• Title/Summary/Keyword: waste-tyre mixing proportion

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Strength Properties of Waste-tyre Recycling Concrete (폐타이어 혼입률에 따른 콘크리트 강도 변화에 관한 실험적 연구)

  • 손기상
    • Journal of the Korean Society of Safety
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    • v.18 no.1
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    • pp.76-80
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    • 2003
  • There will be a big problem in disposing of waste tie coming from the cars. Because many of these have been thrown away to the field and environmentally polluted. New, We need to find out how to dispose or recycle these waste material. It is thought that recycling this material especially mixing with concrete will be a good idea. This study is focused how each material do its behavior due to the size of waste type particle and its amount into concrete material. 0.4mm-10mm range of particle has been applied to the material : Also, 1.0%, 1.5%, 2.0% range of tyre particle proportion has been applied to make cylinder molds. The concrete mold with waste-tyre particle has vibration-absorbing ability. It is found that 0.4 -0.6mm particle mixing concrete has been more solid organized. And this waste tyre material could be applied to the general concrete, it is found.

A Strength Change of the Concrete Mixed with Waste Type due to Fire (화재에 의한 폐타이어 혼합 콘크리트강도 변화에 관한 실험적 연구)

  • 손기상
    • Fire Science and Engineering
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    • v.16 no.2
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    • pp.22-26
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    • 2002
  • It is very important to find out how to economically recycle waste tyres thrown away from the industry to the field. This one is also consistent with environmentally-friend policy. Many papers have been produced for focusing on the strength using waste-tyre material. Now, many kind of particle sizes of waste-tyre material are being produced in Korea, with support of the government. This study is to figure out how much the waste tyre mixing concrete resists against temperature at fire and how much decrease rate it shows. All the result are compared here in order to find out the way to applicate it to the practical structure for this area. The mixing proportion rate is selected with an experience and try-and error method. Eventually some of distinctive results are mentioned in the conclusion. The waste tyre concrete heated with $600^{\circ}C$ temperature was almost no change of its strength comparing with the normal one.

Temperature Strength of Sawdust-Mixing Concrete (폐톱밥 혼입 콘크리트의 온도 이력에 관한 실험적 연구)

  • Son, Ki-Sang;Hong, Seung-Ryul
    • Journal of the Korean Society of Safety
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    • v.20 no.4 s.72
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    • pp.46-53
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    • 2005
  • Existing study far fire-resistant concrete has been done already. but it is not found out how the waste tyre mixing concrete will be acted against fire. This waste tyre concrete molds under the condition of $0^{\circ}C,\;200^{\circ}C,\;400^{\circ}C,\;600^{\circ}C$ were heated in gas oven. It was worried about that they might be fractured down at about $800^{\circ}C$ so that they can not be tested. compressive strength for the test molds are made with commercially used $180kg/cm^2,\;210kg/cm^2,\;240kg/cm^2,\;270kg/cm^2$ mixing saw dust with proportion such as 0.05%, 0.1%, 0.2%, 0.4%, 0.6%, 0.8%, 1.0%, 1.2%, 1.4%, 1.6%, 1.8%, 2.0% compressive strength at $200^{\circ}C$ was approximately 20% from the original, while approximately 30% deoreased at $400^{\circ}C$. their results are not quite different from the normal concrete condition even though they contains saw dust in it. The higher strength the concrete has, the less strength was decreased. There are almost no difference in strength under the condition of less than $400^{\circ}C$, but damage of concrete structure could be considerable large with more than $400^{\circ}C$.