• 제목/요약/키워드: pore distribution

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폴리에테르술폰 정밀여과막의 제조 및 특성 연구 (Preparation and Characteristics of Polyethersulfone Microfiltration Membranes)

  • 김노원
    • 멤브레인
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    • 제17권4호
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    • pp.329-337
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    • 2007
  • 본 연구에서는 p-toluenesulfonic acid (TSA)와 polyvinylpyrrolidone (PVP)를 함유한 polyethersulfone (PES) 고분자 용액을 이용하여 PES 멤브레인 내에 최소 공경을 갖는 내부 분리층을 만드는 방법에 관한 새로운 방법을 제시하고자 한다. 팽윤제로 사용된 PVP와 응고제로 사용된 TSA를 함유한 평막형 PES 멤브레인의 제조 및 구조적인 특성 조사가 수행되었으며, 상업용 막에 대등할 만한 투과 성능과 좁은 pore size distribution을 가지는 멤브레인을 제조할 수 있음을 확인하였다. 또한 PVP의 첨가는 멤브레인의 단면구조와 투과 성능에, TSA는 투과 성능보다는 pore size distribution에 영향을 준다는 것을 확인하였으며 이는 FE-SEM 결과와 TSA를 첨가한 멤브레인의 단면 사진에서 내부 최소 기공층의 두께가 두꺼워짐을 확인할 수 있었다.

UO2-20 wt%CeO2소결체의 밀도에 따른 기공크기 및 분포 (Pore Size and its Distribution as a Function of Sintered Density of UO2-20 wt%CeO2Pellets)

  • 나상호;김기홍;김시형;이영우;유명준
    • 한국세라믹학회지
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    • 제40권6호
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    • pp.572-576
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    • 2003
  • $UO_2$-20 wt% CeO$_2$ 소결 펠렛의 밀도에 따른 개/폐 기공도, 기공의 크기 및 그 분포 그리고 기공의 형태를 조사하였다. 이론 소결밀도 약 96% 이상에서는 기공도는 개기공이 거의 없는 폐기공으로 나타났다. 반면에 기공크기 분포는 소결밀도에 관계없이 bimodal 형태를 보이나, 소결밀도가 증가할수록 기공 개수만 적게 나타났다. 기공의 형태는 소결밀도가 증가할수록 불규칙한 형태에서 둥근 형태로 바뀌었다.

Pore Distribution of Porous Silicon layer by Anodization Process

  • Lee, Ki-Yong;Chung, Won-Yong;Kim, Do-Hyun
    • 한국결정성장학회:학술대회논문집
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    • 한국결정성장학회 1996년도 The 9th KACG Technical Annual Meeting and the 3rd Korea-Japan EMGS (Electronic Materials Growth Symposium)
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    • pp.494-496
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    • 1996
  • The purpose of this study is to investigate the effect of process conditions on pore distribution in porous silicon layer prepared by electrochemical reaction. Porous silicon layers formed on p-type silicon wafer show the network structure of fine porse whose diameters are less than 100${\AA}$. In n-type porous silicon, selective growth was found on the pore surface by wet etching process after PR patterning. And numerical method showed high current density on the pore tip. With this result we confirmed that pore formation has two steps. First step is the initial attack on the surface and second step is the directional growth on the pore tip.

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An Improved Method of Pore Size Distribution Analysis

  • Cho, Hyun-Woo;Ahn, Woon-Sun;Halsey, G. D.
    • Bulletin of the Korean Chemical Society
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    • 제9권2호
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    • pp.94-98
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    • 1988
  • An improvement over the method of pore size distribution analysis has been made in this work. The improved method is based upon the idea of the micro pore analysis of Mikhail, Brunauer, and Bodor, and utilizes the V-t curve of nitrogen adsorption. Two pore models are assumed, and the deviation of the initial slope of the V-t plot is ascribed to the pore filling and to the adsorption on the wall of unfilled pores. The improved method of this work is very convenient in that the analysis starts from the small pore regions. The method of this work is however quite distinct from the similar V-t plot method proposed by Sellevold and Radjy. The proposed method is applied to a few adsorbents, and very satisfactory results are obtained. The cumulative surface area calculated by this method also agrees very well with those obtained by the BET plot or by the t-method.

국산 카올린의 흡착성에 관한 연구(II) - 분체학적 고찰 (Studies on the Adsorptive Properties of Korean Kaolin (II) - Micromeritic Study of Korean Kaolin)

  • 이계주
    • 약학회지
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    • 제29권4호
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    • pp.176-182
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    • 1985
  • As a part of the studies on adsorptive properties of Korean halloysite clays, Hadong white clays of premium grade were examined for geometric pore structured by mercury porosimetry and for specific surface areas by nitrogen adsorption according to the BET procedure. Three size fractions of the native clay sample were derived from passage BS #100, #200 and #325 meshes, respectively. Several parameters lhus observed in relation to the pore structures are shown below: 1. The size fraction of BS #100, #200 and #325 show internal pore volumes of 25.3, 30.2 and $35.0m^2g^{-1}$, respectively. 2. In the distribution curves of the cumulative pore volume against pore diameter, it has been shown that the larticle sizes, the steeper the distribution over the larger ranges of pore diameters. The converse is true the smaller particles. 3. Internal pore areas increase with decrease in pore sizes. It follows that the pores having diameters of $\leq$0.1$\mu\textrm{m}$ are responsible for more than 90% of the total pore area. 4. The behaviour of nitrogen adsorption can be best described by BET type IV isotherm. Further, the hysteresis loops of the adsorptiondesorption curves become narrower with decresing particle sizes. 5. The specific surface areas observed for the fractions of BS #100, BS #200 and BS #325 are 34.6, 35.4 and 43.2m $^2g^{-1}$, respectively. and the calcined clay of BS #325 has a specific surface area near $30.4m^2g^{-1}$.

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석탄회-점토계 슬립의 분산상태에 따른 소결체의 물리적 특성 (Physical Properties of Sintered Body for Coal Fly Ash-clay Slip of Varying Dispersion State)

  • 강승구;이기강;김유택;김정환
    • 한국세라믹학회지
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    • 제40권7호
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    • pp.677-682
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    • 2003
  • 석탄회.점토의 무게비가 7 : 3인 슬립에 대하여 그 해교정도에 따라 slip을 F(Flocculated), M(Moderate) 및 D(Dispersed)의 3종류로 제조하고 이로부터 소결체를 합성하여 시편의 물성과 슬립 특성과의 관계를 분석하였다. Slip F는 응집입자의 크기분포가 넓은 반면 slip D는 입도분포가 좁고 11 $\mu\textrm{m}$ 이상의 큰 응집입자가 거의 존재하지 않았다. 성형체의 기공은 슬립의 종류에 관계없이 1~4 $\mu\textrm{m}$ 범위 내에 분포하며 소결 후에는 1 $\mu\textrm{m}$ 이하의 미세기공은 거의 소멸된 반면, 큰 기공은 1 $\mu\textrm{m}$ 정도 더 성장하였다. Slip F의 경우에 소결 후 기공분포는 slip M과 D에 비하여 주피크의 높이가 높고 폭이 좁았으며, large pore limit (가장 큰 기공 크기)가 5.1 $\mu\textrm{m}$로 다른 슬립 성형체보다 작았다. 입자가 잘 분산된 슬립(slip D)보다는 약간 응집된 슬립(slip F)이 소결시 시편내 거대기공의 생성을 억제함으로서 높은 압축강도를 얻는데 유리하였다. 이상의 결과로부터 소결체의 기계적 특성은 기공분포에 크게 의존하며, 이는 슬립의 분산특성을 제어함으로서 가능함을 알 수 있다.

콘크리트의 공극 특성에 관한 실험적 연구 (An Experimental Study on the Concrete Pore Structure Property)

  • 이문환;정미경;오세출;서치호
    • 한국구조물진단유지관리공학회 논문집
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    • 제3권4호
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    • pp.179-189
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    • 1999
  • This study attempts to propose an evaluation considering the property of concrete pore which affects the deterioration of neutralization and the rebar resistance of concrete. Understanding pore property of concrete in using extent, for practical using of concrete manufacturing condition. basic quality property and durability estimation etc, the results of the experiment are as follows. 1) The result of analysis pore property of every specimen with the method of area ratio, in limitation of $10^{-6}{\sim}10^{-5}m$, the pore distribution ratio was maximum. It was high value as W/C was increased and the unit cement content was decreased. 2) In case of using admixture. the volume of pores was some increased as variation of mixing content. In high W/C range, it was very increased compared with plain concrete. 3) Concerned with compressive strength and volume of pores in hardened concrete, it is possible compressive strength estimation using the property of concrete pores. 4) Direct measurement of concrete pore property is difficult. the valuation of the dynamic modulus of elasticity using ultrasonic wave velocity was available. 5) Quantitatively evaluation of concrete structure durability by past result of pore distribution estimation, and it can be estimative scale of property study on the concrete materials.

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The influence of fine particle migration on pore structure of overlying ballast under cyclic loading

  • Yu Ding;Yu Jia;Zhongling Zong;Xuan Wang;Jiasheng Zhang;Min Ni
    • Geomechanics and Engineering
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    • 제35권6호
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    • pp.627-636
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    • 2023
  • The essence of subgrade mud pumping under train load is the migration of fine particles in subgrade soil. The migration of fine particles will change the pore structure of overlying ballast, thus affecting the mechanical properties and hydraulic properties of ballast layer. It is of great theoretical significance and engineering value to study the effect of fine particle migration on the pore structure of ballast layer under cyclic loading. In this paper, a tailor-made subgrade mud pumping test model and an X-ray computed tomography (CT) scanning equipment were used to study the influence of migration of fine particles in subgrade soil on the pore parameters (plane porosity, volume porosity, pore distribution and pore connectivity) of overlying ballast under cyclic loading. The results show that the compression of ballast pores and the blockage of migrated fine particles make the porosity of ballast layer decreases gradually. And the percentage of small pores in ballast layer increases, while the percentage of large pores decreases; the connectivity of pores also gradually decreases. Based on the test results, an empirical model of ballast porosity evolution under cyclic loading is established and verified.

용질배제 곡선에 의한 한외여과 막의 세공특성 예측 (Prediction of Intrinsic Pore Properties of Ultrafiltration Membrane by Solute Rejection Curves)

  • 염경호
    • 한국막학회:학술대회논문집
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    • 한국막학회 1991년도 추계 총회 및 학술발표회
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    • pp.4-8
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    • 1991
  • The characterization of pore properties (mean pore size and pore size distribution) of the active layer in a UF membrane is important not only in order to obtain information about the factors affecting pore formation during membrane manufacturing but also to understand deeply the mechanism of solute and solvent transport through pores. Many methods of characterizing quantitatively the pore properties of UF membranes have been suggested in the literature: solvent and gas flow measurement, bubble point determination, electron microscopy, gas adsorption/desorption measurement, rejection measurement etc. But most of these methods involve time-consuming procedures and involve some wellknown problems and uncertainties.

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무가압분말충전성형법에 의한 다공성 세라믹스의 제조 및 특성 : I. 알루미나 (The Fabrication and Characteristics of Porous Alumina Ceramics by Pressureless Powder Packing Forming Method : I . Alumina)

  • 박정현;황명익;김동희;최환욱;김용남
    • 한국세라믹학회지
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    • 제36권6호
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    • pp.662-670
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    • 1999
  • Porous alumina was fabricated from pressureless powder packing forming method using powders granulated by spray drying. It was investigated the pore size distribution of fabricated porous alumina. The results of microstructural observation showed that intraganular pore size and intragranular pore size. At 1700$^{\circ}C$ there were no intragranular pores but it showed homogeneous distribution of intergranular pore size. The bending strength and shrinkage increased as porosity decreased. In case of thermal shock resistance sudden decrease of bending strength to $\Delta$T was not shown because intergranular large pore prevented sudden crack propagation.

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