• Title/Summary/Keyword: hydration properties

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EFFICACY AND BIOLOGICAL ACTIVITIES OF A NEW ANTI-AGING AGENT OBTAINED FROM ARECA CATECHU

  • Lee, Kun-Kook;Lee, Kwang-Sik;Kim, Jeong-Ha;Jo, Byung-Kee;Choi, Jung-Do
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.24 no.3
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    • pp.24-30
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    • 1998
  • Inhibitory effects of the new material obtained from Areca catechu seed (CC-516) according to a special process, and its applicability to the skin as a cosmetic raw material in terms of its efficacy were presented. Areca catechu extract out of 150 medicinal plants, exhibited high inhibitory effect on the porcine pancreatic elastase ($IC_{50}$ : $40.8{\mu}$g/ml). It also had an inhibitory effect on the human leukocyte elastase ($IC_{50}$ : 48.1$\mu$g/ml), hyaluronidase ($IC_{50}$ : $416{\mu}$g/ml), antioxidative activity ($IC_{50}$ : $45.4\mu$g/ml) and free radical scavenging activity ($SC_{50}$ : $10.2{\mu}$g/ml). The cream contained 3% of CC-516 improved skin hydration above 16.5%. Especially, the skin elasticity increases more than 35% and skin wrinkles decreased more than 23%. The CC-516 was designed to be utilized in cosmetology. The cream containing 3% of this product has not only protecting effect on the skin mechanical properties provided by the collagen and the elastin in the derm but also restructuring effect of scarring or aging tissue.

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Strength Properties of Non-cement Matrix by Using Recycled Aggregates and Sludge from Ready-Mixed Concrete (레미콘의 슬러지 고형분과 회수골재를 사용한 무시멘트 경화체의 강도특성)

  • Ryu, Dong-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.4
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    • pp.477-482
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    • 2016
  • This study investigates the expressions characteristics of compression strength depending on the condition of fresh concrete and cured concrete by producing Non-cement mortar and concrete only with solidified sludge in the dehydrated cake form, recycled concrete and premixed materials(BS, FA) in order to actively use remicon recycling water as resources, rather than as construction waste material. After treating wastewater of pH 12.5 or more with alkali activator and after promoting BS hydration reaction, the amount of BS inflow was found to be increased and compression strength was increased accordingly: these results coincide with the analysis results of TG-DTA and SEM.

An Experimental Study on the Compressive Strength Property of Concrete with Ground granulated Blast Furnace Slag Using Wash Water from Recycled Aggregates (순환골재 세척수를 혼입한 고로슬래그 콘크리트의 압축강도 특성에 관한 실험적 연구)

  • Jung, Sang-Kyung;Shin, Sang-Yeop;Kim, Young-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.34-35
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    • 2015
  • The purpose of this study is to investigate the compressive strength property of concrete with Ground granulated blast furnace slag(GBFS) using wash water from recycled aggregate. When GBFS is reacted with water, it doesn't happen to hydraulic reaction but GBFS becomes latent hydraulic property in alkaline environment. For this reason, if it is possible to use wash water from recycled coarse aggregate as mixture water, GBFS have the advantage of early strength due to effect of activation. We investigated the compressive strength properties of GBFS concrete using wash water from recycled aggregate. According to the experimentation result, ICP-OES showed wash water from recycled coarse aggregate has a high alkali value of pH of 12. Also, compressive strength in early age using wash water can be improved as an activation.

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Strength Properties of Bisphenol A-Type Epoxy-Modified Mortars under Various Curing Conditions (각종 양생조건에 따른 비스페놀 A형 에폭시수지 혼입 모르타르의 강도성상)

  • Kim, Wan-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2009.11a
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    • pp.55-59
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    • 2009
  • The epoxy resin without hardener can harden by a ring-opening reaction in the presence of the alkalies produced by the hydration of cement in epoxy-modified mortars and concretes. This paper investigates the effect of curing conditions on the strength improvement of polymer-modified mortars using bisphenol A-type epoxy resin without hardener. The polymer-modified mortars using epoxy resin are prepared with various polymer-cement ratios, and subjected to ideal, water, dry and heat cures. In the heat cure, the epoxy-modified mortars are sealed or unsealed with a PVDC (polyvinylidene chloride) film. The epoxy-modified mortars are tested for flexural and compressive strengths at desired curing methods. The microstructures of the epoxy-modified mortars are also observed by scanning electron microscope. The effects of curing conditions on the strength development of the epoxy-modified mortars are examined. From the test results, the marked effectiveness of the heat cure under the PVDC film sealing against the development of the strength of the epoxy-modified mortar without the hardener is recognized. The flexural and compressive strengths of 7-day-90℃ heat-cured, PVDC film-sealed epoxy-modified mortars without hardener reach 7 to 17MPa and 24 to 44MPa respectively, and are two to three times of Unmodified mortar. Such high strength development of the epoxy-modified mortars may be achieved by the dense microstructure formation by cement hydrates and the hardening of the epoxy resin in the mortars.

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Prediction of RC structure service life from field long term chloride diffusion

  • Safehian, Majid;Ramezanianpour, Ali Akbar
    • Computers and Concrete
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    • v.15 no.4
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    • pp.589-606
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    • 2015
  • It is well-documented that the major deterioration of coastal RC structures is chloride-induced corrosion. Therefore, regional investigations are necessary for durability based design and evaluation of the proposed service life prdiction models. In this paper, four reinforced concrete jetties exposed to severe marine environment were monitored to assess the long term chloride penetration at 6 months to 96 months. Also, some accelerated durability tests were performed on standard samples in laboratory. As a result, two time-dependent equations are proposed for basic parameters of chloride diffusion into concrete and then the corrosion initiation time is estimated by a developed probabilistic service life model Also, two famous service life prediction models are compared using chloride profiles obtained from structures after about 40 years in the tidal exposure conditions. The results confirm that the influence of concrete quality on diffusion coefficients is related to the concrete pore structure and the time dependence is due to chemical reactions of sea water ions with hydration products which lead a reduction in pore structure. Also, proper attention to the durability properties of concrete may extend the service life of marine structures greater than fifty years, even in harsh environments.

Clinical improvement of amino propane sulfonic acid and it's quantitative measurement with a new opticoprofilometry (Amino propane sulfonic acid의 임상적 개선효과 및 새로운 opticoprofilometry 방법에 의한 정량분석)

  • 선보경;이해광
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.21 no.1
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    • pp.1-18
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    • 1995
  • We had tested the effect of amino propane sulfonic acid(APSA) on the human skin with non-invasive technique. It was tested with four parameters that were hydration, elasticity, color and skin wrinkles. In vitro culture systems, APSA stimulated the proliferation of fibroblasts bolt it didn't stimulate that of keratinocyte. Also we obtained the similar effects in the raft culture method. So we concluded that APSA affected the dermal region than the epidermal region. In clinical tests, APSA changed the skin color, pbiomechanical properties(especially elasticity) and reduced skin wrinkles of the volunteers. And we could get the better results of skin wrinkle improvement by use of Skin Visiometer than Silflo Image analysis systems.

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Effects of Germination on Fatty Acid and Free Amino Acid Profiles of Brown Rice 'Keunnun'

  • Choi, Induck;Suh, Sae-Jung;Kim, Jae-Hyun;Kim, Sun-Lim
    • Food Science and Biotechnology
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    • v.18 no.3
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    • pp.799-802
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    • 2009
  • The effect of germination on hydration and germination properties, and on the changes of fatty acids and amino acids profiles of a brown rice 'Keunnun' (KN) with a large embryo was compared to 'Ilpumbyeo' (IP) with a normal embryo. A rapid germination up to 24 hr was observed in both brown rice cultivars, afterward decreased with germination time. At 60 hr, the KN ($86.0{\pm}4.24%$) showed slightly lower germination capability than the IP ($97.0{\pm}1.41%$). Lower water uptake during germination was also found in the KN ($1.22{\pm}0.02\;g$) compared to the IP ($1.59{\pm}0.05\;g$). Major fatty acids were palmitic acid, oleic acid, and linoleic acid accounting for more than 95% of total fatty acids. The most abundant amino acid in both types was oleic acid, which was decreased during germination, whereas palmitic and linoleic acids were increased. Eight amino acids were detected, and a remarkable increase in ${\gamma}-amino$ butyric acid (GABA) during germination was observed. The KN was characterized with higher tasty amino acids of aspartic acid, glutamic acid, glycine, and alanine.

Charge Transfer Complexing Between Indole Derivatives and Methylviologen and Effects of Sodium Dodecyl Sulfate on It

  • Joon Woo Park;Sung-Jin Kim
    • Bulletin of the Korean Chemical Society
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    • v.5 no.3
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    • pp.121-126
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    • 1984
  • The charge transfer complex formations between indole derivatives and methylviologen were investigated spectroscopically. In aqueous solutions near room temperature, the order of complex stability was tryptamine < tryptophan < indole < indole acetate, which is the reverse order of the magnitude of molar absorptivities. This was interpreted as involvement of contact charge transfer. The decrease of enthalpy of complex formation (-${\Delta}$H) was highest in tryptamine, and lowest in indole acetate. ${\Delta}$H and entropy of complex formation (${Delta}$S) varied nearly in a linear fashion with isokinetic temperature $242^{\circ}$K. These results were attributed to the hydration-dehydration properties of the side chains in indole derivatives. Except indole acetate, the complex formations were greatly enhanced by the addition of sodium dodecyl sulfate(SDS). However, the direct relationship between the enhanced complex formation and SDS micelle formation was not found. The enhanced charge transfer interaction inSDS solutions was attributed to the increased ${\Delta}$S by interaction between methylviologen and SDS in premicellar level. The order of complex stability in SDS solutions was indole acetate < tryptophan < trypamine < indole, which reflects the hydrophobicity of indole derivatives as well as electrostatic interaction between indole derivatives and methylviologen associated with SDS.

Strength and abrasion resistance of roller compacted concrete incorporating GGBS and two types of coarse aggregates

  • Saluja, Sorabh;Goyal, Shweta;Bhattacharjee, Bishwajit
    • Advances in concrete construction
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    • v.8 no.2
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    • pp.127-137
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    • 2019
  • Roller Compacted Concrete (RCC) is a zero slump concrete consisting of a mixture of cementitious materials, sand, dense graded aggregates and water. In this study, an attempt has been made to investigate the effect of aggregate type on strength and abrasion resistance of RCC made by using granulated blast furnace slag (GGBS) as partial replacement of cement. Mix proportions of RCC were finalized based upon the optimum water content achieved in compaction test. Two different series of RCC mixes were prepared with two different aggregates: crushed gravel and limestone aggregates. In both series, cement was partially replaced with GGBS at a replacement level of 20%, 40% and 60%. Strength Properties and abrasion resistance of the resultant mixes was investigated. Abrasion resistance becomes an essential parameter for understanding the acceptability of RCC for rigid pavements. Experimental results show that limestone aggregates, with optimum percentage of GGBS, perform better in compressive strength and abrasion resistance as compared to the use of crushed gravel aggregates. Observed results are further supported by stoichiometric analysis of the mixes by using basic stoichiometric equations for hydration of major cement compounds.

Conformational Study of Cyclic Ac-Cys-Pro-Xaa-Cys-NHMe Peptides: a Model for Chain Reversal and Active Site of Disulfide Oxidoreductase

  • Park, Hae-Sook;Kim, Choon-mi;Kee, Kang-Young
    • Proceedings of the PSK Conference
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    • 2002.10a
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    • pp.330.2-330.2
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    • 2002
  • The conformational study on cyclic Ac-Cys-Pro-Xaa-Cys-NHMe (Ac-CPXC-NHMe: X = Ala, Val. Leu. Aib. Gly. His. Phe, Tyr. Asn. and Ser) peptides has been carried out using the ECEPP/3 force field and the hydration shell model in the unhydrated and hydrated states. This work has been undertaken to investigate structural implications of the CPXC sequence as the chain reversal for the initiation of protein folding and as the motif for active site of disulfide oxidoreductases. The backbone conformation DAAA is in common the most feasible for cyclic CPXC peptides in the hydrated state. which has a type 1${\beta}$-turn at the Pro-Xaa sequence. The proline residue and the hydrogen bond between backbones of two cystines appear to play a role in stabilizing this preferred conformation of cycilc CPXC peptides. However. the distributions of backbone conformations and ${\beta}$-turns may indicate that the cyclic CPXC peptide seems to exist as an ensemble of ${\beta}$-turns and coiled conformations. The intirnsic stability of the cyclic CPXC motif itself the active conformation appears to play a role in determining electrochemical properties of disulfide oxidoreductases.

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