• 제목/요약/키워드: Pore structures

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도공층의 공극성이 인쇄후 잉크의 잔류 거동에 미치는 영향 - 안료와 잉크의 효과 - (Investigation on Relationship Between Pore Structure of Coating Layer and Ink Residual Behavior - Focused on the Effect of Pigments and Inks -)

  • 김병수;정현채;박종열
    • 펄프종이기술
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    • 제34권3호
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    • pp.53-58
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    • 2002
  • This paper was performed to investigate the effect of pore structure on ink residual behavior. To prepare different coating structures as substrates against inks, fine, medium and coarse calcium carbonate were used in the coating color. It is well known ink properties can affect to print qualities. After printing on the coated paper, ink layer can consider as third structure addition to paper and coating layer. To compare effect of ink properties on the surface structure and print qualities, several properties of ink were also adopted as raw material. Particle size of pigment effect on gloss evaluation of coated paper increased with calendering. It was shown that ink transfer rate increased as surface of the sample was smooth. The ink contained low viscosity resin evaluated more print gloss. Finer pigment particle size, smaller pore size and higher porosity. Pore volume of coated paper was slightly decreased with printing as the coating was prepared with the finest particle size. However, it founded that ink resin could not affect on pore volume and distribution of printed paper

다층 기공구조를 갖는 다공성 반응소결 탄화규소 다공체 제조 (Fabrication of Porous Reaction Bonded Silicon Carbide with Multi-Layered Pore Structures)

  • 조경선;김규미;박상환
    • 한국세라믹학회지
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    • 제46권5호
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    • pp.534-539
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    • 2009
  • Reaction Bonded Silicon Carbide(RBSC) has been used for engineering ceramics due to low-temperature fabrication and near-net shape products with excellent structural properties such as thermal shock resistance, corrosion resistance and mechanical strength. Recently, attempts have been made to develop hot gas filter with gradient pore structure by RBSC to overcome weakness of commercial clay-bonded SiC filter such as low fracture toughness and low reliability. In this study a fabrication process of porous RBSC with multi-layer pore structure with gradient pore size was developed. The support layer of the RBSC with multi-layer pore structure was fabricated by conventional Si infiltration process. The intermediate and filter layers consisted of phenolic resin and fine SiC powder were prepared by dip-coating of the support RBSC in slurry of SiC and phenol resin. The temperature of $1550^{\circ}C$ to make Si left in RBSC support layer infiltrate into dip-coated layer to produce SiC by reacting with pyro-carbon from phenol resin.

Nano-engineering of Hybrid Titanium Oxide Structure (TiO2) using Pore-widening Concentration for Enhanced Superhydrophilicity

  • Yeji Choi;Chanyoung Jeong
    • Corrosion Science and Technology
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    • 제23권1호
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    • pp.41-53
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    • 2024
  • Titanium alloy is gaining attention in the medical industry due to its excellent biocompatibility and osteoconductivity. However, the natural oxide film on the titanium surface is insoluble, resulting in inadequate bone adhesion. Therefore, it is necessary to optimize the contact between biological tissues and implant surfaces, and alter the chemical composition and morphological characteristics of the implant surface. In this study, the anodization method was applied to titanium surface treatment to form a uniform and robust oxide film. Subsequently, a chemical process, pore-widening, was employed to change the morphological characteristics of the oxide film. The concentration of the pore-widening solution was varied at 2, 4, 6, and 8 wt% and the process time was set at 30 and 60 minutes. As the concentration of the pore-widening solution increased the pore diameter of the oxide film increased. Notably, at 6 wt% for 60 minutes, the oxide film exhibited a coexistence of pillars and pores. Based on this, it was determined that surface roughness increased with higher concentration and longer process time. Additionally, the presence of pillars and pores structures maximized hydrophilicity. This study provides insights into enhancing the surface properties of titanium for improved performance in medical implants.

수중기 활성화법으로 제조된 영월 석탄계 활성탄의 특성 연구 (Characterisitcs of steam activated carbon made from Youngwall coal)

  • 이송우;권태훈;나영수;최동훈;류동춘;송승구
    • 한국환경과학회지
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    • 제9권4호
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    • pp.339-343
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    • 2000
  • Activated carbons were prepared from Youngwall coal by steam activation in this study. The feasibility of the Youngwall coal to commercial activated carbon was examined. The variation of pore structures and the development of porosity in activated carbons were investigated by changing activation conditions in batch type apparatus. The values of BET surface area and adsorption capacity of iodine and methylene blue of the resulting activated carbons were obtained as high as 1,000$m^2$m^2$$/g, 900mg/g, 150$m\ell$/g, respectively. Youngwall activated carbon prepared in this study showed much higher pore volume in pore diameter over 10 than that of commercial reference activated carbon(Ningxia Taihua ZJ-15C) produced from China anthracite.

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Effects of Curing Temperature on Autogenous Shrinkage, Relative Humidity, Pore Structure of Cement Pastes

  • Park Ki-Bong
    • 콘크리트학회논문집
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    • 제17권5호
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    • pp.853-856
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    • 2005
  • A low water/cement ratio leads to autogenous shrinkage of cement paste at an early age. This autogenous shrinkage is related to the change of relative humidity in the pore structure that is formed during the hydration process. The relationship between autogenous shrinkage and relative humidity change are relatively well defined today, but the effects of temperature on autogenous shrinkage, relative humidity, and pore structures have been studied less systematically. This study focused on correlating alterations of these properties of cement paste hydrated at constant temperatures of 20, 40, and $60^{\circ}C$. The test results clearly indicate that increasing curing temperature resulted in increased porosity, particularly for pores between 5 to 50 nm as measured by MIP, and increased autogenous shrinkages, as a consequence of a reduction of relative humidity at early ages.

액상화 지반의 과잉간극수압 소산 모델링 (Modeling of Dissipation of Excess Pore Pressure in Liquefied Sand Grounds)

  • 김성렬;황재익;;김명모
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2006년도 학술발표회 논문집
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    • pp.89-96
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    • 2006
  • Recently, many researches on the dissipation of excess pore pressure in liquefied sand grounds have been performed to evaluate post-liquefaction behaviors of structures. In this paper. centrifuge tests were performed to simulate liquefaction behaviors of prototype soil. The evaluation model of solidified layer thickness was developed to simulate non-linear variation of solidified layer thickness with time. Also, the dissipation of excess pore pressure in liquefied sand was evaluated by applying the solidification theory and the consolidation theory. The developed model gives a good estimation of the solidified layer thickness and the time history of excess pore pressure.

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Resistance of Cementitious Binders to Chloride Induced Corrosion of Embedded Steel by Electrochemical and Microstructural Studies

  • Song, Ha-Won;Ann, Ki-Yong;Kim, Tae-Sang
    • Corrosion Science and Technology
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    • 제8권2호
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    • pp.74-80
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    • 2009
  • The high alkaline property in the concrete pore solution protects the embedded steel in concrete from corrosion due to aggressive ions attack. However, a continuous supply of those ions, in particular, chlorides altogether with a pH fall in electrochemical reaction on the steel surface eventually depassivate the steel to corrode. To mitigate chloride-induced corrosion in concrete structures, finely grained mineral admixtures, for example, pulverized fuel ash (PFA), ground granulated blast furnace slag (GGBS) and silica fume (SF) have been often advised to replace ordinary Portland cement (OPC) partially as binder. A consistent assessment of those partial replacements has been rarely performed with respect to the resistance of each binder to corrosion, although the studies for each binder were extensively looked into in a way of measuring the corrosion rate, influence of microstructure or chemistry of chlorides ions with cement hydrations. The paper studies the behavior of steel corrosion, chloride transport, pore structure and buffering capacity of those cementitious binders. The corrosion rate of steel in mortars of OPC, 30% PFA, 60% GGBS and 10% SF respectively, with chloride in cast ranging from 0.0 to 3.0% by weight of binder was measured at 7, 28 and 150 days to determine the chloride threshold level and the rate of corrosion propagation, using the anodic polarization technique. Mercury intrusion porosimetry was also applied to cement pastes of each binder at 7 and 28 days to ensure the development of pore structure. Finally, the release rate of bound chlorides (i.e. buffering capacity) was measured at 150 days. The chloride threshold level was determined assuming that the corrosion rate is beyond 1-2 mA/$m^3$ at corrosion and the order of the level was OPC > 10% SF > 60% GGBS > 30% PFA. Mercury intrusion porosimetry showed that 10% SF paste produced the most dense pore structure, followed by 60% GGBS, 30% PFA and OPC pastes, respectively. It was found that OPC itself is beneficial in resisting to corrosion initiation, but use of pozzolanic materials as binders shows more resistance to chloride transport into concrete, thus delay the onset of corrosion.

1-G 진동대 실험을 이용한 시트파일 보강재의 액상화 및 피해 방지 효과 (Liquefaction Prevention and Damage Reduction Effect of Reinforcement by Sheet Pile Using 1-G Shaking Table Test)

  • 심성훈;윤종찬;손수원;김진만
    • 한국지진공학회논문집
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    • 제24권5호
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    • pp.211-217
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    • 2020
  • Earthquake preparedness has become more important with recent increase in the number of earthquakes in Korea, but many existing structures are not prepared for earthquakes. There are various types of liquefaction prevention method that can be applied, such as compaction, replacement, dewatering, and inhibition of shear strain. However, most of the liquefaction prevention methods are applied before construction, and it is important to find optimal methods that can be applied to existing structures and that have few effects on the environment, such as noise, vibration, and changes in underground water level. The purpose of this study is to estimate the correlation between the displacement of a structure and variations of pore water pressure on the ground in accordance with the depth of the sheet file when liquidation occurs. To achieve this, a shaking table test was performed for Joo-Mun-Jin standard sand and an earth pressure, accelerometer, pore water pressure transducer, and LVDT were installed in both the non-liquefiable layer and the liquefiable layer to measure the subsidence and excess pore water pressure in accordance with the time of each embedded depth. Then the results were analyzed. A comparison of the pore water pressure in accordance with Hsp/Hsl was shown to prevent lateral water flow at 1, 0.85 and confirmed that the pore water pressure increased. In addition, the relationship between Hsp/Hsl and subsidence was expressed as a trend line to calculate the expected settlement rate formula for the embedded depth ratio.

Alkoxide 법으로 합성한 알루미나의 동공구조에 미치는 가수분해 온도의 영향 (Effect of Hydrolytic Temperature on Pore Structure of Alkoxide-derived Aluminas)

  • 조정미;정필조
    • 한국세라믹학회지
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    • 제25권3호
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    • pp.217-224
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    • 1988
  • Alkoxide 법으로 합성한 알루미나의 동공 구조를 BET 법으로 구한 흡 탈착 등온선의 hysteresis loop와 동공 분포로부터 고찰하였다. 알루미나는 aluminum isopropoxide를 화학량의 물로 가수분해하여 제조하였고, 가수분해 온도는 3$^{\circ}C$와 8$0^{\circ}C$에서 수행하였다. 이어 20$0^{\circ}C$부터 50$0^{\circ}C$까지 단계적으로 승온시키며 일정시간 열처리하였다. 3$^{\circ}C$ 가수분해 시료의 동공부피는 열처리 온도에 비례하여 증가하였으며, 동공크기는 쌍입분포(twin peaked pore size distribution)형으로 나타났다. 그러나 8$0^{\circ}C$ 가수분해 시료는 열처리에 의하여 동공부피가 감소하고, 동공크기는 단입분포(single peaked pore size distribution)로 나타났다. 이러한 관찰 결과로부터 전자의 동공형태는 slit형, 후자는 ink-bottle형을 하고 있는 것으로 추정되었다. 이와 같이 가수분해 온도는 동공 형태를 결정하는 중요한 인자일 뿐만 아니라, 층상 알루미나의 구조수 일탈 거동을 결정하는데 중요하다. 열처리 효과는 단지 최종 제품의 동공 분포를 결정하는데 영향을 주고 있는 것으로 해석되었다.

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철근 부식속도 예측식을 이용한 철근 피복 파괴 시간 추정 (Estimation of Concrete Cover Failure Time Considering the Corrosion Rate in Reinforced Concrete Structures)

  • 장봉석
    • 콘크리트학회논문집
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    • 제18권2호
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    • pp.233-238
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    • 2006
  • 본 연구에서는 염해환경에 노출되어 있는 철근콘크리트 구조물의 수명예측에 있어서 철근덮개 파괴시간 예측을 위하여, 유한요소해석을 통한 방법을 제시하였다. 또한 본 연구에서는 인공세공용액중의 철근 부식속도로부터 콘크리트 중의 철근 부식속도를 유도하는 방법을 제시하였으며, 철근 부식의 분포에 따른 철근덮개의 파괴시간을 비교하여, 철근덮개 파괴시간을 합리적으로 예측하기 위한 방법을 제시하였다. 국부부식을 고려한 경우 균일한 부식을 가정한 경우보다 최대 약 40%정도 철근덮개 파괴시간이 짧아짐을 알 수 있다. 따라서, 철근덮개의 파괴시간 예측을 위한 유한요소해석에 있어서 국부부식을 고려하는 것이 합리적인 결과를 제시할 수 있을 것으로 사료된다.