• 대한심미치과학회지
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• 제29권2호
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• pp.92-102
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• 2020

Bond-Fill SB는 분말 / 액체로 만들어져 있으며, 브러시의 액량을 조절하여 유동성을 조절할 수 있습니다. TBB라고하는 강력한 촉매 덕분에 물과 산소가있는 상태에서도 중합이 가능하다는 장점이 있습니다. 또한 4-META를 함유하고있어 적절한 표면 처리로 금속 및 세라믹에 접착 할 수있는 장점이 있습니다. 이러한 장점을 충분히 이해하시면 기존의 복합 레진으로 처리하기 어려운 경우에 적극 활용할 수 있습니다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.5-6
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• 2017

This study is to analyze the properties of concrete according to the types of binders and cement powder and to utilize them as fundamental data for the development of early strength concrete. In the case of fluidity, all of the formulations satisfied the 180±25mm, and the flowability of HSF was decreased by high fineness cement. For the air content, 4.5±1.5% of the total content was satisfied. Compressive strength of HSF was found to satisfy the 5MPa in 2days of aging. In case of 28 days of aging, the strength of HSF was more than 24MPa.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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• pp.726-731
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• 2002

Reaction synthesis is a process to form ceramics, intermetallics and their composites from elemental powder mixture. Application of this process to a surface modification techniques has a possibilities to enable the process at a lower temperature or for a shorter time, although synthesized materials are likely to include voids and unreacted elements. This paper intend to examine the effect of Si addition to the mixture of Al and Ni on the densification of synthesized Ni-Al intermetallic compounds and to evaluate the surface properties of obtained coatings. By the Si addition, exothermic reaction temperature to form Ni-Al intermetallic was lowered to be below the melting point of Al. Si soluted $Al_3$Ni$_2$, $Al_3$Ni and $Al_{6}$Ni$_3$Si were mainly formed in the coating layer when powder mixture was heated to 973K for 300s. Besides, densification was enhanced by increasing hot press pressure, Si additions and heating rate. When the composition of eutectic Al-Si reaches 78%, void ratio of sintered compact reduced to 0.4%. It is caused by higher flowability of Al-Si liquid phase generated and its infiltration into the void. Since the hardness of NiAl(Si) compound (about 600HV) formed in the coating layer is higher than that of Ni-Al compound (about 400HV), coating layer with high density and superior wear property is obtained by hot press using reaction synthesis from Al-Ni-Si powder mixture.

• Advances in concrete construction
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• 제8권1호
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• pp.65-76
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• 2019

This paper investigates the effect of recycled glass powder (RGP) on flowing properties of self-compacting mortars (SCMs) containing different ratios of fillers and superplasticizer dosages. Fly ash (FA), nano-silica (NS), micro-silica (MS), metakaolin (MK) and rice husk ash (RHA) are used as fillers and their synergistic effect with RFP is studied. The effects of fillers and high-range water reducer (HRWR) on flowing ability of mortars are primarily determined by slump flow and V-funnel flow time tests. The results showed that for composites with a higher RGP content, the mortar flowing ability increased but tended to decrease when the composites containing 10% MK or 5% RHA. However, the flowing ability of samples incorporating 5% RGP and 10% SF or 25% FA showed an opposite result that their slump flow spread decreased and then increased with increasing RGP content. For specimens with 3% NS, the influence of RGP content on flowing properties was not significant. Except RHA and MS, the fillers studied in this paper could reduce the dosage of HRWR required for achieving the same followability. Also, the mixture parameters were determined and indicated that the flowability of mixtures was also affected by the content of sand and specific surface area of cement materials. It is believed that excess fine particles provided ball-bearing effect, which could facilitate the movement of coarse particles and alleviate the interlocking action among particles. Also, it can be concluded that using fillers in conjunction with RGP as cementitious materials can reduce the material costs of SCM significantly.

• 콘크리트학회논문집
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• 제19권3호
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• pp.377-383
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• 2007

최근 콘크리트의 품질과 구조물의 신뢰성을 향상시키기 위해서 고성능콘크리트의 현장 적용이 늘고 있다. 이러한 고성능콘크리트의 배합 설계 방법으로는 모르타르-굵은골재 2상계 배합 이론과 페이스트-골재 2상계 배합 이론이 있다. 이 중 모르타르-굵은골재 2상계 배합이론은 모르타르의 레올로지 특성을 부여함에 있어 반복적인 실험을 통해서 그 값을 결정해야 하는 문제점을 가지고 있다. 페이스트-골재 2상계 배합 이론은 최적 잔골재율과 단위결합재량과의 관계 및 콘크리트의 충전성을 확보할 수 있는 한계 골재 용적비 등이 고려되어 있지 않아 고성능콘크리트에의 적용 예가 없는 실정이다. 또한 이들 고성능콘크리트의 배합 설계 이론은 일반콘크리트와는 달리 유동성 및 충전성에 중점을 두고 있어 배합 설계에서 강도 특성을 고려하지 않고 있으며, 사용 재료의 단위량은 일반콘크리트와 같이 시행착오법으로 결정하고 있다. 이에 본 연구에서는 고성능콘크리트의 배합 설계에 최대 밀도 이론을 도입하여 사용 골재의 공극이 최소가 되는 최적 잔골재율 산정으로 배합 설계 시 시행착오를 줄이고, 강도를 고려한 최소 단위 결합재량의 결정으로 강도와 유동성을 동시에 만족할 수 있는 합리적이며 간편한 고성능콘크리트의 배합 설계법을 제안하고자 하였다. 연구 결과 본 연구에서 제안된 배합 설계법은 최소 공극을 갖는 최적 잔골재율 사용과 최소 단위 결합재량 이상의 결합재를 사용함으로써 시행착오를 줄일 수 있어 자기충전성을 갖는 고성능콘크리트를 간편하게 제조할 수 있다.

• 한국산학기술학회논문지
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• 제18권5호
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• pp.16-21
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• 2017

본 연구의 목적은 스테인레스 강 제조시 발생하는 페로니켈 슬래그를 파쇄한 미분말을 이용하여 지하매설물용 유동성 뒤채움재로 활용하기 위한 것이다. 페로니켈 슬래그 미분말을 이용한 유동성 뒤채움재의 최적배합설계를 수행하였다. 실험용 조합은 Case A (모래), Case B (흙) 등 2개 조합을 이용하였다. Case A의 최적배합비는 모래(58.4%), 페로니켈 슬래그 미분말 (21.6%), 시멘트(1.8%), 물(18.2%)이고, Case B의 최적배합비는 흙(53.0%), 페로니켈 슬래그 미분말 (20.0%), 시멘트(1.7%), 물(25.3%)로 결정되었다. 전체적으로 일반모래에 페로니켈슬래그 미분말을 혼합한 Case A의 일축압축강도가 흙을 이용한 Case B에 비해 상대적으로 크게 나타났다. 또한, 시편의 강도는 양생시간에 따라 증가하는 경향을 나타냈다. 전체적으로 양생시간에 따라 일축압축강도가 증가하는 경향을 보이고 있다. 또한, 일반모래를 주재료로 이용한 유동성뒤채움재의 일축압축강도가 흙을 주재료로 이용한 혼합재료에 비해 상대적으로 크게 나타났다. Case A의 경우 양생시간 7일, 14일 및 28일에 따른 일축압축강도의 범위는 각각 0.17-0.33 MPa, 0.21-0.39 MPa, 0.19-0.40 MPa 수준으로 평가되었다. 실험결과로부터 Case A3 정도면 FNS미분말과 시멘트 혼합비율 가장 적정한 것으로 판단되었다. 흙을 주재료로 이용한 Case B의 경우도 Case A와 전체적으로 유사한 경향을 나타냈다. FNS미분말의 환경유해성 평가를 위한 용출시험결과, 환경에 유해한 물질의 용출은 없는 것으로 나타났다.

• Archives of Pharmacal Research
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• 제26권7호
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• pp.526-531
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• 2003

KR-31378 is a new drug candidate intended for the use in the prevention of ischemia-reperfusion damage. The objective of this preformulation study was to determine the physicochemical properties of KR-31378. The n-octanol to water partition coefficients of KR-31378 were 0.0504 at pH 3 and 0.8874 at pH 10. Accelerated stability of KR-31378 in solution and solid state was studied at 5, 40, $60^{\circ}C$. The stability testing indicated that the t90 for the drug in solid was estimated to be 2 years and 128.6 days at $25^{\circ}C$, while the that in aquesou solution was 68.6 days at $25^{\circ}C$. The KR-31378 was also found to be unstable under the relative humidity of 76%, probably because of the hygroscopic nature of the drug. In order to study compatibility of KR-31378 with typical excipients, potential change in differential scanning calorimetry spectrum was studied in 1:1 binary mixtures of KR-31378 and Aerosil, Avicel, Eudragit, lactose, PEG, talc, CMC, PVP, starch. As a result, CMC, PVP, and starch were found to be incompatible with KR-31378, indicating the addition of these excipients may complicate the manufacturing of the formulation for the drug. Particle size distribution of KR-31378 powder was in the size range of 9-93 $\mu$ m with the mean particle size of 37.9 $\mu$ m. The flowability of KR-31378 was apparently inadequate, indicating the granulation may be necessary for the processing of the drug to solid dosage forms. Crystallization of the drug with a number of organic solvents did not lead a crystalline polymorphism. In addition, dissolution of the drug from the powder was adequately rapid at $37^{\circ}C$ in water.

• 대한기계학회논문집
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• 제8권2호
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• pp.111-118
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• 1984

본 연구에서는 상계해 이론으로부터 마찰 상수 m에 대한 해석을 시도하여 조 직의 치밀화, 링의 내경감소율 등의 소결금속에 대한 성형특성을 여러가지 상대밀도, 마찰상수에 대해서 계산했다. 실험은 철 분말 소결금속인 시편을 상대밀도가 0.75, 0.85, 0.9이고 링의 외경:내경:높이의 비가 6:3:1과 6:3.1:1.5로 제작했고, 평 금형 (parallel platens) 사이에서 여러가지 윤활상태로 시행하여 그 실험치와 이론치들을 비교 하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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• pp.425-428
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• 2005

In this study, the experiment was carried out to investigate and analyze the strength properties and flowability of concrete using meta kaolin. The main experimental variables were water/binder ratio 40.0$\%$, water content 170kg/$m^{3}$ and mineral admixtures such as slag powder, silica fume and meta kaolin. According to the test results, the principle conclusions are summarized as follows. 1) The flowing property of concrete that uses meta kaolin appears to be the same to that of the silica fume concrete, but the slump flow that evaluates the compaction ability of concrete shows the most favorable performance. 2) The air content of the concrete that uses meta kaolin can be effectively controlled for the target performance in compliance with the use of AE agent. 3) When it comes to the strength of concrete that uses meta kaolin, the most favorable development of strength occurs when the replacement rate is 10$\%$, in case of the silica fume, and the slag power. In addition, as the replacement rate increases, so becomes the development of concrete strength favorable.

• 한국안전학회지
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• 제34권3호
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• pp.28-35
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• 2019

Dry water is a core-shell structured powder which comprises a very fine water core covered with hydrophobic silica particles. Recently, the dry water has attracted attention as a new type of fire extinguishing agents. However, characteristics of the dry water as a fire extinguishing agent have not been revealed until now. To our best knowledge, this is the first work to uncover effects of particle size of the dry water on the fire extinguishing performance. Pristine dry water, which has heterogeneous particle size distribution, was carefully separated by sieving method into three fractions which were a small size (ca. $110{\mu}m$) fraction, a medium size (ca. $220{\mu}m$) fraction and a large size (ca. $400{\mu}m$) fraction. Microscopic observations confirmed the effective separation of dry water's particle size. In extinguishing tests of wood cribs fire, the medium size dry water showed most excellent fire extinguishing performance, as compared to other dry waters having small (ca. $110{\mu}m$) and large (ca. $400{\mu}m$) particle size. The good performance of the medium size (ca. $220{\mu}m$) dry water may be attributed to the balance between cooling effect of the water core and smothering effect of the silica particles. It is also revealed that small size dry water has poor flowability than large size dry water.