와 같은 특이성은 탈용매화 에너지와 정전에너지의 감소에 따른 고분자 하전기와 대이온과의 contact ion-pair 형성에 의한 것으로 설명하였다. 또한 PLGA/PVA 블렌드막의 ethanol 수용액 중에서의 알칼리 금속이온의 투과거동을 살펴보면, ethanol 농도가 점차 증가함에 따라 K, Cs의 경우는 투고도가 증가한, Li, Na의 경우에는 감소하였다. K, Cs 이온의 경우 대이온과 염소이온간의 ion-pair (M$^{+}{\cdot}$Cl$^{-}$)형성에 의한 Donnan배제효과의 감소와 중성염 형태로의 분배량 증가때문인 것으로, Li, Na 이온의 경우 막중의 coil-helix 구조전이에 따른 자유체적의 감소와 고분자 하전기와의 상호작용이 증가하여 확산성이 크게 감소하였기 때문인 것으로 생각된다.

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Effect of Benzalkonium Chloride on Percutaneous Absoption of Antisense Phosphorothioate Oligonucleotides

  • Lee, Young-Mi;Lee, Sung-Hee;Ko, Geon-Il;Kim, Jae-Baek;Sohn, Dong-Hwan
    • Archives of Pharmacal Research
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    • 제19권6호
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    • pp.435-440
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    • 1996
  • The effect of benzalkonium chloride on skin permeability of partially modified antisense phosphorothioate oligonucleotides (PS-ODN), which are designed as scar formation inhibitor, was investigated using Franz Diffusion Cell. When the concentration ratio of PS-ODN-quarternary ammonium salt complex is more than 1:100, the apparent partition coefficient (APC) of each complex was increased in the following order; tetraphenyl phosphonium chloride (TPP) < cetyltrimethyl ammonium bromide(CTAB) < benzalkonium chloride (BZ). The permeability of PS-ODN through the rat skin increased in the presence of BZ. The fluxs of PS-ODN with BZ were increased by addition of Pluronic F 68 or Triton X-100 to phosphate buffered saline (PBS), respectively. When the mole ratio of PS-ODN to BZ is 1:10, the fluxs penetrated of PS-ODN with BZ was greatest. The increase of the permeability in the presence of BZ might be due to the formation of lipophilic ion-pair complex between PS-ODN and BZ. By regulation of mole ratio of PS-ODN to BZ, the development of topical dosage forms using PS-ODN as scar formation inhibitor will be possible with minimal systemic exposure.

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혼화재를 혼입한 콘크리트의 염화물 고정화에 관한 실험적 연구 (Experimental Study of Chloride Binding in Concrete with Mneral Amixtures)

  • 박정준;고경택;김도겸;김성욱;하진규
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.787-792
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    • 2001
  • The chloride ion penetrating into concrete is classified as the fixed chloride ion being bound in reacting to cement hydrate and the free chloride ion having a direct effect on rebar corrosion because being in solution inside porosity of concrete. Therefore, in order to study the diffusion properties of chloride ion, it is needed to evaluate binding chloride ion in concrete. In this study, we tried to give a fundamental information on diffusion of chloride ion in concrete with mineral admixtures through analysis of micro-structure transformations in concrete and effects on binding of chloride ion in cement paste when mixed with fly-ash, blast furnace slag, silica fume etc. which are used to improve durability and permeability of concrete

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실리카퓸 혼입 콘크리트의 확산계수 및 투수계수의 미시학적 추정 (Micromechanics-based evaluation of diffusivity and permeability of concrete containing silica fume)

  • 장종철;송하원;변근주
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.531-536
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    • 2002
  • Silica fume influences concrete diffusivity and permeability as well as strength by densifying the microstructure of the interfacial transition zone (ITZ) of high strength concrete, by reducing the capillary porosity of cement paste and by producing less diffusible and permeable pozzolanic CSH gel than CSH gel of conventional cement hydration. This paper presents a procedure to predict the chloride ion diffusivity and water permeability of the high strength concrete containing silica fume. Water binder ratio, silica fume addition, degree of hydration and volume fraction of aggregates are considered as the major factors influencing concrete diffusivity and permeability in the procedure. Analytical results using the procedure are shown and verified with other data.

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실리카 흄을 혼입한 콘크리트의 투과특성에 관한 연구 (A Study on the Permeabilities of Concretes Containing Silica Fume)

  • 형원길;장효식;소형석;소승영;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.443-448
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    • 1999
  • Tests have been carried out on four concrete containing different levels of silica fume to measure their permeability coefficient using water and oxygen, chloride ion. The total cementitious content was 351kg/㎥, and the water/cementitious materials ratio was 0.55. The results show that a dramatic reduction in permeability of concrete containing silica fume occurs due to formation of a discontinuous macro-pore system which inhibits flow. Porosity estimates from mercury-intrusion porosimetry are used to develop an explanations for the water and air permeability reduction. And, results of the rapid permeability test showed that the resistance of concrete to the penetration of chloride ions increases significantly as a contents of silica-fume is increased. The current intensity passing through the concrete containing silica fume is presented from 664C to 2166C.

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