• 제목/요약/키워드: Underground station

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Radon in the Underground Workplaces; Assessment of the Annual Effective Dose due to Inhaled Radon for the Seoul Subway Station Staffs

  • Song, Myeong-Han;Chang, Byung-Uck;Kim, Yong-Jae;Lee, Hwa-Yong;Heo, Dong-Hey
    • Journal of Radiation Protection and Research
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    • 제35권4호
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    • pp.163-166
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    • 2010
  • The effective dose of the Seoul subway staffs due to inhaled radon ($^{222}Rn$) in their workplace was investigated depended on radon concentration exposed at each workplace, and working hours and working types of the staffs. Annual average radon concentrations ranged from 16.5 to 93.0 $Bq{\cdot}m^{-3}$. The staffs commonly spend 2,304 hours in the underground spaces a year. With the radon concentrations and the working hours of the staffs, estimated annual effective doses ranged from 0.23 to 0.73 $mSv{\cdot}y^{-1}$.

HOT-SMOKE TESTS IN TWO UNDERGROUND RAILWAY STATIONS WITH MOVING TRAINS

  • Allan, Hugh
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 1997년도 International Symposium on Fire Science and Technology
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    • pp.472-476
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    • 1997
  • Hot-smoke testing in Australia has progressed to the stage where there is an Australian Standard for these tests. The purpose of such tests is twofold: firstly they can validate computer modeling predictions for smoke movement, and secondly they can demonstrate that the smoke control systems and associated fire safety systems function satisfactorily. Hot-smoke tests were carried out in March 1997 at two of Sydney's underground railway stations, namely St James and Museum. The purpose of the tests was to demonstrate that the smoke control systems performed their functions as intended. Tests were carried out in the concourses and on the platforms, and trains ran during the tests so that the effect of moving trains on smoke movement could be observed. A total of five tests were carried out and video recordings were taken of each. This is the first time that hot-smoke tests have been carried out in an underground station with trains running. The paper discusses some of the interesting observations and the problems identified by the tests.

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Modeling large underground structures in rock formations

  • e Sousa, Luis Ribeiro;Miranda, Tiago
    • Interaction and multiscale mechanics
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    • 제4권1호
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    • pp.49-64
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    • 2011
  • A methodology for jointed rock mass characterization starts with a research based on geological data and tests in order to define the geotechnical models used to support the decision about location, orientation and shape of cavities. Afterwards a more detailed characterization of the rock mass is performed allowing the update of the geomechanical parameters defined in the previous stage. The observed results can be also used to re-evaluate the geotechnical model using inverse methodologies. Cases of large underground structures modeling are presented. The first case concerns the modeling of cavities in volcanic formations. Then, an application to a large station from the Metro do Porto project developed in heterogeneous granite formations is also presented. Finally, the last case concerns the modeling of large cavities for a hydroelectric powerhouse complex. The finite element method and finite difference method software used is acquired from Rocscience and ITASCA, respectively.

주방식 지하구조물의 설계 방법 고찰 Part I: 매개변수 연구 (Consideration on design procedure of room-and-pillar underground structure part I: parametric study)

  • 이철호;황제돈;김은혜;장수호
    • 한국터널지하공간학회 논문집
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    • 제16권5호
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    • pp.487-495
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    • 2014
  • 본 연구에서는 주방식 지하구조물에서 지보재 설계를 위한 매개변수 연구를 수행하였다. 지보재 설계에 앞서 설계에 필요한 암주와 공간의 형상별 천단변위, 최대 주응력, 소성영역에 대한 해석을 수행하였다. 해석에 사용할 매개변수를 최적화 하기위해 주방식 지하구조물의 대상 심도와 지반 조건은 기존 지하철 정거장 건설 사례를 분석하여 결정하였으며 지하공간의 활용 목적에 따라 암주의 형상과 공간의 형상을 설정하여 총 180가지의 경우를 선택하였다. 매개변수 해석을 통해 획득한 결과는 향후 지하구조의 안정성과 공간 활용성, 시공장비의 적용성을 고려하여 지보재 설계와 설치 여부를 판단할 수 있는 근거자료로 활용될 수 있을 것으로 판단된다.

3차원 지하공간통합지도를 활용한 지하시설물 현장 측량 시스템 구축 및 적용 (Constrution and Application of Underground Facilities Survey System using the 3D Integration Map of Underground Geospatial Information)

  • 송석진;조해용;허현민;김성길
    • 한국지리정보학회지
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    • 제24권4호
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    • pp.164-173
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    • 2021
  • 최근 도심지의 지반함몰 및 침하, 노후 지하시설물 파손 등 지하공간에 대한 안전 이슈가 증가하고 있어 지하시설물의 정확한 관리가 더욱 요구되고 있다. 이에 본 연구에서는 현장에서 취득하는 지하시설물 실시간 측량 데이터 또는 지하시설물 탐사 후 현장 측량으로 취득한 지하시설물 측량 데이터를 지하공간통합지도 상에 가시화하고, 측량성과로 변환하는 기능을 개발하였다. 또한, 본 연구를 통해 개발한 지하공간통합지도 연계 현장 측량 성과 활용 기능을 사용하여 서울시 은평구 상수관로 매설공사 현장에서 토탈스테이션으로 획득한 측량성과를 지하공간통합지도상에 가시화 하고, 공간정보 성과파일로 변환 및 지하공간통합지도 모바일 센터로 전송하는 현장실증을 수행하였다. 이를 바탕으로 지하공간통합지도가 구축된 지역에서 측량성과를 활용하는 작업 절차를 검증할 수 있었으며, 향후 개선 방향을 검토할 수 있었다.

전동차 화재시 승강장 및 터널 환기실의 팬 작동에 따른 열 및 연기 배출 특성 연구 (Study on Heat and Smoke Exhaust Characteristics for Different Operating Modes of Platform and Tunnel Fans during a Passenger Train Fire)

  • 장희철;김태국;손봉세;박원희
    • 한국화재소방학회논문지
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    • 제22권1호
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    • pp.61-67
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    • 2008
  • 본 연구에서는 화재가 발생한 전동차가 지하철 역사에 정차된 상황에서 승강장과 터널에 설치된 환기팬 작동 유무 및 전환 시간에 따른 열 및 연기 배출 특성 예측을 위하여 수치해석을 수행하였다. 환기팬 작동 방식에 따른 온도, 일산화탄소 및 가시거리 분포를 피난자의 호흡높이를 1.7m로 고려하여 비교 분석하였다. 수치해석 결과 터널 환기팬 작동으로 인하여 승강장 내의 열 및 연기가 신속히 터널부로 배출되었다. 또한 피난 진행 중에는 승강장 환기팬을 작동하고 피난이 완전히 완료된 후 터널에 설치된 환기팬을 작동하는 것이 효과적인 배연방법임을 확인할 수 있었다.

Seismic performance and optimal design of framed underground structures with lead-rubber bearings

  • Chen, Zhi-Yi;Zhao, Hu;Lou, Meng-Lin
    • Structural Engineering and Mechanics
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    • 제58권2호
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    • pp.259-276
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    • 2016
  • Lead-rubber bearings (LRBs) have been used worldwide in seismic design of buildings and bridges owing to their stable mechanical properties and good isolation effect. We have investigated the effectiveness of LRBs in framed underground structures on controlling structural seismic responses. Nonlinear dynamic time history analyses were carried out on the well-documented Daikai Station, which collapsed during the 1995 Hyogoken-Nanbu earthquake. Influences of strength ratio (ratio of yield strength of LRBs to yield strength of central column) and shear modulus of rubber on structural seismic responses were studied. As a displacement-based passive energy dissipation device, LRBs reduce dynamic internal forces of framed underground structures and improve their seismic performance. An optimal range of strength ratios was proposed for the case presented. Within this range, LRBs can dissipate maximum input earthquake energy. The maximum shear and moment of the central column can achieve more than 50% reduction, whereas the maximum shear displacement of LRBs is acceptable.

다구찌 기법을 통한 LPG 저장탱크시공방법의 최적화에 관한 연구 (A Study on the Optimal Installation Technology of LPG Storage Tank through Taguchi Method)

  • 임사환;허용정;백승철;이종락
    • 한국안전학회지
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    • 제25권6호
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    • pp.98-102
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    • 2010
  • LPG (Liquefied Petroleum Gas) vehicles in metropolitan area are being applied to improve air quality and have been proven effective for the reduction of air pollutant. In addition, the demand of gas as an eco-friendly energy source has being increased. With the LPG filling station is also increasing every year. These gas stations are required to install the securest storage tank because of possibility of causing huge loss of life and property. Therefore, in this paper, underground containment type is proposed as installation of the LPG storage tank using Taguchi method, which is considered to be more safe, economical, efficient, easy checking and simple construction method than any other. If leakage, economics, real estate utilization rate, safety, easy to check, simple construct about above ground, buried underground and underground containment storage tank are analyzed by Taguchi method, real estate utilization rate, economic and safety in turn are improved. Therefore, the underground containment storage tank is a optimal installation technology.

Three-dimensional Mixed-use Complex Spaces and Setting Criteria for Road Sections for Three-dimensional Addressing

  • Kim, Ji Young
    • 한국측량학회지
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    • 제38권5호
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    • pp.455-465
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    • 2020
  • As cities continue to expand and additional underground structures are constructed, a policy is being planned to expand addresses, which are national framework data. In this study, the application scope of a proposed 3D (three-dimensional) mixed-use complex space for assigning 3D addresses was defined, based on past research on 3D address systems and by analyzing related laws. Underpass shopping malls, underground walkways (excluding underground shopping malls), and 3D mixed-use transfer centers with a gross floor area of 2,000㎡ or more are connected with each space by underground walkways or public paths. In addition, the detailed space corresponding to the public space of the 3D mixed-use complex space was presented and distinguished from the space to which the detailed address is assigned. The criteria for setting the road section were presented based on the intermediate space, which is a characteristic of 3D mixed-use complex spaces. The proposed criteria were applied to the Express Bus Terminal station (3D mixed-use transfer center) and COEX mall (underpass shopping malls). Thus, the road section was set for an unfamiliar 3D mixed-use complex space. However, by applying the proposed criteria to various 3D mixed-use complex spaces, additional and detailed criteria for different cases should be prepared.