• Title/Summary/Keyword: 터널화재

Search Result 424, Processing Time 0.026 seconds

Research of the Method for Required Fire Resistance of the Concrete Structures in Tunnel (터널에서의 콘크리트 구조물 내화성능 확보방안을 위한 연구)

  • Park, Kyung-Hoon;Kim, Heung-Youl;Kim, Hyung-Jun;Shin, Hyun-Jun
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
    • /
    • 2009.04a
    • /
    • pp.506-512
    • /
    • 2009
  • 최근 건설 중인 금정터널(총 연장 20.3km)이나 부산-거제간 침매터널은 화재 발생시 구조체의 강도저하로 인한 붕괴 및 사회기반시설인 교통망을 장시간 끊어놓은 등 큰 피해를 야기시킬 수 있다. 이러한 초장대터널이나 침매터널은 다른 터널보다 밀폐된 공간이므로 화재 시 단시간에 급격하게 온도상승이 일어날 수 있으며 이로 인해 구조물의 주재료인 콘크리트의 폭렬이 발생하고 구조물 내부까지 고온이 전달되어 경우에 따라 구조체의 붕괴의 원인이 되기도 한다. 따라서 본 연구에서는 콘크리트 구조체의 내화성능을 확보하기 위해 유럽에서 사용되고 있는 터널내화용 보드와 모르타르를 적용한 콘크리트의 내화성능 확보방안을 위한 시험을 수행하였다. 실험에 대한 내화성능 평가는 ITA(International Tunneling Association)에서 정한 화재 손상범위를 평가기준으로 하였고 터널화재 시나리오는 네덜란드의 TNO에 의해 실행된 실험결과를 따른 RWS 화재곡선을 이용하여 수행하였다.

  • PDF

Reduced-Scale Tests of A Intelligent Tunnel Smoke-Control System (지능형 터널 배연시스템 축소모형 실험)

  • Son, Yun-Suk;Park, Won-Hee;Kim, Chi-Hun;Jung, Woo-Sung
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
    • /
    • 2011.04a
    • /
    • pp.378-383
    • /
    • 2011
  • 지능형 터널 배연시스템은 터널상부의 온도를 감지하는 온도감지부에서 들어오는 신호를 해독하여 화재위치 및 화재크기를 선정하고 제연설비의 운전방향 및 배연량을 조절함으로써 연기를 효율적으로 제어할 수 있는 시스템이다. 지능형 터널 배연시스템의 성능을 검증하기 위하여 실물터널의 크기를 1/60로 축소한 모델에서 두가지의 화원위치에 따라 실험을 수행하였다. 화재 발생 후 초기에는 온도가 상승하다가 제연팬이 작동하면 온도가 급격히 낮아진 후 일정하게 유지되면서 서서히 증가한다. 터널화재시 승객의 피난 장애를 주는 연기의 제어를 통해 터널의 안전성을 향상시킬 수 있는 것을 확인하였다.

  • PDF

The Temperature Distribution and the Smoke Flow Behaviour During Road Tunnel Fire (도로터널내 화재시 온도분포 및 연기 유동 분석 연구)

  • Choi, Tae-Hee;Yeun, Young-Pyo;Yun, Chul-Uk;Kim, Myung-Bae;Choi, Jun-Seok;Lee, Seung-Ho;Kim, Nag-Young
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.4 no.1
    • /
    • pp.37-43
    • /
    • 2002
  • Recently, the construction of tunnels longer than one kilometer has increased rapidly. Considering characteristic of limiting structure of longer tunnel, if fires inside tunnel broke out because of vehicle incidents, the catastroph would have high possibility to take place due to toxic smoke and heat of fire. In case of highway tunnel, safety facilities which can cope with tunnel fire are installed in the tunnel but according to rapid increase of heavy good traffic, dangerous goods and enlargement of tunnel magnitude, the research has to carry out about heat fluxes and smoke behaviour during tunnel fire. Therefore, through full-sized fire experiment the paper analyzed temperature distribution, wind velocity, smoke behaviour during tunnel fire.

  • PDF

Applied Time-Temperature Curve for Safety Evaluation in the Road Tunnel by Fire (도로터널내 화재에 따른 터널구조체의 안정성 평가를 위한 시간-온도곡선의 적용)

  • Won, Jong-Pil;Choi, Min-Jung;Jang, Chang-Il;Lee, Sang-Woo
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.29 no.5A
    • /
    • pp.551-555
    • /
    • 2009
  • This study is performed to apply a standard to evaluate fire protection assessment for tunnel structures when a fire breaks out in the road tunnel. Recently, a number of road tunnels have been rapidly increased and fire risk also multiplyed according to extend tunnel length, due to natural features and environmentally-friendly road construction in Korea. But we have not yet been prescribed appropriate time-temperature curve for tunnel fire. Therefore, we presented fire design model and investigated time-temperature curve proposed by a foreign country considering traffic, a kinds of vehicles which are a basis of heat rate. At the end, Hydrocarbon modified curve applied as design fire model by using numerical analysis and presented design fire model and examined the effects of tunnel structures.

A study on the relationship among traffic accidents, fire occurrences and tunnel characteristics in local road tunnels (국내 도로터널내 발생 교통사고, 화재사고 및 터널특성 관계 연구)

  • Kim, Hyo-Gyu;Lee, Chang-Woo
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.6 no.3
    • /
    • pp.199-211
    • /
    • 2004
  • As the length of local tunnels is getting longer, the demand for tunnel safety attracts more attention. But only a few information can be found concerning traffic and fire accidents occurred in local tunnel, and full-fledged studies had not been carried out to fulfill the expectation of the tunnel users. This study aims at collecting and analyzing the data on traffic and fire accidents in local road tunnels and providing the fundamental data for the tunnel fire safety evaluation. Focus is placed on quantifying the relationship among traffic accidents, fire occurrences and tunnel characteristics.

  • PDF

An Experimental Study on the Fire Damage Evaluation of the Concrete Lining (콘크리트 라이닝의 화재손상 평가에 관한 실험적 연구)

  • Park, Kyung-Hoon;Kim, Heung-Youl;Yoo, Yong-Ho;Kim, Hyung-Jun
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
    • /
    • 2011.04a
    • /
    • pp.201-206
    • /
    • 2011
  • 최근 국내에서는 대심도 터널 시공계획이 발표되면서 터널 구조물에 대한 방재 및 내화설계에 대한 관심이 높아지고 있다. 화재 발생 시 문제가 발생할 수 있는 콘크리트 라이닝의 내화설계를 위해서는 보다 구체적인 내화성능을 측정하기 위한 내화실험이 실시되어야 한다. 현재 국내에서는 건축물의 내화성능을 평가하기 위한 시험평가 방법이 제시되어 있는 상태이나 터널 구조물에 대한 시험법이나 성능평가는 거의 전무한 상황이다. 따라서 본 연구에서는 콘크리트 구조물의 화재손상 정도를 평가하기 위해 현장에서 사용되고 있는 터널 라이닝을 대상으로 화재 시 콘크리트 라이닝의 손상정도를 평가하였다. 실험은 대표적인 터널 화재시나리오 곡선인 RABT 화재 시나리오를 적용하였으며 폭렬방지에 효과적인 것으로 알려져있는 fiber cocktail(강섬유+폴리프로필렌섬유)의 혼입여부에 따른 성능평가도 함께 실시하였다.

  • PDF

A study of the HRR and fire propagation phenomena for the fire safety design of deep road tunnel (대심도터널 화재 안전 설계를 위한 승용차의 열방출률 및 화재전파 특성에 관한 연구)

  • Yoo, Yong-Ho;Kweon, Oh-Sang
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.12 no.4
    • /
    • pp.321-328
    • /
    • 2010
  • The study performed an actual fire experiment in order to propose the heat release rate of automobile that is the most basic architectural element for the fire safety design in a tunnel, whose importance has been recognized as the underground traffic tunnels are planned in Korean metropolitan cities. The heat release rate of a van is measured by the large scale calorimeter, in which the law of oxygen consumption is applied, and the fire expansion characteristics in a tunnel by placing two passenger cars nearby one another in the tunnel. As the results, the heat release rate of the van was revealed to be 5.9 MW, and carbon monoxide was emitted 482 ppm at a maximum. In case of two passenger car experiment for the fire expansion characteristics, the adjacent car was ignited about 3 minutes 30 seconds after the fire occurrence, and the complete fire was developed after 15 minutes. The maximum heat release was 9 MW. The results from the actual fire experiment can be an important input data for future quantitative analysis as well as an element applicable to a tunnel disaster preventive equipment design.

The Effects of Tunnel Geometrical Characteristics and Canopy Installation on the Ventilation and Fire Propagation (터널의 기하학적 형태 및 캐노피 설치가 터널 환기 및 화재 확산에 미치는 영향 분석)

  • Lee, Chang-Woo;Suh, Ki-Yoon;Kim, Jung-Wook
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.8 no.4
    • /
    • pp.325-334
    • /
    • 2006
  • Understanding the airflow characteristics within the canopy structure installed between closely adjacent tunnels either for light adaptation or for protection from snow hazards is required for the normal ventilation as well as safety system design. Grade, horizontal alignment, cross-sectional area and shape are known to substantially influence the fire smoke behavior and their influences raise great concern for the safety design. This paper aims at studying the effects of tunnel geometrical characteristics and canopy installation on the ventilation and fire propagation through CFD analysis. In the case of 145m long canopy, 50% opening ratio is preferred with respect to the airflow pattern and ventilation efficiency. When a 20MW fire occurs in a 1.8km-long tunnel and four 1250mm reversible jet fans are instantly turned on, smoke concentration at 40m downstream of the fire decrease 13% for the upgrade tunnel with 2% gradient and increases 20% for -2% gradient, compared to the standard horizontal tunnel. Backlayering is observed within 45m-long segment toward the entrance in 2% down-graded tunnel. In a rectangular tunnel, there is no significant difference of smoke concentration as well as velocity profile from the standard crown tunnel. Three-laned tunnel shows lower level of both profiles and backlayering is detected up to 50m upstream of the fire, while the risky situation rapidly disappears thereafter.