• Title/Summary/Keyword: 다공탄성

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Study on Characteristics and Manufacture of Heat-Resisting Diatomite Protection Tube for Probe Used in Steelmaking Process (용융금속 프로브용 규조토 내열보호관의 제조 및 특성연구)

  • Lee, Man-Eob;Chung, Hak-Jae;Lee, Kyo-Woon
    • Journal of the Korean Ceramic Society
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    • v.42 no.4
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    • pp.260-268
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    • 2005
  • A heat-resisting diatomite protection tube, using diatomite as a main component, was manufactured through an extrusion molding of ceramic slurry in different component ratios. And its mechanical strength, carbon analysis and microstructural non-homogeneity were investigated. After fixing $60wt\%$ of porous diatomite whose particle size was $50\~100\;{\mu}m$, the optimum mixture ratio with composition variables by changing $1\;wt\%$ of each component that was silica sol$(4.3\~7.3\;wt\%)$ as an inorganic binder, CMC (Sodium CarboxyMethyl Cellulose $(6\~9\;wt\%)$) as an organic binder and paper powder$(4.7\~7.7\;wt\%)$ was obtained. As a result of the investigation on a composition containing $60\;wt\%$ diatomite, $5.3\;wt\%$ silica sol, and $7\;wt\%$ CMC, a heat-resisting protection tube that could be used as a molten steel probe for measuring the temperature and components of molten steel was developed. The bending strength, compressive strength, and elastic modulus of the protection tube developed, that contained $\le2.3\;wt\%$ carbon, were 7.1 MPa, 7.5 MPa, and 1090 MPa, respectively.

Development of the Novel Cosmetics Impregnation Material and Study on Makeup W/O Emulsions using It (새로운 화장료 함침재의 개발과 이를 활용한 메이크업 유중수형 에멀전에 관한 연구)

  • Kang, Sungsoo;Kim, Hyeon Jeong;Oh, Se Woong;Park, Sang Wook;Kim, Kyung Seob
    • Journal of the Society of Cosmetic Scientists of Korea
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    • v.43 no.1
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    • pp.27-33
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    • 2017
  • Up to now, better convenience and portability were important factors in the development of the cosmetics and achieved by immersing low viscosity makeup water-in-oil (W/O) emulsion into the impregnation material. Conventionally, polyurethane sponges having porous network structures and hard textures have been dominantly used. It has an advantage of easy to manufacture because of its good impregnation property due to its structural characteristics. However, it releases emulsion too much at first use, and shows unexpected dramatic decline during the period of usage. In this study, we studied on makeup W/O emulsion with various features and developed the new foaming sponge, which showed excellent formability and proper absorption and discharge ability of cosmetic composition through the combination of natural rubber (NR) and styrene butadiene rubber (SBR). This impregnation material is characterized by the softness of elasticity like a rubber, high elongation and uniform output. We confirmed that this material can be used to develop makeup products using various oils depending on polarity and controlling the viscosity of the makeup W/O emulsion. Thus, it is concluded that these results provide valuable information in developing new cosmetics impregnation materials.

Flowability and Strength Properties of Mortar and Self-Compacting Concrete Mixed with Waste Concrete Powder (폐콘크리트 분말을 혼합한 모르타르 및 자기충전 콘크리트의 유동 및 강도특성)

  • Choi, Yun-Wang;Jung, Moon-Young;Moon, Dae-Joong;Kim, Sung-Su
    • Journal of the Korea Concrete Institute
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    • v.18 no.4 s.94
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    • pp.517-526
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    • 2006
  • In this study, in order to utilize waste concrete powder(WCP) which is occurred in manufacturing high quality recycled aggregate as an admixture for self-compacting concrete(SCC), the properties of cement paste, mortar, and concrete that were mixed two types of WCP, 928 and 1,360 $cm^2/g$ of surface area, were analyzed. As a result of experiment, we have found that WCP was a porous material with angle. When WCP was utilized as an admixture for SCC, its flowability and viscosity increased in proportion to the increase of a replacement ratio, and that a replacement ratio of WCP was proper within 15%. The compressive strength at 28 days mixed respectively with WCP2, 15 and 30%, showed about 36 and 28 MPa, and it showed a similar trend with a function suggested in CEB-FIP for the relationship of compressive strength and elastic modulus. According to the results, it is judged that WCP2 can be utilized as an mineral admixture of normal strength SCC.

Electrochemical Characteristics of Polyurethane-based Polymer Electrolyte for Lithium Sulfur Battery (리튬 유황전지용 폴리우레탄 고분자 전해질의 전기화학적 특성)

  • Kim, Hyeong-Ju;Shin, Joon-Ho;Kim, Jong-Hwa;Kim, Ki-Won;Ann, Hyo-Jun;Ahn, Ju-Hyun
    • Journal of the Korean Electrochemical Society
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    • v.5 no.2
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    • pp.47-51
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    • 2002
  • Polyurethane was used as matrix for polymer electrolytes with liquid electrolyte consist of organic solvent as ethylene carbonate(EC), propylene carbonate(PC), and tetraethylene glycol dimethylether(TG) and 1M $LiCF_3SO_3$, which has high mechanical strength and porosity. Electrochemical properties fur polyurethane electrolytes with various liquid electrolytes were evaluated. The amount of immersed liquid electrolyte for TG with 1M $LiCF_3SO_3$ was increased to about $750\%$ by weight, and initial discharge capacity and cycle performance was better than others. Ionic conductivity for TG/EC(v/v,1:1) and PC/EC(v/v, 1:1) with 1M $LiCF_3SO_3$ was about $3.15\times10^{-3} S/cm, \;3.18\times10^{-3}S/cm$

Chitosan-alginate Gel Modified Poly (L-Lactic-co-ε-Caprolactone) (PLCL) as a Scaffold for Cartilage Tissue Engineering (변형된 키토산 알지네이트 겔 poly (L-Lactic-co-ε-Caprolactone) 지지체의 연골 조직 재생 평가)

  • Sutradhar, Bibek Chandra;Hwang, Yawon;Choi, Seokhwa;Kim, Gonhyung
    • Journal of Veterinary Clinics
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    • v.32 no.3
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    • pp.224-230
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    • 2015
  • This study was designed in the fabricated poly (L-Lactic-co-${\varepsilon}$-Caprolactone) (PLCL) scaffold using chitosan-alginate hydrogel, which would be more suitable to maintain the biological and physiological functions continuing three dimensional spatial organizations for chondrocytes. As a scaffold, hydrogels alone is weak at endure complex loading within the body. In this study, we made cell hybrid scaffold constructs with poly (L-Lactic-co-${\varepsilon}$-Caprolactone) (PLCL) scaffold and hydrogels to make a three-dimensional composition of cells and extracellular matrix, which would be a mimic of a native cartilage. Using a particle leaching technique with NaCl, we fabricated a highly-elastic scaffold from PLCL with 85% porosity and $300-500{\mu}m$ pore size. A mixture of bovine chondrocytes and chitosan-alginate gel was seeded and compared with alginate as a control on the PLCL scaffold. The cell maturation, proliferation, extracellular matrix synthesis, glycosaminoglycans (sGAG) production and collagen type-II expressions were better in chondrocytes seeded in chitosan-alginate hydrogel than in alginate only. These results indicate that chondrocytes with chitosan-alginate gel on PLCL scaffolds provide an appropriate biomimetic environment for cell proliferation and matrix synthesis, which could successfully be used for cartilage repair and regeneration.

An Optimization of a Walkway Block Structure for Rainwater Harvesting (빗물저장 및 활용을 위한 보도블럭구조의 최적화)

  • Cho, Taejun;Son, Byung-Jik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.1
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    • pp.40-47
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    • 2018
  • Porous walkway blocks are constructed for the purpose already, but reserved water is easily consumed due to the bigger permeability than necessary. Furthermore, porous structure reduces the strength of blocks, which resulting cracking and settlements in walkways. In this study, we suggested a solution for given problems by determination for the location of minimum principal stress in walkway blocks against moving foot loads in order to design and verifying the determined location of minimum principal stress. An optimum design with a verification example for determined location of minimum principal stress have been presented in a two dimensional Block member on elastic foundation for pedestrian walkway for reserving water inside. The minimum value for sum of shear forces is found when ${\times}1$ is 58.58 mm(30% of total span, 200mm), while the minimum deformation is located at ${\times}2=80mm$(70% of total span, 200 mm). In a modified model, When moving boundary condition(walkway foot loads) is located at ${\times}1$(=0 mm), the location of minimum principal stresses is found at 168 mm( 84% of span, 200 mm), in which the stress concentration due to the foot load is modeled as two layers of distributed loads(reactions of foundation modeled as springs). Consequently, zero deformed reservoirs for rainwater on the neutral axis (${\times}2=167mm$) has been determined in the modified model with three dimensional FEM analysis verifications.