• Title/Summary/Keyword: Binder Ratio

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Fabrication of Ceramic Heat Exchanger Cores by Doctor Blade Process (Doctor blade 공정에 의한 세라믹스 열교환기 소자의 제조)

  • 김상우;송휴섭;장성도
    • Journal of the Korean Ceramic Society
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    • v.29 no.3
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    • pp.241-251
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    • 1992
  • The effects of slip composition and processing conditions on the fabrication of ceramic heat exchanger cores by doctor blade process were investigated. Since the effects of those two variables were inter-dependent, the effects of binder system, binder plus plasticizer, were extensively studied for a limited range of processing conditions and a pre-determined ceramic composition. The content of binder system and the ratio of binder to plasticizer were identified as main variables to affect densities and mechanical properties of green sheets, compressive properties and bond strengths of laminates, and shrinkages and their anisotropy of sintered laminates. However, sintered densities and water absorptions of laminates were not influenced by either the content of binder system or the ratio of binder to plasticizer, when the debinded laminates had a relatively high density (relative density of >55% in this study).

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A study on the effect of binder properties on feedstock and micro powder injection molding process (마이크로 분말사출성형에서 바인더 물성이 피드스탁 및 성형공정에 미치는 영향에 관한 연구)

  • Lee, Won-sik;Kim, Yong-dae
    • Design & Manufacturing
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    • v.11 no.3
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    • pp.1-7
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    • 2017
  • The fabrication process of micro pattern structure with high precision and high aspect ratio using powder injection molding (PIM) is developed. In the PIM process, the metal powder is mixed with the binder systems and the mixture is injected into the metal mold. The injection molded green parts are debinded and sintered to reach final shape and properties. In this method, the optimization of physical properties such as fluidity and strength of the binder system is essential for perfect filling the high aspect ratio micro-pattern. For this purpose, the correlation between the properties of the binder system and feedstock and ${\mu}-PIM$ process was investigated, and a binder system with low viscosity at low temperature(about $110^{\circ}C$) and high strength after cooling was investigated and applied. Employing this process, high precision parts with line type micro pattern structure which has pattern size $160{\mu}m$ and aspect ratio more than 2 can be manufactured.

A Study on the Factors Affecting the High Fluid Mortar Containing Ground Granulated Blast-furnace Slag (고로슬래그 미분말을 함유한 고유동 모르터의 유동성상에 미치는 영향 요인에 관한 연구)

  • 김재훈;윤상천;지남용
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2002.11a
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    • pp.29-36
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    • 2002
  • High fluid concrete unlike OPC concrete is made with various material, and the phase of fresh concrete is considerably different. In order to understand fluidity phase and mix properties of high fluid concrete, concrete is required to access as suspension structure which consists of aggregate and paste. The focus of this paper is to analyze the test results and quantify the effect of mix proportions of molar and fineness modulus of ,and on the properties of fresh mortar. The effect of water-binder ratio, sand-binder ration, content; of ggbs (by mass of total cementitious materials), and various contents of water reducing agent on the yield stress and plastic viscosity of the mix is studied. Based on the experimental results, the following conclusion; can be drawn: (1) The mixing time needed (or high fluid mortar was approximately two times more than that of ordinary portland mortar. (2) The fluidity phase of mortar could be explained by yield stress of mix and the fluidity of mortar. (3) As the content of ggbs increased, yield stress of mortar was decreased and plastic viscosity of it was increased. (4) For the high fluid mortar, it was appeared that sand-binder ratio should be below 1.5.

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A Study on the Freezing and Thawing Resistance of Permeable Polymer Concrete (투수성 폴리머 콘크리트의 동결융해 저항성에 관한 연구)

  • 박응모;조영국;소양섭
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.04a
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    • pp.331-336
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    • 1999
  • Permeable polymer concrete in this study is one of the environment conscious concrete that can be applied at road, side walks and river embankment, etc. The purpose of this study is to evaluate the effects of mix proportions such as resing content, filler-binder ratio and aggregate ratio on the freezing and thawing resistance of permeable polymer concrete. The permeable polymer concrete are prepared with the resin ratio of 5%, 6% and 7%, filler-binder ratio of 0, 0.5 and 1.0, and 2.5~5mm sized aggregate ratio to standard sand of 10:10, 10:20, 20:10 and 20:20. It is tested for freezing and thawing test according to ASTM C 666092, and then, weight change, length change, relative dynamic modulus, durability factor, and compressive and flexural strengths after test are measured. From the test results, the resistance to freezing and thawing of permeable polymer concrete increased with increase the resing content, filler-binder ratio and fine aggregate ratio.

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Study on Organic Binder for Anisotropic Rare-Earth Bonded Magnets (이방성 희토류 본드자석용 유기 바인더에 관한 연구)

  • Heo, Jeong-Sub;Cho, Yeon-Hwa;Nam, Sung-Cheol;Kim, Ji-Kyeong;Lee, Jung-Goo;Yu, Ji-Hoon
    • Journal of the Korean Magnetics Society
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    • v.24 no.3
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    • pp.86-89
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    • 2014
  • Anisotropic bonded magnet is composed of magnetic powder and organic binder. organic binder in bonded magnet, serves to orientation of the powder. organic binder is composed of polymer resin, lubricant, hardener and coupling agent, etc.in this study, selection of the various components to producing an organic binder and by adjusting the composition ratio and concentrate, apply to bonded magnet for producing an organic binder that suitable for magnetic powder. so evaluation of magnetic properties and mechanical properties, the organic binder ratio and component was confirmed to suitable for bonded magnet.

Mix Design of High Performance Concrete (고성능콘크리트의 배합설계)

  • Jung Yong-Wook;Lee Seung-Han;Yun Yong-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05b
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    • pp.73-76
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    • 2005
  • This study aims to suggest a simple and convenient design for a mix proportion method for high performance concrete by determining the optimum fine aggregate ratio and minimum binder content based on the maximum density theory. The mix design method introduced in this study adopted the optimum fine aggregate ratio with a minimum void and binder content higher than the minimum binder content level. The research results reveal that the method helps to reduce trial and error in the mixing process and is a convenient way of producing high performance concrete with self filler ability. In an experiment based on the mix proportion method, when aggregate with the fine aggregation ratio of 41$\%$ was used, the minimum binder content of high performance concrete was 470kg/$m^{3}$ and maximum aggregate capacity was $0.657m^{3}/m^{3}$. In addition, in mixing high performance concrete, the optimal slump flow to meet filler ability was 65$\pm$5cm, V load flow speed ranged from 0.5 to 1.5.

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Effect of Phosphate-to-binder and Water-to-binder Ratio on Magnesia-potassium Phosphate Cement (마그네시아-인산칼륨 시멘트에 대한 인산염 비 및 물-결합재비의 영향)

  • Lee, Kyung-Ho;Yoon, Hyun-Sub;Yang, Keun-Hyeok
    • Journal of the Korea Concrete Institute
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    • v.29 no.3
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    • pp.275-281
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    • 2017
  • This study examined the effect of water-to-binder ratio (W/B) and phosphate-to-binder ratio (P/B) on the flow, setting time, compressive strength development, and pH variation of magnesium-potassium phosphate composites, MKPC mortars. Ten mortars mixtures were prepared with the W/B varying from 20% to 40% at each P/B of 0.3 or 0.5. The hydration products and microstructural pore distribution of the MKPC pastes were investigated using X-ray diffraction (XRD), scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP). The initial flow and setting time of MKPC mortars tended to decrease with an increase of P/B, indicating that the final setting time was shortened by approximately 24% when P/B increased from 0.3 to 0.5. The slope of the early-strength development measured in the MKPC mortars was considerably higher than that of cement concrete specified in code provisions. For obtaining a relatively good 28-day strength (above 30 MPa) and a near neutral pH (below 9.0) in MKPC mortars, the P/B and W/B need to be selected as 0.5 and 30%, respectively. The strubite-K crystal increased with the increases of P/B and W/B, which leads to the decrease of the macro-capillary pores.

Impedance and battery characteristics of PLI bicell with different cathode composition (정극 조성에 따른 PLI bicell의 임피던스 및 전지 특성)

  • Jin, Bong-Soo;Moon, Seong-In;Yoon, Mun-Soo;Choi, Jin-Hong;Yug, Gyeong-Chang;Park, Heai-Ku
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2002.07b
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    • pp.1067-1070
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    • 2002
  • We have examined the impedance characteristics and the battery characteristics of PLI bicell. As results, the impedance of PLI bicell with 62 wt% cathode active material were lower than the other cathode active material content. And the specific resistances of PLI bicell increased with N/P ratio until 1.85. And the impedance of PLI bicell decreased with increased adding amounts of binder. But the rate capability of PLI bicell were not increased with increased adding amounts of binder. PLI bicell with 9.9 wt% binder content were the best rate capability. but the cycleability were not the same results as the rate capability. PLI bicells with cathode with more than 11 wt% binder, their cycleability were almost same, nevertheless they were better cycleability than 9.9 wt% binderl content.

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Void Ratio, Compressive Strength and Freezing and Thawing Resistance of Natural Jute Fiber Reinforced Non-Sintering Inorganic Binder Porous Concrete (자연마섬유보강 비소성 무기결합재 다공성 콘크리트의 공극률, 압축강도 및 동결융해저항성 평가)

  • Kim, Hwang Hee;Kim, Chun Soo;Jeon, Ji Hong;Park, Chan Gi
    • Journal of The Korean Society of Agricultural Engineers
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    • v.57 no.2
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    • pp.67-73
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    • 2015
  • This study evaluated the effects of fibers on the void ratio, compressive strength and repeated freezing and thawing resistance of porous vegetation concrete with binder type (non-sintering inorganic binder and blast furnace slag cement) and natural jute fiber volume fraction (0.0 %, 0.1 % and 0.2 %). The natural jute fiber volume fraction affected the void ratio, compressive strength and repeated freezing and thawing resistance. Added of natural jute fiber resulted in improved properties of the void ratio, compressive strength and freezing and thawing resistance. Also, the both compressive strength and freezing and thawing resistance increased with natural jute fiber volume fraction up to 0.1 % and then decreased with fiber volume fraction at 0.2 %.

Optimum Binder Ratio of Mass Concrete for LNG Tank (LNG저장시설 적용을 위한 매스콘크리트 최적 결합재 혼입율 검토)

  • Kim, Young-Jin;Park, Sang-Jun;Kim, Kyoung-Min;Lee, Eui-Bae
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.1 no.3
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    • pp.240-245
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    • 2013
  • The optimum binder ratio of the low heat mass concrete for LNG tank was evaluated in the present study. Three types of binder such as OPC I, ground granulated blast-furnace slag powder were mixed and were used. Also fine particle cement and activator were used to raise an early age strength development and ground limestone was used to reduce the cost. As a result of the study, mix ratio II (30:30:40) was suitable for Bottom Center and mix ratio III(40:30:30) was suitable for Roof based on compressive strength and semi-adiabatic temperature.