• 제목/요약/키워드: Railway Safety Monitoring&Control

검색결과 38건 처리시간 0.025초

유지보수 효율향상을 위한 전동차 제어 및 감시시스템 표준화 방안 연구 (A Study on a Standard Strategy of EMU Control and Monitoring System for Improved Maintenance Efficiency)

  • 이우동;정종덕
    • 한국철도학회논문집
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    • 제16권4호
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    • pp.241-245
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    • 2013
  • 기존 전동차 제어시스템의 경우에는 종합제어장치를 통하여 차량 내의 각종 정보를 운전자 화면에 현시하여 운전자가 차량의 상태를 감시하도록 구성되어 있다. 그러나 차량고장 등과 같이 갑작스런 사고가 발생할 경우에는 운전자가 당황하여 정확한 고장조치를 하기 어려운 것이 현실이다. 또한 제동제어기 및 보조전원장치 등 주요장치들의 제어정보를 분석하기 위하여 차량이 기지에 입고되고 난 후에 유지보수원이 현장에서 일일이 수동으로 데이터를 저장하는 매우 비효율적인 유지보수시스템으로 운영되고 있다. 이러한 점을 개선하기 위해서는 차량 내에 센서통신네트워크 및 감시시스템을 설치하여 차량 내의 모든 정보를 실시간으로 송수신하는 시스템을 구축하여야 한다. 본 연구에서는 이러한 시스템 구축을 위하여 전동차 제어 및 감시시스템의 표준화 방안을 제시함으로써, 이를 통해 차량시스템의 안전성을 향상하고 유지보수를 보다 효율적으로 개선하고자 한다.

고속열차의 주행 동적성능 평가시스템 개발 (Development of Performance Evaluation System for a High-speed train)

  • 박은천;강형구;최준성;김은성;김만철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.3226-3236
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    • 2011
  • In this paper, with the background features on which measuring the transverse left-right and up -down vibration of wheel, bogie and body by wireless measurement system, performance evaluation systems which can assess the running behavior of high speed trains based on UIC code 518-OR and evaluate the ride comfort of them based on ISO code 2631 and UIC code 513 were developed. The characteristics of dynamic vibration are generally analyzed by an acceleration of a car body of high speed train and the acceleration can be applied to evaluation of running safety. In this paper, also matching system of distance from tachometer and vibration from accelerometer was programmed in development software, and the SD card embedded system which prevent to loss of data in wireless measurement was mounted on this system. Finally the software perform to analysis with filtering and statistical post-process in the unit sections and zones and focus on developing the capability monitoring in the main control center. For the verification of this system, the running behavior and safety factor were analyzed based on field measured data of the Cheonjun-gunnum-sun turn out point in the new KTX railway.

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IP 기반의 승객안내 통합시스템에 대한 고찰 (A Study on Passenger Information Integrated System Based IP)

  • 권명진;전윤수;이찬용;박성호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.1716-1721
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    • 2011
  • The Public Address and Passenger Information System of Rolling Stock should be able to perform automatic announcements in connection with TCMS(Train Control and Monitoring System), common announcements and emergency announcements for safe operation and the passengers. CCTV(Closed Circuit Television) System also should be able to watch passenger compartment for safety. Those equipments are very important thing for train service and safety. but the installation of equipment is restricted by space, weight, modulation. therefore, Passenger Information Intergrated System(PIIS) is required to consider economical efficiency, technical trend, expansion and space insufficiency. and system based on IP network has to be considered as new PIIS. so PIIS could meet economical efficiency and expansion. and it could go further and share network with TCMS and others.

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서울도시철도 신 열차제어시스템에 대한 연구 (A Study on New Train Control System of the SMRT(Seoul Metropolitan Rapid Transit Corporation))

  • 유근규;박종헌;안진성;김기춘;이상근
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.895-903
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    • 2011
  • The Seoul Metropolitan Rapid Transit Corporation(SMRT) is studying the New Train Control System based on Wireless Communication(CBTC System : Communication Based Train Control System) to overcome the limitations of the existing system and to deal with the switch to the new system. The SMRT's New Train Control System Based on three main elements(train position detecting, radio communication and train control) is being developed in 3 stages. Currently, the development of the train position detecting element with the RFID system and the train position detecting device and the radio communication element with RTIS and DSRC had been developed and equipped on 3 stations(Songpa~Garak Market~Munjeong, 7.3km) of Subway Line 8 in the pilot. Such a basic infrastructure of the SMRT's New Train Control System is having an efficiency test by using the real-time Train Monitoring System and Currently, the third element, the train control(ATP/ATO/ATS/Interlocking) for the study is in progress. Also, the developed system is expected to validate the performance and safety in the next three stage. This paper shows about major developments of the SMRT's New Train Control System and our future plans.

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Study on collapse mechanism and treatment measures of portal slope of a high-speed railway tunnel

  • Guoping Hu;Yingzhi Xia;Lianggen Zhong;Xiaoxue Ruan;Hui Li
    • Geomechanics and Engineering
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    • 제32권1호
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    • pp.111-123
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    • 2023
  • The slope of an open cut tunnel is located above the exit of the Leijia tunnel on the Changgan high-speed railway. During the excavation of the open cut tunnel foundation pit, the slope slipped twice, a large landslide of 92500 m3 formed. The landslide body and unstable slope body not only caused the foundation pit of the open cut tunnel to be buried and the anchor piles to be damaged but also directly threatened the operational safety of the later high-speed railway. Therefore, to study the stability change in the slope of the open cut tunnel under heavy rain and excavation conditions, a 3D numerical calculation model of the slope is carried out by Midas GTS software, the deformation mechanism is analyzed, anti-sliding measures are proposed, and the effectiveness of the anti-sliding measures is analyzed according to the field monitoring results. The results show that when rainfall occurs, rainwater collects in the open cut tunnel area, resulting in a transient saturation zone on the slope on the right side of the open cut tunnel, which reduces the shear strength of the slope soil; the excavation at the slope toe reduces the anti-sliding capacity of the slope toe. Under the combined action of excavation and rainfall, when the soil above the top of the anchor pile is excavated, two potential sliding surfaces are bounded by the top of the excavation area, and the shear outlet is located at the top of the anchor pile. After the excavation of the open cut tunnel, the potential sliding surface is mainly concentrated at the lower part of the downhill area, and the shear outlet moves down to the bottom of the open cut tunnel. Based on the deformation characteristics and the failure mechanism of the landslides, comprehensive control measures, including interim emergency mitigation measures and long-term mitigation measures, are proposed. The field monitoring results further verify the accuracy of the anti-sliding mechanism analysis and the effectiveness of anti-sliding measures.

서울2호선 TCMS 무선지상장치 개발 및 시험결과에 대한 고찰 (The Study about TCMS Wireless Depot Analytical Equipment Development and Test Results at SeoulMetro Line2)

  • 김도훈;서상준;한정수;김철호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.353-362
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    • 2008
  • Operation data and fault data are recorded at the TCMS(Train Control and Monitoring System) of train are very important record for repairs and inspection of train. there are two ways to transfer the data today. one is using memory card and the other is using wireless communications. This paper is proposed about TCMS wireless depot analytical equipment that transfers data recorded in train to depot equipment via wireless method. The TCMS wireless depot equipment configuration is an AP(Access Point) and a central server PC at depot equipment. This method has the advantage of decrease of personnel expenses, collection time and convenience of staffs. This paper is verified about the utility of use, efficient establishment position of an AP at depot, the safety of data receiving, the exactitude of data and the shortening of transmission time. and this equipment is now operating at shin-jeong depot of SeoulMetro.

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철도교량 홍수위감시 및 세굴검지 시스템 적용성 고찰 (A study on the applicability of system for monitoring the flood level and the scour at railroad bridge)

  • 박영곤;이진욱;윤희택;김선종
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.530-535
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    • 2005
  • To monitor the flood level under heavy rainfall and the scour at railroad bridge, the system, which can effectively collect, store and transmit the data, is developed and applied to the field. The results in this study are as follows. 1) Monitoring for water level and scour depth is well done in view of the recording velocity and the accuracy of data which are measured. 2) This system is based on the web, internet and it is able to collect the realtime data and to analyze the risk. 3) When water level excesses the limit of danger level of a river on which railroad bridge is located, or when scour depth and angle of inclination of pier is increased, the scenario for early warning signal which sends to managers at central traffic control and drivers of trains is automatically made. It is judged that this system secures the safety of railroad and protects lives of train passengers as the warning signal sends to running train in advance at risky situation of railroad bridge under heavy rainfall.

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KTX산천 귀선전류고조파가 일반선 TI-21형 AF궤도회로에 미치는 영향분석 (Effect Analysis of Classical Line TI-21 type Audio Frequency Track Circuit from KTX Sancheon Return Current Harmonics)

  • 최재식;김희식;박주훈;김범곤
    • 한국철도학회논문집
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    • 제19권1호
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    • pp.38-45
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    • 2016
  • KTX산천 고속차량에서 사용하는 전력변환시스템은 전력전자기술, 고속 대용량 반도체소자 및 마이크로프로세서의 기술발달에 힘입어 높은 성능과 효율, 안전성, 에너지 소비측면에서 뛰어난 제어능력을 갖추게 되었다. 하지만 고속스위칭소자인 IGBT를 사용함에 따라 발생하는 고조파로 인해 전기차량은 물론 변전소, 신호시스템, 데이터전송 및 감시시스템 등 선로변 신호설비에 문제를 야기시켰다. 특히 전력변환장치의 정수배 부근 주파수에서 발생하는 귀선전류고조파의 영향으로 TI-21 무절연AF궤도회로가 부정 동작하는 사례가 발생되었다. 본 논문은 고속전기차량과 궤도회로간 귀선전류고조파 이동경로 분석을 위하여 실제 현장에서 측정 및 분석방법을 제시하였다. 이러한 분석결과는 향후 신규로 도입되는 고속전기차량, AF궤도회로, 공동접지망 설계 시 폭넓게 반영될 것으로 기대된다.