• Title/Summary/Keyword: 지하철 터널

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Smoke Control According to the Ventilation Capacity in Subway Tunnel Fire: I. FDS Simulation (지하철 터널 화재시 환기시설의 용량에 따른 제연효과 I. FDS 시뮬레이션)

  • Park, Kyung-Jun;Lee, Ki-Jun;Hadi, Bettar El;Lee, Jai-Hyo;Shin, Dong-Il
    • Journal of the Korean Institute of Gas
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    • v.15 no.3
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    • pp.31-38
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    • 2011
  • In this study, we investigate simulation studies to confirm the removal of smoke through ventilation when the subway car is on fire and stopped in an underground subway tunnel, by using Fire Dynamics Simulator (FDS) which is being upgraded by NIST. The structure of subway tunnel and train for simulation modeling are based actual data from Seoul metropolitan subway. The main purpose of this study is to assure the removal efficiency of the ventilation when changing the ventilation capacity between 2.0 m/s and 3.0 m/s. The results of the study shows that carbon monoxide (CO) and carbon dioxide ($CO_2$) are reduced by about 35% as the ventilation capacity is increased by 0.5 m/s. This study also performs the grid sensitivity verification of FDS for improved accuracy of the results. To find the effective size of the grid, three cases are simulated and the results are compared.

Evaluation of Structural Stability of Tunnel due to Adjacent Excavation on Urban Transit (도시철도 인접굴착공사에 따른 터널구조물의 구조 안정성 평가)

  • Choi, Jung-Youl;Lee, Ho-hyun;Kang, You-Song;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.2
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    • pp.503-508
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    • 2020
  • The three-dimensional precision numerical analysis was performed using the finite element model applied with the railway track model consisting of rails, As a result of analyzing the track deformation level of the existing tunnel due to the excavation work adjacent to the urban transit, it was found that the evaluation criteria (allowed values) of conventional railways lines were satisfied. Based on the numerical analysis, it was analyzed that the results of the prediction of the tunnel structural stability of due to the excavation work and the level of the tunnel deformation occurring at the actual site could be approximated as closely as possible.

A Numerical Analysis on Ground Deformation due to Tunnel Excavation : Case Study of Seoul Subway NATM Tunnel (터널 굴착에 따른 지반 변형 수치해석 : 서울 지하철 NATM 터널 해석 사례 연구)

  • 손준익;이원제
    • Proceedings of the Korean Geotechical Society Conference
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    • 1991.10a
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    • pp.133-151
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    • 1991
  • In this paper an analytic discussion was made for a finite element analysis performed for the case study of Seoul subway NATM tunnel. The effects mainly discussed on the ground deformation analysis were the staged tunnel excavation and the excavated distance from a tunnel facing. The concept of ground characteristic line has been applied to properly consider the loading condition given by staged tunnel excavation so that the imaginary supporting pressure is applied on the excavated tunnel face. Discussions on the results of the performed finite element analysis were mainly made with respect to the ground settlement, tunnel displacement, earth pressure, stress mobilized in supporting members. And the three dimensional supporting effect due to the tunnel facing was evaluated based on an elastic closed-form solution and a result of two dimensional axisymmetric finite element analysis.

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Smoke control in subway tunnels (지하철 터널에서의 제연)

  • 차철현;김진국
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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    • v.28 no.6
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    • pp.425-432
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    • 1999
  • 국내의 경우 소방시설을 설치하여야 할 소방대상물과 그 설치 및 유지에 관한 기준은 소방법에서 정하고 있으며, 그 내용은 표 1과 같다. 지하철과 같은 궤도차량용 터널인 경우 소방법 상의 시설물에 대한 규정을 두고 있지 않다. 따라서 화재가 발생할 경우 피난, 구조 및 소화활동 등이 적절히 고려되지 않은 상태에서 팬의 제원과 성능이 결정되고 있다. 적절한 환기설비를 갖추지 않는 경우에 화재발생시 대형 인명사고가 발생할 가능성이 높다.

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