• 제목/요약/키워드: Non-hydration

검색결과 134건 처리시간 0.023초

니오솜을 이용한 $[^{3}H]$아시클로버의 경피투과 (Transdermal Permeation of $[{^3}H]Acyclovir$ Using Niosome)

  • 박새해;이순영;용철순
    • Journal of Pharmaceutical Investigation
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    • 제28권1호
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    • pp.43-50
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    • 1998
  • Niosomes are vesicles formed from synthetic non-ionic surfactants, offering an alternative to chemically unstable and expensive liposomes as a drug carrier. Non-ionic surfactant and cholesterol mixture film leads to the formation of vesicular system by hydration with sonication method. The formation of niosome was ascertained by negative staining of TEM. The entrapment efficiency of niosomal suspension was gradually increased with increasing the ratio of cholesterol to surfactant. It was found that the niosome with 6 : 4 (polyoxyethylene 2-cetyl ether: cholesterol) ratio was more stable than those with other ratios. The topical application of acyclovir(ACV) in the treatment of herpes simplex virus type 1(HSV-1) skin disease has a long history. There are an increasing number of reports, however, in which topical ACV therapy is not as effective as oral administration. Lack of efficacy with topical ACV has been hypothesized to reflect the inadequate delivery of drug to the skin. We investigated the permeation of niosome containing $[^{3}H]ACV$ in hairless mouse skin using Franz diffusion cell model. Permeation coefficient(P) of aqueous ACV was $6.7{\times}10^{-4}\;(cm/hr)$ and that of ACV in niosome was $23.4{\times}10^{-4}\;(cm/hr)$, suggesting about 3.5 times increase in the transdermal permeation.

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칼집을 낸 현미의 수화 및 취반 특성 (Hydration and Cooking Properties of Brown Rice Scratched with a Knife)

  • 김재영;백승화
    • 한국식품과학회지
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    • 제44권6호
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    • pp.722-727
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    • 2012
  • 본 연구는 현미의 취반 시 물리적 특성을 개선하기 위하여 칼날로 일정 깊이 흠집을 낸 현미(0.07 및 0.20 mm SBR)와 일반 현미(NBR) 및 백미(NR)의 수분 흡수 특성, 취반 전 후의 무기질 함량, 취반 시 밥알의 물성 차이 및 엿기름에 의한 가수분해 정도를 측정하였다. 수침에 따른 수분함량, 부피 및 무게 증가량은 수침 210분이 지남에 따라 NBR<0.07 SBR<0.20 SBR=NR순으로 NR과 0.20 SBR이 유사한 수준을 나타내었다. 호화에 따른 쌀의 수분함량은 NR이 51.14%, 0.07 SBR이 42.53%, 0.20 SBR이 44.93%, NBR이 38.36%로 도정도 및 칼집 수준에 따라 유의성이 인정되었다(p<0.05). 호화에 따른 쌀의 경도 변화는 NR<0.20 SBR<0.07 SBR

조강시멘트를 사용한 초조강 모르타르 개발에 관한 연구 (Study on the Development of Super-High-Early-Strength Mortar Using the Hardening catalyst and High early strength cement)

  • 조인성;허연옥;민태범;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.217-219
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    • 2012
  • In this study, the experiment was conducted in the level of mortar as one of the basic studies on pre-cast concrete which acceleration curing is not done. This study has the purpose to develop the strength of mortar into 20MPa within 6 hours in the condition of room temperature using admixtures which can accelerate C3S hydration reaction. In this experiment, W/C was fixed into 20%, PCE which can stimulate C3S was used as an accelerating admixture. From the results of this experiment, maximum content of accelerating admixture was 1%. Also, as more than 20MPa was measured through 6-hour compressive strength, it can be known that strength can be developed without steam-curing.

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매스콘크리트구조물에서의 온도응력 측정기법에 관한 연구 (A Study on the Meassurement Technology of Thermal Stress in Massive Concrete Structure)

  • 강석화;정철헌;이용호;박칠림
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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    • pp.71-76
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    • 1994
  • Recently, constructions of huge reinforced concrete structures such as nuclear power stations have been increased. When massive concrete is placed, cracking due to the hydration heat of cement is recognized as a major problem. The development of thermal stress is influenced by the structure shape and the constraint conditions, and cracks usually occure from tensile stresses which developed due to temperature drop. In this study a protocol specimen is made to examine the distribution of temperature and thermal stress of reaction wall of Daewoo Institute Construction Technology. The size of the specimen is made by considering minimum size of real structure. In this study, concrete strain gauge, concrete stress gauge, concrete non-stress gauge, and thermocouples, are instrumented to measure thermal stress in massive concrete structure. A new measuring technique is proposed to calculate thermal stress.

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잔골재 종류에 따른 고로슬래그 미분말 모르터의 응결시간 및 강도발현 특성 (The Setting Time and Strength Development of Blast-Furnace Slag Powder Mortar According to Kinds of Fine Aggregate)

  • 최현규;김영희;손호정;이향재;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 추계 학술논문 발표대회
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    • pp.251-252
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    • 2011
  • This study is to investigate experimentally the strength properties of mortar using recycled fine aggregates(RA) and blast furnace slag powder(BS) without cement according to type of fine aggregate. In the results of the study, compressive strength of RA was the highest. It can be considered that the results are due to the reaction of the non-hydration cement in RA to the latent hydraulicity reaction of the BS.

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Preparation of MgO with High Surface Area, and Modification of Its Pore Characteristics

  • Lee, Moon-Hee;Park, Dong-Gon
    • Bulletin of the Korean Chemical Society
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    • 제24권10호
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    • pp.1437-1443
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    • 2003
  • Thermal decomposition of hydrated surface layer of $Mg(OH)_2$ at $500^{\circ}C$ in vacuum turned non-porous MgO into porous one with high surface area of around $270 m^2$/g. Most of its surface area, 74 %, was from micropores, and rest of it was from mesopores in wedge-shaped slits, exhibiting bimodal size distribution centered around 30 and 90${\AA}$. Rehydration followed by subsequent dehydration at $300 ^{\circ}C$ in dynamic vacuum further raised the surface area to 340 $m^2$/g. Fraction of microporous surface area was increased to 93%, and the shape of the mesopores was modified into parallel slits with a specific dimension of 32 ${\AA}$. Application of $Fe_2O_3$ over MgO via iron complex formation did not alter the pore characteristics of MgO core, except slightly increased pore dimension. Over the course of the modification, $Fe_2O_3$ stayed on the surface possibly via spill-over reaction.

수소 Plasma 처리 후의 MgO 보호막에 대한 일함수 변화 측정 (Measurement of Changes in Work Function on MgO Protective Layer after H2-plasma Treatment)

  • 정재천;이석주;조재원
    • 한국전기전자재료학회논문지
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    • 제20권7호
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    • pp.611-614
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    • 2007
  • The changes in the work $function({\Phi}_w)$ in the MgO protective layers after $plasma(Ar,\;H_2)$ treatment have been studied using ${\Upsilon}-focused$ ion beam $({\Upsilon}-FIB)$ system. The ${\Phi}_w$ was determined as follows: Ar-plasma $treatment({\Phi}_w=4.52eV)$, $H_2-plasma$ $treatment({\Phi}_w=5.65eV)$, and non-plasma $treatment({\Phi}_w=4.64eV)$. The results indicated that the H-plasma could not make any effective physical etching due to the small masses of hydrogen atoms and molecules while the hydration of H-plasma could grow some contaminating materials on the surface of MgO.

Experimental investigation of mechanical and microstructural properties of concrete containing modified nano-Graphene Oxide

  • Maryam Ashouri;Ehsanollah Zeighami;Alireza Azarioon;Seyyed Mohammad Mirhosseini;Sattar Ebrahimi Yonesi
    • Advances in nano research
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    • 제16권5호
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    • pp.435-444
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    • 2024
  • Microscopic defects within the microstructure of hardened cement paste are the main source of weakness in concrete. As a solution, nano-graphene oxide (GO) can be employed to improve the cement paste microstructure. However, there is a number of disadvantages, e.g., fluidity reduction and non-uniform dispersion. The present study sought to modify GO by fabricating a copolymer (PSGO) in a novel process to exploit the advantages of nano-GO while minimizing its disadvantages. Using 0.03wt% copolymerled to 38.8% higher tensile strength, 29.3% higher compressive strength and 25% higher workability. The SEM images revealed that GO and modified GO enhanced concrete by secondary hydration and bonding with C-S-H, creating a firm, integrated, and foil-like structure, and reducing the crack size and depth.

순환유동층 보일러애시를 활용한 비소성 결합재로써의 활용 가능성 검토 (Feasibility Study on the Use of CFBC Ash as Non-sintered Binder)

  • 강용학;임귀환;김상준;최영철
    • 한국구조물진단유지관리공학회 논문집
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    • 제22권5호
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    • pp.119-126
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    • 2018
  • 최근 화력발전소에서는 순환유동층 연소방식의 발전소가 증가하는 추세이다. 순환유동층 보일러애시는 탈황 효과를 위해 석회석을 첨가함에 따라 애시 중에 포함되는 CaO, $SO_3$성분이 증가하여 일반적인 플라이애시 보다 free-CaO 함량이 높다. 또한 순환유동층 보일러애시는 기존의 플라이애시와 다르게 자기수경성 특성과, 높은 free-CaO함량에 의해 물과 만나면 높은 반응성을 갖는다. 본 연구는 순환유동층 보일러애시의 자기수경성 특성을 이용하여, 시멘트를 대체할 수 있는 비소성 결합재로써 활용 가능성에 대해 분석하였다. 순환유동층 보일러 애시의 함량에 따른 역학적 및 수화특성에 대해 검토하였다. 또한 석고의 종류 및 함유량에 따른 순환유동층 보일러애시 활용 비소성 결합재에 대한 압축강도 및 미세구조에 미치는 영향을 분석하였다.

고로슬래그 미분말을 사용한 무시멘트 경화체의 반응 특성 (Reaction Properties of Non-Cement Mortar Using Ground Granulated Blast Furnace Slag)

  • 박선규;권성준;김윤미;이상수
    • 한국콘텐츠학회논문지
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    • 제13권9호
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    • pp.392-399
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    • 2013
  • 본 연구는 건설 산업에 있어서 지구온난화의 주된 원인으로 알려져 있는 시멘트를 고로슬래그 미분말로 대체하기 위한 기초적인 연구를 수행한 것으로, 고로슬래그 및 알칼리 자극제를 사용하여 시멘트 콘크리트와 같은 성질을 가지는 경화체의 제조가 가능한지에 대한 실험적 검토를 실시하였다. 이를 위하여 시멘트 대체재로 철강 산업의 부산물인 고로슬래그 미분말과 자극제로 수산화칼륨(KOH), 수산화칼슘($Ca(OH)_2$), 수산화나트륨(NaOH) 등을 사용하여 공시체를 제작한 후, 휨 및 압축강도, XRD, EDS 및 SEM 등에 대한 측정을 실시함으로써 무시멘트 경화체의 반응 특성에 대하여 분석을 실시하였다. 그 결과 고로슬래그에 함유되어 있던 $SiO_2$, CaO 등이 용출되어 시멘트의 수화반응과 같은 칼슘 실리케이트(C-S-H) 수화물을 생성하는 것으로 나타나 고로슬래그 미분말을 사용하여 무시멘트 경화체의 제조가 가능할 것으로 나타났으며, 이후 건설 산업에 있어서 가장 중요한 콘텐트 중에 하나인 시멘트 제조에 수반하는 $CO_2$ 발생량을 줄이기 위한 추가적인 연구가 필요할 것으로 판단된다.