• Title/Summary/Keyword: tyre fire

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Firefighters' Exposure to Volatile Organic Compounds in Tyre Fire (타이어 화재 대응 소방관들의 휘발성유기화합물 노출 평가)

  • Won Kim;Inja Choi;Young-Hwan Cho;Hye-young Jung;Jiwoon Kwon;So-Yun Lee
    • Journal of Korean Society of Occupational and Environmental Hygiene
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    • v.33 no.4
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    • pp.385-394
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    • 2023
  • Objectives: Firefighters could be exposed to a range of toxic chemicals during firefighting. When tyre burns, various toxic chemicals including volatile organic compounds(VOCs) could be emitted. In this study, the researchers assessed the VOC exposure of firefighters during tyre fire suppression through biomonitoring. Methods: There was a big tyre fire on 12 March 2023. Of the responding firefighters, we recruited 14 participants to collect their urine after firefighting. One week later, researchers collected firefighters' urine again right after their off-duty period. We analyzed each metabolite of benzene, toluene, xylene, and styrene in urine and compared their exposure level based on sampling time. Results: The detection rate for metabolite of benzene, toluene, styrene, and xylene in urine sampled at each time was 43%-64%, 100%, 86%-100%, and 100%, respectively. Except for the benzene, metabolite levels measured in urine after firefighting were similar to that from off-duty period. However, the median concentration of benzene metabolite in urine sampled after firefighting was three times higher compared to that from off-duty period(34.2 ㎍/g crea. and 10.9 ㎍/g crea., respectively.) The estimated airborne concentration of benzene calculated from metabolite level in urine was 0.16 ppm, which exceeded the recommended exposure level set by the National Institute for Occupational Safety and Health. Conclusions: This study shows that firefighters could be exposed to the high level of VOCs including benzene during their firefighting especially at tyre fire. These results could be used as a valuable data to prove firefighters' exposure to hazardous chemicals during their duty.

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 $400^{\circ}C$.

Analysis of Thermal Characteristics for the Fire Risk Assessment According to Partial Disconnection on the VCTF and IV Electric Wire (VCTF와 IV전선의 반단선에 의한 화재위험성 평가를 위한 열적특성 해석)

  • Kim, Doo-Hyun;Kim, Sung-Chul;Lee, Jong-Ho;Park, Jong-Young;Park, Young-Ho;Lee, Hyung-Jun
    • Journal of the Korean Society of Safety
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    • v.23 no.4
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    • pp.47-52
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    • 2008
  • Many researches on fire risk for normal electric wiring have been pursued in advanced countries such as the USA and Japan, but comparative studies of the partial disconnection and normal state of electric wires have not been conducted. Detection system for the cause of partial disconnection is not developed and prevention countermeasure for electrical fire by the cause is not effective. Therefore, in this paper, partial disconnection characteristics on electric wires were derived and analyzed by experiment and electrical-thermal finite element method(Flux 3D) on the model wires which consist of VCTF(PVC insulated PVC sheathed Cap Tyre Flexible Cord, KS C 3304) and IV(lndoorwire PVC, KS C 3302). VCTF is used in wiring portable electric appliances and the IV is used indoors. Interrelationships between partial disconnection premonitory symptom and current were derived and analyzed by the characteristics based on experiments and thermal analysis for electric wire according to current under normal state and 200% overload state of rated current.