• 제목/요약/키워드: Pore formation

검색결과 562건 처리시간 0.023초

큰 기공 제올라이트에서 에탄올의 아민화반응 (Amination of Ethanol over Large Pore Zeolites)

  • 전희영;전성희;이천재;신채호
    • 청정기술
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    • 제14권2호
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    • pp.87-94
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    • 2008
  • 12-고리를 갖는 큰 기공 제올라이트인 H-모더나이트, H-베타, H-Y상에서 에탄올 아민화반응에 의한 디에틸아민합성반응을 수행하였다. 사용된 큰 기공 제올라이트의 Si/Al 비 증가는 강산점의 감소를 가져왔으며 이 강산점의 세기는 아민으로의 생성 증가와 관련지을 수 있었다. 다차원 채널 형태를 갖는 H-베타, H-Y 제올라이트는 큰 둥지 부피와 낮은 산점세기로 인해 에탄올의 이량화반응에 의한 디에틸에테르의 생성을 촉진하였다. 직선 기공 채널 형태를 갖고 있는 H-모더나이트 제올라이트는 정밀화학 중간체로 널리 쓰이는 모노, 디에틸아민 합성에 적합하였다.

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Envelope development and variation in Trachelomonas hispida (Euglenophyta)

  • Poniewozik, Malgorzata;Zieba, Emil;Sajnaga, Ewa
    • ALGAE
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    • 제33권4호
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    • pp.305-318
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    • 2018
  • In Trachelomonas hispida, the adult envelope that surrounds the monad is oval in shape and covered with spines. Development of the lorica is an interesting, but poorly known phenomenon. We observed in detail the formation of spineless envelopes of T. hispida using light microscopy and scanning electron microscopy. The results showed that young cells formed delicate and net-like envelopes. The structure changed with age, and mature specimens had solid, thick loricae with small pores. As the loricae aged, they changed their shape, and rope-like fibres from the external layer started to unwind, progressing from the apical pore, exposing the underlying net-like structure. X-ray spectrometry showed that Fe was the major mineral component in young and mature loricae, whereas old loricae did not contain Fe salts, although they did contain a high number of Mn compounds. We also noticed a different pattern of mineralization process in the envelopes. Apart from the even distribution of mineral deposition over the entire lorica, we observed that it started from the apical pore and ended at the posterior end. There was considerable morphological variation in envelope shape and ornamentation, which had collars and folds around the apical pore and process at the posterior end. This suggested that many varieties of T. hispida should be taxonomically reappraised. We also discuss a hypothetical role for the spines on lorica surfaces in aquatic ecosystems.

효소촉매 담지체용 다공성 베마이트 제조 (Formation of Porous Boehmite for Supporting Enzyme Catalyst)

  • 염혜숙;김기도;전창림;김희택
    • 공업화학
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    • 제17권2호
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    • pp.188-193
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    • 2006
  • 용액의 pH, 주입방법, 온도, 유량의 변화를 주면서 질산알루미늄($Al_{3}(NO_{3})_3{\cdot}9H_{2}O$)을 암모니아수($NH_{4}OH$)로 침전시켜 베마이트(Boehmite)를 합성하였다. 베마이트 상이 형성되는 pH 범위와 입자의 형상과 기공특성에 미치는 합성 조건의 영향을 조사하였다. 베마이트는 반응 용액의 pH가 7.5~9일 때 형성되었고, P2jet 주입방법은 침전이 일어나는 동안 pH를 일정하게 유지할 수 있어 용액내의 반응에 참여하는 이온의 농도가 일정하게 유지되어 균일한 크기의 입자와 기공을 형성할 수 있게 하였다. 따라서 비표면적과 기공부피 두 가지 동시에 향상되었다. 온도가 올라갈수록, 유량이 감소할수록 비표면적과 기공부피가 증가함을 보이고, $60^{\circ}C$ 이상에서는 미세섬유모양의 입자를 얻을 수 있었다. 최적의 조건은 pH 9에서 P2jet 방법으로 주입하고 반응온도 $90^{\circ}C$와 유량 2.5 mL/min을 유지하였을 경우로 비표면적은 $385.46m^2/g$이고 기공 부피는 1.0252 mL/g을 가지는 평균 10 nm의 기공이 형성된 다공성 베마이트를 얻을 수 있었다.

Biotic ligand model과 종 민감도 분포를 이용한 토양 공극수 내 Cu의 생태독성학적 허용농도 결정에 미치는 환경인자의 영향 (Effect of Environmental Factors on the Determination of the Ecotoxicological Threshold Concentration of Cu in Soil Pore Water through Biotic Ligand Model and Species Sensitivity Distribution)

  • 유기현;안진성;정부윤;남경필
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권1호
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    • pp.49-58
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    • 2017
  • Biotic ligand model (BLM) and species sensitivity distribution (SSD) were used to determine the site-specific Cu threshold concentration (5% hazardous concentration; HC5) in soil pore water. Model parameters for Cu-BLM were collected for six plants, one collembola, and two earthworms from published literatures. Half maximal effective concentration ($EC_{50}\{Cu^{2+}\}$), expressed as $Cu^{2+}$ activity, was calculated based on activities of major cations and the collected Cu-BLM parameters. The $EC_{50}\{Cu^{2+}\}$ varied from 2 nM to $251{\mu}M$ according to the variation in environmental factors of soil pore water (pH, major cation/anion concentrations) and the type of species. Hazardous activity for 5% (HA5) and HC5 calculated from SSD varied from 0.076 to $0.4{\mu}g/L$ and 0.4 to $83.4{\mu}g/L$, respectively. HA5 and HC5 significantly decreased with the increase in pH in the region with pH less than 7 due to the decrease in competition with $H^+$ and $Cu^{2+}$. In the region with pH more than 7, HC5 increased with the increase in pH due to the formation of complexes of Cu with inorganic ligands. In the presence of dissolved organic carbon (DOC), Cu and DOC form a complex, which decreases $Cu^{2+}$ activity in soil pore water, resulting in up to 292-fold increase in HC5 from 0.48 to $140{\mu}g/L$.

다공성 폴리술폰 비대칭막 제조시 에테르형 알코올의 공경형성에 미치는 영향 (Effect of Ether-Typed Alcohols on Pore Formation in Preparing an Asymmetrically Porous Polysulfone Membrane)

  • 최용진;강병철
    • 멤브레인
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    • 제20권2호
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    • pp.135-141
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    • 2010
  • 다양한 형태의 Polysulfone 막을 MBR공정에 적용하기 위해 제조하였다. 특히 제조공정에 있어서 여러 형태의 에테르형 알코올을 사용 도프용액에 첨가시킴으로써, 공경크기에 미치는 영향력을 조사하였다. 본 연구에서는 공경의 크기는 첨가된 첨가제의 끓는점에 의한 영향력보다는 그들 자체(첨가된 첨가제)의 분자구조에 의한 확산에 더 큰 영향력을 받고 있음을 보여주었다. 분자적으로 methoxy ($CH_3$-O-) < secondary propanol ($-CH_2$-CH(OH)$-CH_3$) < ethoxy ($CH_3-CH_2-O-$)의 순으로 공경크기가 커지고 그에 따라 순수투과도 또한 커짐을 보여주었다. 이러한 현상은 첨가된 용매가 분자적으로 ether형 알코올의 bulky한 정도에 따라 공경의 형성이 다른 형태로 나타나고 있음을 보여주고 있다. 본 연구에서는 다양한 형태의 ether형 alcohol를 통하여 바라고자하는 형태(평균 pore size 0.1~0.4 ${\mu}m$)의 MF (microfiltration)막을 제조할 수 있었으며, MBR (membrane bio-reactor)에 적용한 결과 2달 동안 안정되게 운전되었다.

Preparation and Pore-Characteristics Control of Nano-Porous Materials using Organometallic Building Blocks

  • Oh, Gyu-Hwan;Park, Chong-Rae
    • Carbon letters
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    • 제4권1호
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    • pp.1-9
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    • 2003
  • Recently, the control of pore-characteristics of nano-porous materials has been studied extensively because of their unique applications, which includes size-selective separation, gas adsorption/storage, heterogeneous catalysis, etc. The most widely adopted techniques for controlling pore characteristics include the utilization of pillar effect by metal oxide and of templates such as zeolites. More recently, coordination polymers constructed by transition metal ions and bridging organic ligands have afforded new types of nano-porous materials, porous metal-organic framework(porous MOF), with high degree and uniformity of porosity. The pore characteristics of these porous MOFs can be designed by controlling the coordination number and geometry of selected metal, e.g transition metal and rare-earth metal, and the size, rigidity, and coordination site of ligand. The synthesis of porous MOF by the assembly of metal ions with di-, tri-, and poly-topic N-bound organic linkers such as 4,4'-bipyridine(BPY) or multidentate linkers such as carboxylates, which allow for the formation of more rigid frameworks due to their ability to aggregate metal ions into M-O-C cluster, have been reported. Other porous MOF from co-ligand system or the ligand with both C-O and C-N type linkage can afford to control the shape and size of pores. Furthermore, for the rigidity and thermal stability of porous MOF, ring-type ligand such as porphyrin derivatives and ligands with ability of secondary bonding such as hydrogen and ionic bonding have been studied.

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Microporous Ceramic Membrane and Its Gas Separation Performance

  • Li, Lin;Li, Junhui;Qi, Xiwang
    • 한국막학회:학술대회논문집
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    • 한국막학회 1996년도 춘계 총회 및 학술발표회
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    • pp.16-19
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    • 1996
  • Separation with synthetic membrane have become increasingly important processes in many fields. In the most application of membrane process, polymer membrane is used. the main advantage of polymers as a material for membrane preparation is the relative simplicity of this film formation which enables one to obtain rather high permeability rates. However, polymeric membranes have several limitations, such as high temperature instability, swelling and decomposition in organic solvent, et. al.. These limitations can be overcome by inorganic membrane. At the present time, commercially available inorganic membranes have pore diameters ranging 5nm to 50mm, and the predominant flow regime in such membrane is Knudsen diffusion. Since the Knudsen permeability is directly proportional to the molecular velocity, gases can be separated due to their molecular masses. However, this separation mechanism is only of important for light gases such as H2 and He. Other separation mechanisms like surface diffusion, active diffusion can play an important role only with very small pore diameters(2nm) and give rise to large permselectivities. Therefore, preparation of inorganic membrane with nano-sized pore have been attracting more and more attention.

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$Al_2O_3-SiC$ 복합재료의 상압소결시 치밀화에 미치는 SiC 원료분말의 크기영향 (Effect of SiC Particles Size on the Densification of $Al_2O_3-SiC$ Composite During Pressureless Sintering)

  • 채기웅
    • 한국세라믹학회지
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    • 제36권11호
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    • pp.1261-1265
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    • 1999
  • Effect of SiC particle size of the densification of Al2O3-SiC composite during pressureless sintering was investigated. Two types of SiC powders having average particle size of 0.15${\mu}{\textrm}{m}$ and 3${\mu}{\textrm}{m}$ were used. Densification rate of the specimen containing 0.15${\mu}{\textrm}{m}$ SiC particles was slower than that of the specimen containg 3${\mu}{\textrm}{m}$ SiC particles. Although the relative density of the specimen containing 0.15${\mu}{\textrm}{m}$ SiC particles was below 90% of theoretical density after sintering at 155$0^{\circ}C$ the complete closure of open pores occurred. Therefore full densification could be obtained by subsequent HIP. On the other hand in the specimen containing 3${\mu}{\textrm}{m}$ SiC particles the complete closed pore was observed at 95% of theoretical density. Such a fast pore closure in the specimen containing 0.15${\mu}{\textrm}{m}$ SiC particles is likely to occur as a result of dense reaction layer formation on the specimen surface which is attributed to the high reactivity of small size particles with sintering atmosphere.

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시공조건이 시멘트계 고화토의 투수계수에 미치는 영향 (Effects of Some Construction Variables on the Hydraulic Conductivity of Soil-Cement in Low Permeable Applications)

  • 정문경;김강석;우제윤
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.427-434
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    • 2000
  • Hydraulic conductivity of soil-cement was measured as a function of some selected construction variables that are often encountered in practice. They are initial (or compaction) water content, delayed compaction after mixing, and repeated freezing and thawing. Sandy and clayey soils were used. The hardening agent used was a cement based soil stabilizer consisting of 80% of ordinary Portland cement and 20% of a combination of supplementary materials. Hydraulic conductivity of soil-cement with varying initial water content was, in trend, similar to that of compacted clay. Hydraulic conductivity of soil-cement decreased with increasing initial water content and reached its minimum when compacted wet of optimum water content. Pore size distributions of soil cement at different initial water contents were analyzed using mercury intrusion porosimetry. The analysis showed that dryer condition led to the formation of larger pores with lesser total pore volume; smaller pores with larger total pore volume at wetter condition. Hydraulic conductivity of soil-cement increased by orders in magnitude when specimen underwent delayed compaction of longer than 4 hours after mixing and repeated freezing and thawing.

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도로성토사면의 안정성 분석시 원지반 투수성의 영향 (Permeability Influence of Base Soil for Analysis of Road Landfill Stability)

  • 김영묵;김충기;김만구;김건해
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.890-897
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    • 2005
  • Stability of embankment is influenced on landfill condition, permeability, shear strength and soil engineering propensity and so on, and need examination in reply because is different according to change of soil property of foundation ground and permeability condition. Analyzed seepage behaviour by finite element method for embankment, and change permeability of base to analyze effect that permeability of ground water table formation before embankment and analyze seepage behaviour to typical embankment in this research. In the case of permeability of foundation ground is 10 more than landfill permeability, rise of groundwater table was changed slightly. Pore water pressure was decreased slowly in landfill after rainfall. The effect of permeability of foundation ground was effected in change of pore water pressure. For permeability of foundation ground is 10 more than landfill, stability of road landfill was small changed during rainfall. But in the case of permeability of base soil similar to landfill permeability, road landfill stability was large decreased during rainfall.

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