• Title/Summary/Keyword: hardened properties

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An Experimental Study on the Effect of Corrosion Protection by Tighting Concrete Used Fly-ash and Silica fume (Part1, In the case of Fresh Concrete and Hardened Concrete) (콘크리트 밀실화에 의한 염해대책 및 방청효과에 관한 실험적 연구 (제1보, 아직 굳지 않은 콘크리트의 성상 및 경화 콘크리트의 공학적 특성을 중심으로))

  • 이상수;남상일;류득현;김문한;김무한
    • Proceedings of the Korea Concrete Institute Conference
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    • 1994.04a
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    • pp.142-147
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    • 1994
  • Lately, among concrete component used in construction works, the aggregate is the most important material because it hold about 70~80 Vo1% of most structural materials. Considering that the demand of aggregate is on the continuous increase in the construction works year after year, it is a very urgent thing to develop a substitute aggregate for river aggregate. This paper, an experimental study on the effect of corrosion protection by tighting concrete used fly-ash and silica fume, is to investigate workability and engineering properties of concrete used fly-ash and silica fume. As a test results, contrary to SF, workability of concrete used FA is inclined to be improved. And in the case of containing SF, the compressive strength containing admixtures is higher than plain concrete with increasing curing age.

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A Study on machining characteristics of the Electropolishing of Aluminum alloy (알루미늄 합금의 전해연마 가공특성에 관한 연구)

  • 이은상;김창근
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.12 no.2
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    • pp.17-22
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    • 2003
  • Electropolishing is the electrolytic removal of metal in a highly ionic solution by means of an electrical potential and current. It is normally used to remove a very thin layer of material on the surface of a metal part or component. Electropolishing is able to enhance the material properties of a workpiece and to change its physical dimensions. Also, It is suitable for the polishing of both complex shapes and hardened materials, which are difficult to machine mechanically. therefore, the aim of the present study is to investigate the characteristic of Electropolishing A12024 in terms of current density, polishing time and electrode gap, etc.

The wear properties of the precipitation hardened Al-Pb-Gu bearing alloys (석출경화된 Al-Pb-Gu계 베어링합금의 마모거동)

  • 홍택기;허무영;임대순;안성욱
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 1993.04a
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    • pp.54-58
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    • 1993
  • Cu, Si, Mg, Ca, Cd, Sn, Pb등이 첨가되는 Al계 bearing 합금은 베어링 특성이 우수하여 최근 자동차드의 엔진 부품용 베어링소재로 많이 사용되어지고 있다. 합금원소 Si는 합금의 경도를 향상시키며 Si-rich한 경한 입자를 생성시켜 소착저항력(antiseizure)을 향상시키며 또한 합금의 주조성도 향상시켜 내마모성이 요구되는 Al계 베어링 합금에 주합금원소로 첨가된다. 본 연구에서는 강제죠반법과 급냉응고법을 이용하여 Al-Pb-Gu계와 Al-Si-Gu-Pb계 베어링합금을 제조하였다. 베어링합금이 급냉응고법으로 제조되었기 때문에 합금의 기지에는 Cu가 과포된 상태로 존재하여 석출경화에 앞서 행하여지는 용체화처리와 같은 효과가 얻어졌다. 본 실험에서는 Cu가 과포화된 기지를 갖는 주조상태의 시료를 시효열처리하여 석출경화된 베어링합금을 얻어서 석출경화에 의한 기지강화가 베어링합금의 내마모성질에 어떠한 효과를 가져오는지 규명하였다.

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Effects of Pigment Blending and Thickener Characteristics on Calendering Response and Structure of Coated Paper-Effect of Pigment Blending on Coating Properties- (도공 안과의 혼합과 증점제의 특성과 도공지의 광택 발현성과 구조적 특성에 미치는 영향)

  • 박종열;이학래;김병수;정현채
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.30 no.2
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    • pp.62-73
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    • 1998
  • The aim of this work was to investigate the effects of pigment composition on the calendering response and structure of the coated paper. Calendering response of the coated paper was determined from the gloss values of the uncalendered and calendered coated papers, and the relationship between gloss and coating structure was discussed. The surface and cross section of the coating layer was observed using a scanning electron microscope to examine the coating structure. Coating layers were hardened in epoxy resin and polished with carbimet paper disc for preparing SEM samples. Maximum calendering response was obtained for the coated paper prepared from 80pph of clay and 20pph of ground calcium carbonate (GCC) as pigments. Photomicrographs of the surface and cross section of the coating layer show that clay tends to form dense coating structure, while GCC tends to form bulky coating layer.

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Effective Use of Aggregate Fines (석분의 효과적인 이용에 관한 연구)

  • 백신원
    • Journal of the Korean Society of Safety
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    • v.16 no.1
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    • pp.65-72
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    • 2001
  • Portland cement concrete is made with coarse aggregate, fine aggregate, portland cement, water and, in some cases, selected chemical admixture such as air-entraining agents, water reducer, superplasticizer, and so on, and mineral admixture such as fly ash, silica fume, slags, etc. Typically, in the concrete, the coarse aggregate and fine aggregate will occupy approximately 80 percent of the total volume of the finished mixture. Therefore, the coarse and fine aggregates affect to the properties of the portland cement concrete. As the deposits of natural sands have slowly been depleted, it has become necessary and economical to produce crushed sand(manufactured fine aggregate). It is reported that crushed sand differs from natural sands in gradation, particle shape and texture, and that the content of micro fines in the crushed sand affect to the quality of the portland cement concrete. Therefore, the purpose of this paper is to investigate the characteristics of fresh and hardened concrete with higher micro fines. This study provides a firm data to apply crushed sand with higher micro fines.

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An Experimental Study on Application of Fly Ash in Concrete (플라이애쉬 혼입 콘크리트의 적용성에 관한 실험적 연구)

  • Park, Il-Yong;Paik, Min-Su;Shon, Jong-Kyu;Choi, Soo;Jung, Sang-Jin
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10c
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    • pp.133-138
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    • 1998
  • The purpose of this study is to offer basic information of fly ash concrete for field application. Through before study and fly ash in mortar, various properties as fly ash ratio in concrete were checked according to the experimental result, slump was increased and entrained air quantity was decreased as fly ash ratio is increased in fresh concrete. In hardened concrete, strength development of plain concrete(W/B 50%) was slower than water-reduced concrete(W/B 40%) at early age. Especially water-reduced concrete was remarkabily faster than no fly ash in concrete. Moduls of stastic elasticity and stress-strain relationship of fly ash in concrete nearly were effect on no fly ash concrete.

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An Experimental Study on the Evaluation of Physical Properties of Planting Porous Concrete using Industrial By-products. (산업부산물을 이용한 식생용 포러스콘크리트의 물성평가에 관한 실험적 연구)

  • Park, Seung-Bum;Lee, Taek-Woo;Kwon, Hyuk-Joon;Lee, Bong-Chun;Lee, Jun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.929-934
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    • 2001
  • As the notion of environment protection changes throughout the world, construction engineers, as part of the effort to resolve environmental problems, have been actively doing research on environmental friendly porous concrete using large and non-uniform aggregate. Concrete having a great deal of continuous porosity enable water and air to pass freely through firmly hardened material, allowing necessary nutrients to reach roots of vegetation, thereby sustaining them. It is possible to prevent the exhaustion of natural resources by recycling waste concrete and industrial by-products, to reduce damage caused by the destruction of nature through effective management of natural resources, to preserve the natural environment and vegetation in urban areas by activating the soil, protecting the underground ecology system, and growing garden plants through the application of environmentally friendly concrete.

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Effective Use of Micro Fines (미분의 효과적인 이용에 관한 연구)

  • 백신원
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.73-78
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    • 2001
  • Portland cement concrete is made with coarse aggregate, fine aggregate, portland cement, water and, in some cases, selected chemical admixtures such as air-entraining agents, water reducer, superplasticizer, and so on, and mineral admixtures such as fly ash, silica fume, slags, etc. Typically, in the concrete, the coarse aggregate and fine aggregate will occupy approximately 80 percent of the total volume of the final mix. Therefore, the coarse and fine aggregates affect to the properties of the portland cement concrete. As the natural sands are drained, it is necessary and economical to utilize crushed sands(manufactured fine aggregate). It is reported that crushed sands differ from natural sands in gradation, particle shape and texture, and the micro fines in the crushed sands affect to the quality of the portland cement concrete. Therefore, the purpose of this paper is to investigate the characteristics of fresh and hardened concrete with high content of micro fines. This study provides firm data for the use of crushed sands with higher micro fines.

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Evaluation on the Physical Characteristics of Cement-Type Solidification using Weathered Granite St Yellow Soil as an Aggregate (마사토, 황토를 골재로 이용한 시멘트계 고화재의 물리적 특성 평가)

  • 김특준;김인섭;이종규;추용식;김병익;김남호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.601-606
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    • 2002
  • This study explored physical properties of a hardened cement and a concrete specimen using a high performance cement type solidification consisting of a weathered granite soil and a yellow soil mainly. Also the development of high performance cement type solidification was purposed for an intensity improvement and a long-term durability. As the experimental results, a mortar used by the weathered granite soil shows positive result, however using the yellow soil as a mortar Shows less positive result at the compressive strength. Also the dynamic modulus of elasticity measurement result, the concrete specimens used by the weathered granite and the yellow soil reached above 90%, so it seems to have the durability of freezing and thawing.

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An Experimental Study on the Evaluation of Porous Concrete using Industrial By-products of Planting Factory (산업부산물을 이용한 포러스콘크리트의 식생능력평가에 관한 연구)

  • 박승범;권혁준;서대석;윤덕열
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.779-784
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    • 2002
  • Porous concrete with a great deal of continuous porosity enables to contain water and to pass air freely through firmly hardened material, and allow necessary nutrients to reach roots of vegetation. Therefore, this paper deals with the voluntary properties and efficiency for planting of plant porous concrete. The results of experiment showed that void volumes were 17% to 31%, and compressive strength ranged between 80kgf/cm$^2$ and 180kgf/cm$^2$ when the ratio of the paste to aggregate was 0.3-0.5 When the aggregate size are 20-30mm, the paste to aggregate ratio is 0.3, and the length of Paranial Ryegress came up as 32cm. Ut supra the efficiency of planting goes through Paranial Ryegrass in result the length of plant are in compliance with void volume and aggregate size.

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