• Title/Summary/Keyword: Underground Space Station

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A Study on the Promotion of Plaza in Underground Passage Shopping Centers : Focused on underground shoppping center connecting with subway station in Suwon (지하도상가 활성화를 위한 이용자 인식에 관한 연구 : 수원시 지하철역 연계 지하도상가를 중심으로)

  • You, Hak-Soo
    • Journal of the Korea Convergence Society
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    • v.2 no.3
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    • pp.33-38
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    • 2011
  • This study is find out the how promotion is handled by understanding the notion and the characteristics of the underpass market in the underground space by comparing those of other ours. However, the underpass market of suwon needs to remodeling. Most of all, there are problems on not having enough ensured environment.

An analysis on the utility of congealing water to improve efficiency of the air cooling equipment and save energy (냉방설비 성능개선 및 에너지 절약을 위한 응결수 활용성 분석)

  • Park, Keun-Soo;Park, Young-Ho;Yu, Jeong-Beom
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.974-981
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    • 2007
  • Seoul Metro has operated the air cooling equipment established in a machine room of a station building to improve our services focused on our customers who use Seoul Metro during the summer season. However, a new set of problems has arisen with the cooling tower to support a heat exchange of cooling water. One of them is loss of efficiency in the air conditioner. The leading cause of this problem is that we use an underground type of the cooling tower. As the machine room of a station building is located in the underground of inner city because of the nature of the subway, it is difficult to establish the cooling tower on the ground. The underground structure of the No. $1{\sim}4$ subway line is unsuitable for the location requirements of the underground type of the one because it has a limited space to set up the air cooling equipment, for example, the cooling tower and a ventilating opening. As a result of such an unfavorable condition, the cooling tower doesn't work efficiently and the warmth of cooling water because of insufficiency of a heat exchange and a refrigerator's technical obstacle such as a high-temperature and a high-pressure has arisen. Accordingly, the efficiency of the air conditioning is getting lower and lower. Another problem is too wasteful with water. Each station uses the water over 30 tons every day with waterworks to replenish the cooling tower such as a evaporation, a scattering and a distribution of water. Nevertheless, the more an air conditioner increase, the more the use of water supply increase. For this reason, we can't help wasting an enormous amount of water and discharging the congelation of a low temperature(about $15^{\circ}C$) occurred in a heat exchanger inside an air conditioner. The purpose of this study is to analyze the utility of congealing water to improve efficiency of the air cooling equipment and save energy as a supplementary water for the cooling tower.

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Investigation of soil behaviour due to excavation below the grouped pile according to shape of tunnel station (터널 정거장 형상에 따른 군말뚝 하부 굴착 시 지반거동 연구)

  • Kong, Suk-Min;Oh, Dong-Wook;Lee, Jong-Hyen;Lee, Yong-Joo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.1
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    • pp.83-97
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    • 2018
  • Tunnels are widely used for special purposes including roads, railways and culvert for power transmission, etc. Its cross-section shape is determined by uses, ground condition, environmental or economic factor. Many papers with respect to behaviours of adjacent ground and existing structure tunnelling-induced have been published by many researchers, but tunnel cross-section have rarely been considered. A collapse of tunnel causes vaster human and property damage than structures on the ground. Thus, it is very important to understand and analyse the relationship between behavoiurs of ground and cross-section type of tunnel. In this study, the behaviour of ground due to tunnel excavation for underground station below the grouped pile supported existing structure was analysed through laboratory model test using a trap-door device. Not only two cross-section types, 2-arch and box, as station for tunnel, but also, offset between tunnel and grouped pile centre (0.1B, 0.25B, 0.4B) are considered as variable of this study. In order to measure underground deformation tunnelling-induced, Close Range Photogrammetry technique was applied with laboratory model test, and results are compared to numerical analysis.

Development of 3D absolute displacement monitoring system and its application at the stage of tunnel construction (터널 시공 중 3차원 절대변위 계측시스템의 개발과 적용)

  • Bang, Joon-Ho;Kim, Ki-Young;Jong, Yong-Hun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.3
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    • pp.229-240
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    • 2007
  • The 3D absolute displacement monitoring system has been developed to analyze the tunnel convergence measured under construction of underground structures and to manage effectively the measured data. The system is comprised of the total station, the anchor-typed target pin and the 3D absolute displacement measurement and management program. In this paper, the types and specifications of the 3D total station were presented. The anchor-typed target pin, an improved model of traditional one, was developed and its sightable distance and measurement accuracy were checked by field tests. Also a 3D absolute displacement measurement and management program, TEMS 3D, was developed to provide some analysis tools including the trend and influence lines. L/C ratio, S/C ratio and the like. The developed system was applied the construction stage of a railway tunnel for testing purpose. It is verified that the developed system is capable of predicting weak zones ahead of tunnel face by comparing with results of TSP (Tunnel Seismic Prediction) survey.

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Optimal Deployment for Evacuation Safety Zone at Intermodal Transfer Station (복합환승센터 피난대피구역 적정 배치 방법론 개발)

  • You, So-Young;Jeong, Eunbi
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.18 no.1
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    • pp.27-42
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    • 2019
  • It is not easy to evacuate when people face with emergency situation in deep underground space because space perception and synthetic judgement are readily lowered. In stead of evacuating safely outside within the given time, evacuation safety zone is required to be designed and installed. In this study, PATS (Pedestrian movement based Assessment Toolkit for Simulation) is applied to build a comprehensive and analytic framework for seeking the optimal (or proper) numbers and locations of evacuation safety zone. With two scenarios of emergency situation at intermodal transfer center with the 6 floor in underground, the problematic location on the evacuation path has been identified and the proper locations has been presented.

The First Case Study of TBM Pre-Excavation Type 2-Arch Tunnel in Korea (국내 최초 TBM선굴진 2-Arch터널 설계사례 연구)

  • Hyung-Ryul Kim;Sang-Jun Jung;Jun-Ho Kang
    • Tunnel and Underground Space
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    • v.33 no.4
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    • pp.255-264
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    • 2023
  • As the demand for urban underground space increases recently, urban tunnel planning is actively progressing. In the urban area, a underground station is planned in consideration of the living environment of residents, and 2-arch tunnel is applied for the stability of existing structures and reduction of environmental damage. However, since the depth of weak rock mass is deeply distributed in the urban area due to severe weathering, careful planning is required to secure tunnel stability. In addition, if TBM mechanical excavation is applied as the main tunnel excavation method considering the composite ground in urban area, the construction connectivity with the 2-arch tunnel of the NATM concept may be deteriorated. In this study, the design case of applying TBM pre-excavation type 2-arch tunnel for the first time in Korea was mainly described. The main considerations for the segment design of TBM pre-excavation type 2-arch tunnel were explained for side tunnels. Also, a stability analysis was conducted to verify the effectiveness and adequacy of the TBM pre-excavation type 2-arch tunnel.

A design case study of the very wide 3-arch tunnel under Daejeon railroad station building (I) (대전역사 하부통과 3-arch 터널의 설계사례 연구 (I))

  • Chang, Seok-Bue;Moon, Sang-Jo;Kwon, Seung;Huh, Do-Hak;Bae, Gyu-Jin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.4 no.3
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    • pp.247-260
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    • 2002
  • This paper presents the design case of the 3-arch tunnel under Daejeon railroad station building. The original construction method was the underpinning method supported by pipe-roof, but it was changed to the mined tunnelling method because of the complex construction condition and the safety problem. This 3-arch tunnel has a width of 28 meters and a height of 10 meters. Overburden is only 23m and the ground around the tunnel is a weathered rock. The allowable settlements for the station building and some railroads are very strict. Accordingly, various measurements for the tunnel stability and the settlement minimization was applied and they were reviewed by 2-D and 3-D numerical analysis.

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A Development and utilization of Geotechnical Information System(GTIS) of the Rock Mass in Seoul Metropolitan Area(2) (서울일대 암반을 대상으로 한 Geotechnical Information System (GTIS)의 개발 및 활용 (2))

  • 김정엽;박형동
    • Tunnel and Underground Space
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    • v.6 no.3
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    • pp.223-233
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    • 1996
  • Geotechnical Information System (GTIS) for efficient management of three dimensional borehole data has been developed. Geotechnical maps in the vicinity of Bulkwangdong, Seoul station, Itaewon, Han river near Yuido, and Jungrangchon were constructed by Kriging method. In Bulkwangdong and Jungrangchon area where boundary between granite and gneiss is present, gneiss has been more weathered than granite, but in Seoul station and Itaewon area where the boundary is also present, granite has been more weathered than gneiss. It has been inferred that when Seoul granite intruded, the strength of gneiss in Bulkwangdong and Jungrangchon area was lowered by the attitude of foliation plane than in Seoul station and Itaewon area, so the gneiss has been easily fractured and weathered in Bulkwangdong and Jungrangchon area. Geotechnical map in the vicinity of Yuido showed that there is an NW-SE trend weakness zone that might be affected by major faults under Han river and it is expected that the fault zone may be present in construction area of Kyoungbu Highspeed Railway that lies below the Han river like the Subway Line No.5.

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Experimental study on applicability of Air-Curtain system in train fire at subsea tunnel rescue station (해저터널 열차 화재 시 구난역 에어커튼 시스템의 성능에 관한 실험 연구)

  • Park, Byoung-Jik;Shin, Hyun-Jun;Yoo, Yong-Ho;Park, Jin-Ouk;Kim, Hwi-Seong;Kim, Yang-Kyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.1
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    • pp.1-9
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    • 2018
  • Visibility is very poor in tunnel fire because of confined space where the fire may easily lead to the mass casuality incident because of fast smoke spread. In this test, air curtain and the fan were installed at rescue station in a bid to make use of rescue station in safe way during the train fire in undersea tunnel and a full-scale fire test was conducted to identify the applicability of air curtain system. Air curtain system was installed at a real rescue station and the test was continued for 2 minutes till heptane which was used as fire source was completely burned out. When air curtain was working, difference in temperature between inside and outside the platform was $160^{\circ}C$ and carbon monoxide measured inside the platform was less than the case of no air curtain system by 160 ppm. Thus a full-scale fire test demonstrated that the air curtain system installed at rescue station in undersea tunnel was able to effectively block the heat and smoke generated from the fire.

A study on the improvement of the air exhaust system at the PSD installed subway station (도시철도 지하역사 PSD 설치에 따른 배기시스템 개선 연구)

  • Kwon, Soon-Bark;Song, Ji-Han;Ryu, Ju-Hwan;Jo, Seung-Won;Oh, Tae-Suk;Bae, Sung-Joon;Kim, Hyo-Gyu
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.17 no.3
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    • pp.353-362
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    • 2015
  • Platform screen door (PSD) installed at underground subway station has reduced the safety accident, but it may cause poor air ventilation condition due to the isolated exhaust duct in the subway tunnel area. In this study, the additional ventilation system was suggested, which can be installed at a void space (i.e., storage room under stairs) of platform in order to improve efficiency of air ventilation rate. Exhausted air from platform was directed to underneath of platform and joined with existing ventilation duct of train exhaust system (TES). One subway station in Seoul city was selected to predict the effectiveness of the suggested lower exhaust system by using the computational fluid dynamics (CFD) analysis. The predicted mean age of air was decreased by 16.5% which proves the improvement of air ventilation efficiency when the suggested lower exhaust system was applied.