• 한국식품조리과학회지
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• 제28권6호
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• pp.813-820
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• 2012

To develop the high quality gluten-free rice products with health functionality and desirable texture with moistness, the physicochemical properties of extruded rice flours prepared from the mixture of germinated brown and white rices were investigated. The domestic organic Samgwangbyeo was used to make white and germinated brown rices. White rice (WR) was dried after soaked for 6 h at $15{\pm}3^{\circ}C$ and mixed with germinated brown rice (GBR) with different mixing ratios (100:0, 75:25, 50:50, 25:75, 0:100). The operating conditions of twin screw extruder were 250 rpm of screw speed, $120^{\circ}C$ of barrel temperature, and 25% moisture content of rice flour. The ash, crude protein and crude lipid contents were significantly different (p<0.05) and those of extruded GBR were the highest values, but those of extruded WR were the lowest. The color difference of extruded WR based on white plate showed the lowest among them. The water binding capacity (334.16%), swelling power (8.83 g/g), solubility (33.13%), and total starch (79.50%) were the lowest in extruded GBR. The viscosities of all extruded rice flours by RVA were maintained during heating. The peak and total setback viscosities of extruded rice flours ranged 127-352 and 58.0-85.5 cP, respectively. The novel food biomaterial from germinated brown rice as well as white rice was developed by twin screw extruder. The extruded rice flours control the moistness to improve the texture and also have functional materials, dietary fiber, GABA, and ferulic acid, etc to increase quality of gluten free rice products.

• 한국지반환경공학회 논문집
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• 제22권12호
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• pp.15-24
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• 2021

대부분이 산악지역인 국내에서는 터널 및 지하공간개발의 비중이 점점 높아지고 있다. 지하공간개발 시 지반 개량공법을 적용하여 지반을 보강하지만 국내에서는 여전히 사건 사고가 빈번하게 발생하고 있다. 대표적인 지반 보강공법인 그라우팅 공법은 주입재의 총량과 실제 그라우팅 시공 시 사용한 주입재의 양을 비교하여 효과를 판정하였으며, 혹은 그라우팅 공법을 적용한 지반에 보링 후 시료의 일축압축강도 평가 혹은 현장 투수시험을 통하여 지반 보강여부를 판단하였다. 하지만, 시공 중 혹은 대상 지반 내에 지반 보강이 제대로 이루어졌는지는 판단하기는 어렵다. 이러한 문제를 해결하기 위해 전도성 재료인 탄소섬유와 그라우트 재료인 마이크로시멘트를 혼합하여 그라우팅을 수행한 후 전기비저항 측정을 통해 시공 중이나 시공 후에 품질관리가 가능한 새로운 방법에 대해 연구가 필요한 실정이다. 본 연구는 이에 대한 기초연구로 전도성 재료인 탄소섬유가 혼합된 그라우트 재의 성능을 평가하기 위해 탄소섬유 0%, 3%, 5%, 7%로 혼합된 시멘트 공시체를 제작하였으며, 제작한 공시체에 대하여 3일, 7일, 28일 습도 99%의 조건으로 습윤양생 시킨 후 압축파 속도 및 전단파 속도 측정을 수행하였다. 압축파 속도 및 전단파 속도 측정 결과 탄소섬유의 배합비 및 재령일수 증가에 따라 증가하는 경향을 보였으며, 재료의 강성인 탄성계수 및 전단탄성계수도 증가하는 것을 확인하였다.

• 펄프종이기술
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• 제35권1호
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• pp.13-18
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• 2003

This study was done in an effort to evaluate the possibility of recyclability of moisture-proof paper. Because it is difficult to recycle laminated moisture-proof paper, a mixture of styrene-butadiene latex(SB latex) and wax emulsion was used as moisture-proof paper chemicals. A bar coater was applied to make moisture-proof paper and the coated weight was 17 g/$m^2$. The mixing ratios of SB latex to wax emulsion were 85 : 15, 87 : 13, and 90 : 10, respectively. It was observed that the moisture-proof paper treated with SB latex and wax emulsion at the appropriate ratio could be recycled effectively. The moisture-proof paper was similar to base paper in degree of pulping, and there was no significant difference in dispersion between moisture-proof paper and base paper. Most of wax particle which caused the spots during drying process could be removed by flotation process. Tensile strength and tear strength of handsheets made of both moisture-proof paper and base paper after pulping was measured to examine the fiber bonding and no significant difference in mechanical properties was observed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.549-552
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• 2006

Generally the ultra-high strength steel reinforced concrete has rich mix composition composed of high-strength type mineral admixtures and as a result of very low water-binder ratio(about under w/b=25%), it reveals ultra-high compressive strength(about over 100Mpa). Also, in order to obtain sufficient toughness after construction, we usually mix a large quantity steel fiber with ultra-high strength steel reinforced concrete therefore we must use proper mixer for workability. When we make the ultra-high strength steel reinforced concrete we need more long mixing time or much super-plasticizer than when we manufacture normal concrete. These bring about economical problems and performance deterioration. Therefore, in this study, in order to manufacture easily ultra-high strength steel reinforced concrete we develope a dedicated mixer for ultra-high strength steel reinforced concrete with high speed type. It carried out the examination for comparison between the dedicated and general type mixer, the analysis and counterplan of the point at issue when we manufacture ultra-high strength steel reinforced concrete by the dedicated mixer.

• 한국세라믹학회지
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• 제31권11호
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• pp.1271-1282
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• 1994

The surface of commercial alumina fibers used for reinforcing the MCFC matrix has been coated with ${\gamma}$-LiAlO2 being the same material as the matrix, by the sol-gel method in order to enhance the corrosion resistivity of alumina fibers. Stable LiAlO2 complex polymeric sols for coating was synthesized by mixing aluminum alkoxide polymeric sols with LiNO3 solution. It was found that the LiAlO2 polymeric sol prepared by adding the mixed chelate of acethylacetone and triethanolamine (the mole ratio of AA/TEA = 0.125/0.75) to the 1 mole of the aluminum alkoxide had the excellent stability and coating behavior. The crystalline structure of the dried gel from the ${\gamma}$-LiAlO2 sol was completely transformed into the ${\gamma}$-LiAlO2 at $600^{\circ}C$. The optimum viscosity of the sol for coating the alumina long fibers was 30~40 cP, while it was 12~20 cP in case of the short fiber coating. The ${\gamma}$-LiAlO2 coated alumina fibers without defects fully densified when heat-treated at 120$0^{\circ}C$.

• 한국생산제조학회지
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• 제23권2호
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• pp.145-151
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• 2014

Recently, the growing demand for weight reduction and improved structure durabilityfor commercial vehicles has led to active research into the development and application of suitablecomposite materials. This studysuggests abimaterial composite frame produced by apultrusion process to replace steel frames. We focused on the development of a composite frameconsisting of two types of materialsby mixing anorthotropic material with anisotropic material. The inside layer consisted of an aluminum pipe, and the outside layer was composed of a glass fiber pipe. To determine the strength and failure mechanisms of the composite material, tensile tests, shear tests, and three-point bending tests were conducted, followed by fatigue tests. After static testing, the fatigue tests were conducted at a load frequency of 5 Hz, a stress ratio (R) of 0.1, and an endurance limit of $10^6$ for the S-N curve. The resultsshowed that the failure modes were related to both the core design and the laminating conditions.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.89-96
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• 2017

본 연구에서는 국내에서 30m 이상인 대심도에서 강성이 큰 CS-H벽체를 만들기 위하여 지반신소재를 이용하였으며 지반신소재의 혼입율과 슬럼프(슬럼프 플로우) 값에 변화를 주어 현장여건에 맞는 배합을 실시하였으며 목표 슬럼프 180mm 및 슬럼프 플로우 500mm에서는 초기 휨강도, 장기 거동특성 및 탄성계수의 역학적 특성과 동시에 경제성을 모두 만족할 수 있는 배합을 확인하였으나 슬럼프 플로우 600mm에서는 역학적 특성 및 초기, 장기 거동특성에서 취약한 결과를 보였다.

• Macromolecular Research
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• 제17권2호
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• pp.110-115
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• 2009

The electrical, morphological and rheological properties of melt and dry mixed composites of poly ethylene (PE)/graphite (Gr), polypropylene (PP)/Gr and PP/nickel-coated carbon fiber (NCCF) were investigated as a function of filler type, filler content and processing temperature. The electrical conductivities of dry mixed PP/NCCF composites were increased with decreasing processing temperature. For the melt mixed PP/NCCF composites, the electrical conductivities were higher than those of the melt mixed PE/Gr and PP/Gr composites, which was attributed to the effect of the higher NCCF aspect ratio in allowing the composites to form a more conductive network in the polymer matrix than the graphite does. From the results of morphological studies, the fillers in the dry mixed PP/NCCF composites were more randomly dispersed compared to those in the melt mixed PP/NCCF composites. The increased electrical conductivities of the dry mixed composites were attributed to the more random dispersion of NCCF compared to that of the melt mixed PP/NCCF composites. The complex viscosities of the PP/Gr composites were higher than those of the PP/NCCF composites, which was attributed to the larger diameter of the graphite particles than that of the NCCF. Furthermore, the fiber orientation in the 'along the flow' direction during melt mixing was attributed to the decreased complex viscosities of the melt mixed PP/NCCF composites compared those of the melt mixed PP/Gr composites.

• 콘크리트학회논문집
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• 제26권1호
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• pp.23-34
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• 2014

초고성능 콘크리트(UHPC)를 현장에서 타설 하기 위해서는 타설 장비, 배근 상태, 타설 환경 등 현장 조건을 고려한 유동성 조절이 필요하다. 구성 재료와 배합비가 최적화된 UHPC 제품에서 유동성 조절을 위해 현실적으로 변경 가능한 방법은 물-결합재 비(W/B) 또는 고성능 감수제 혼입률(SP/C)을 조절하는 것이며, 경제적 이유로 강섬유 혼입률도 변경 할 수 있다. 일반 콘크리트와는 달리 UHPC는 아주 작은 재료와 배합비 변화에도 굳기 전 또는 굳은 성능에 많은 차이를 나타낸다. 따라서 이 연구에서는 이러한 요인들이 UHPC의 슬럼프 플로와 공기량에 미치는 영향, 그리고 인장 및 압축 성능에 미치는 영향을 알아보았으며, 슬럼프 플로와 공기량과의 선형적인 상관관계를 이용하여 이러한 성능들을 예측할 수 있는 식을 유도 하였다. UHPC의 특성 중 하나인 자기 충전성을 만족하는 조건에서 압축강도에 관한 최적 W/B와 SP/C는 각각 16.8%와 3%로 결정 되었으며, 이러한 조건에서 측정된 공기량은 3.2~4.2%로 이 범위에서의 공기량은 압축강도에 영향을 미치지 못하는 것으로 나타났다. 휨 인장강도에 있어 W/B와 SP/C는 무시할 만큼 작은 영향을 미쳤으며, 상온 양생한 UHPC의 경우 섬유 혼입률이 휨 인장성능을 지배 하는 것으로 평가 되었다. 다만, 체적비로 1%의 강섬유가 혼입된 시편의 경우 섬유가 혼입되지 않은 시편과 달리 균열 후 연성적인 거동은 보였으나, 강도 증진에는 효과가 없는 것으로 나타났다. 반면, 체적비 2%의 강섬유가 혼입된 시편은 강도와 연성을 크게 증가시켰다.

• 한국화재소방학회논문지
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• 제26권6호
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• pp.78-84
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• 2012

본 연구는 100 MPa급 고강도 콘크리트 기둥에 대하여 횡구속력 보강 및 내화보강 공법 적용 유무에 따른 내화성능을 평가하기 위하여 표준화재 재하조건에서 내화실험을 실시하였다. 실험결과, 띠철근을 적용한 실험체의 경우 43분의 내화성능을 만족하여 내화구조로써 적용할 수 없는 것으로 나타났으며, 동일체적비로 띠철근을 대체한 와이어로프를 적용할 경우 별도의 내화처리 없이 69분의 내화성능을 만족하여 4층 이하 건물에 적용할 수 있는 것으로 나타났다. 또한 띠철근을 대체한 와이어로프 및 폭렬방지를 위한 Fiber-Cocktail 혼입공법을 혼합 적용 할 경우 180분의 내화성능을 만족하여 12층 초과 건물에 적용할 수 있는 것으로 나타났다.