• Title/Summary/Keyword: 지하철 터널

Search Result 334, Processing Time 0.032 seconds

Reliability Estimation of Site Investigation by Geotechnical Risk Analysis in Subway Tunnel (지하철 터널에서의 위험도 분석을 통한 지반조사 신뢰성 평가)

  • 김환준;김우성;김영근;이두화;박진우;김갑부
    • Proceedings of the Korean Society for Rock Mechanics Conference
    • /
    • 2004.10a
    • /
    • pp.13-22
    • /
    • 2004
  • 본 연구에서는 도심지 지하철 터널을 대상으로 지반공학적 위험요소가 공사비 및 공기에 미치는 영향을 정량적으로 평가하기 위하여 잔여 리스크 개념을 이용하여 조사개소의 증가에 따른 공사비 및 공기의 신뢰도를 분석하였다. 신뢰도 분석결과, 지반조사 개소가 증가함에 따라 공사비 및 공기에 대한 위험도가 축소됨을 확인하였으며, 이러한 결과를 통하여 도심지 지하철 터널에서의 지반공학적 위험도 분석의 유용성을 확인하였다.

  • PDF

지하철 터널에서 환기실과 환기구의 계획

  • 차철현
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
    • /
    • v.30 no.7
    • /
    • pp.29-34
    • /
    • 2001
  • 지하철을 기능상 정거장과 터널로 분류하면 정거장은 승객들의 승·하차를 위한 공간이며 터널은 열차의 운행을 위한 공간이다. 터널은 열차의 반복 운행시에 발생되는 열에 의해 고온화 열축척 현상이 이루어지면서 정거장으로 더운열이 이동하며 정거장의 열환경이 악화되고 있다. 본고에서는 터널의 환기를 위한 적합한 환기실과 환기구의 계획에 대해서 기술함으로써 지하철 터널의 열환경 개선과 에너지 절약이 이루어지길 기대한다.

  • PDF

합리적인 터널설계를 위한 정량화 지표(Multiple Index)개발 및 적용에 관한 연구

  • 위용곤;박준경;전성권;김영근
    • Proceedings of the Korean Society for Rock Mechanics Conference
    • /
    • 2002.10a
    • /
    • pp.31-42
    • /
    • 2002
  • 최근 지하철 터널은 사용자 편의성, 도심지 접근성 및 원활한 교통처리 등을 고려하여 지반조건이 불리한 상황에서도 터널로 계획되는 경우가 많아지고 있다 따라서 시공중의 터널안정성확보, 굴착에 따른 인접구조물의 침하영향, 발파진동영향 등을 종합적으로 고려한 지보패턴 및 보조·보강공법의 결정이 매우 중요하나 정량적인 판단기준의 부재로 인하여 주로 경험적인 설계에 의존하는 경우가 많다. 본 연구에서는 도심지 지하철 터널의 복합적인 거동특성을 고려하기 위하여 여러 가지 예상위험요소의 정량화 방안을 제안하고, 다변량 통계분석기법을 활용하여 여러 가지 위험 요소들의 특성을 함축적으로 나타내는 소수의 총합적인 지표(안정성인자, 환경성인자)로 대표화 할 수 있음을 검증하였다. 안정성 인자 및 환경성 인자를 이용한 서울시 지하철 00공구 설계사례를 통해 정량화지표(Multiple Index)의 터널설계에의 적용성을 평가하고 이의 설계시 활용방안을 제안하고자 하였다.

  • PDF

A study on estimation of the total loss and damage ratio of maintenance monitoring sensor of subway tunnel (지하철 터널 유지관리 계측센서의 총 손망실율 산정 연구)

  • Woo, Jong-Tae
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.15 no.1
    • /
    • pp.25-31
    • /
    • 2013
  • In this study, the total loss and damage ratio of maintenance monitoring which is installed and operated in the domestic and foreign tunnel structure is researched and analyzed for estimating the loss and damage ratio of maintenance monitoring sensor of subway tunnel. The total loss and damage ratio at the elapsed time of 5-6 years after installation is 14.2% in the Seoul metro line no.5,6 and 7, 14.8% in the section 1 of the Seoul metro line no.9, 13.9% in the Channel tunnel of England and all of them are close to 15%. Therefore, it is reasonable to reflect that the total loss and damage ratio of maintenance monitoring sensor of subway tunnel is estimated provisionally 15% on design, and hence the study of the loss and damage ratio with the number of elapsed years in long-term by the measurement category will be needed.

The Smoke Propagating Distance in the Reduced-scale Model for a Subway Railroad Tunnel (축소 모형을 이용한 지하철터널에서의 연기전파거리 측정)

  • Kim, Myung-Bae;Choi, Byung-Il;Oh, Chang-Bo;Han, Yong-Shik
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.7 no.4
    • /
    • pp.295-304
    • /
    • 2005
  • The smoke propagating distances are measured in case that a fire occurs within the subway railroad tunnel. The tunnel is 800m long and the dimension of the cross-section is. Three vertical shafts exist for smoke ventilation. The experiments are performed using the 1/50 reduced-scale model. The smoke propagating distances are measured by thermocouples and by visualization for the accuracy. In order to understand the effect of a fire size and ventilation capacity of the shafts on the smoke propagating distance, 9 test scenarios are chosen. Based on the results, the smoke propagating distance is shown to be important criteria for the ventilation design of the tunnel.

  • PDF

Stability Analysis of Existing Tunnel in Stratified Sedimentary Rocks Subjected to Bridge Pier Load (퇴적암 지역에서의 교각 기초 하중을 받는 기존터널의 안정성에 대한 해석적 고찰)

  • 김교원
    • The Journal of Engineering Geology
    • /
    • v.8 no.2
    • /
    • pp.153-161
    • /
    • 1998
  • An anisotropic characteristics of stratified sedimentary rocks should be considered in the design of tunnel. The second line of Taegu subway is under construction through the sedimentary rocks which is stratified by alternation of shale and sandstone, and Tongsoe over bridge road is planned to be constructed along the subway line. Thus the subway twin tunnels will be subjected by the bridge load of 76.2 MN per pier that will be placed in between the twin tunnels of the subway line. A numerical analysis is carried out for the stability of the twin tunnel, and the result shows that the maximum principal stress of surrounding ground is increased by 5∼6 MPa and the additional displacement of concrete lining is reached up to 8∼10mm due to the external bridge load. For the safety operation of the subway, reinforcement of the tunnel structure is highly recommended.

  • PDF

Safety Effect Evaluation of Existing Metro Tunnel by Deep Urban Tunnelling (대심도 도심지 터널시공에 의한 기존 지하철 터널 안전영향 평가)

  • Han, Sang-Min;Lee, Dong-Hyuk;Lee, Sung-Ho
    • Journal of the Korean Geotechnical Society
    • /
    • v.37 no.9
    • /
    • pp.37-50
    • /
    • 2021
  • Recently, due to the expansion of urban infrastructure using underground spaces in urban areas, many adjacent constructions and excavations have been made carried out between existing facilities, and complaints related to the stability of existing facilities due to close construction have become significant issues. In this study, it was closely reviewed for the existing metro tunnel structure in the new Dongbuk urban metro railway to determine the behavioral characteristics of tunnel structure according to adjacent tunnel construction. Also, it was analysed the evaluation of the safety zone and excavation method for metro tunnel structure. And after a detailed damage assessment, track irregularities and structural calculation by using a numerical analysis, stability of the metro tunnel structure according to nearby tunnel excavation was evaluated to be secured for safety. This study is expected to be applied as practical reference to review the evaluation of safety effects of existing tunnel structure and buildings according to adjacent construction in complex deep urban tunnelling.

Development of Tunnel-Environment Monitoring System and Its Installation I -Monitoring System and Measurement in Subway Tunnel- (터널 환경측정 시스템 개발 및 측정 I -개발 시스템 및 지하철터널 측정-)

  • Park, Won-Hee
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.16 no.12
    • /
    • pp.8608-8615
    • /
    • 2015
  • We developed a system that can collect and transmit real-time environmental data such as temperature, humidity, wind direction, and wind speed, and equipment performing aging tests on fire detectors. This system was installed in three representative sites of railway tunnels in South Korea such as Gumjung, Solan, Seoul Subway Line 4 tunnels. The systems showed a stable performance and collected environmental data for over a year. We analyzed environmental data collected by two of our developed systems installed in the running tunnels of Gwacheon Line of Seoul Subway Line 4. The developed system was capable of safely analyzing tunnel environments for 24 h straight using a wireless communication network, and has potential for use in a variety of fields other than tunnels.