• 제목/요약/키워드: Rail Joint

검색결과 108건 처리시간 0.03초

장대레일 축력을 고려한 REJ 미적용 고속철도 특수교량 형식 제시 및 변수별 분석 (Type Suggestion and Parameter Study for Long-Span Bridge of High-Speed Railway without the REJ considering CWR Axial Force)

  • 이종순;주환중;신재열;윤성순;박선희;남형모
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.1254-1261
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    • 2011
  • Application of long-span bridge, which is affected by parameters such as span length, shoe boundary condition, track property and stiffness of superstructure and substructure etc., can vary. Especially, by CWR aspects of the axial force, long-span high speed railway bridges are limited at type and span length. In this study, in terms of CWR axial force, the long-span high-speed railway bridges without REJ(Rail Expansion Joint) is to propose the bridge type. Various Parameters analysis performed for the proposed type(Arch bridge, Cable-stayed bridge).

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철도소음 저감을 위한 간섭형 방음장치 음향 설계 및 성능시험에 관한 연구 (A study on the performance test and acoustic design of interference type noise reduction device for railway noise)

  • 조준호;고효인
    • 환경영향평가
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    • 제20권6호
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    • pp.787-795
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    • 2011
  • Noise barrier is generally used with welding of joint rail for railway noise reduction in our country. But the noise barrier for high speed railway has weak point in low frequencies about 315Hz band. In this study, For developing of Interference-type Noise Reduction Device(INRD), acoustic analysis were performed using commercial software. For verifying the improvement in the noise reduction, noise measurement before and after installing of INRD were performed in Anechoic Chamber. From these acoustic analysis and noise measurement, it was known that developed INRD has a good noise reduction performance and can be used efficiently with conventional noise barrier.

국내최장 고속철도 정지고가(L=9.3km) 교량형식 개발 및 설계 - 35m PSM PSC Box교, 80m 3경간 Arch교, 국내최초 ED교 - (The Planning and Design of Jeong-Ji High Speed Railway Bridge)

  • 장인호;박경호;박종화;김영남;김선필
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.1691-1696
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    • 2010
  • Jeong-Ji overbridge is designed to be 9.3km long, the longest for a high speed railway bridge ever constructed in Korea. This bridge is constituted of three types of structure. Standard type bridge is 35m PSC Box bridge which will be constructed by Precast Span Method. To cross the Cheonan Nonsan Expressway, 80m three-span steel arch bridge is designed to avoid rail expansion joint. Finally, Extradosed bridge is planned for high speed railway bridge for the first time in Korea based on originative and advanced design techniques. It is expected that this will contribute to the development of national technology for long-span high speed railway bridges.

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무절연 가청주파수(AF) 궤도회로 시험기준 고찰 (A review of test norm of Non-insulated AF Track Circuit)

  • 장석각;이창영;권성태
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1701-1706
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    • 2007
  • Jointless AF(Audio Frequency) Track Circuit is more comfortable than exist joint track circuit. This electrical circuit's function is detection train on rail, and transmit information between wayside and vehicle. 'Korea Railroad Corporation' proposed for revision of the Korean railway standards(KRS SG 0038-06 R, 2006.5.16) "Non-insulated AF Track Circuit". This proposal equipment developed to extend use for station of National Railway exist line. According to test standards Korean railway safety law and its ordinances, which were committed to Korea Railroad Research Institute, the professional committee 'Railway facility sector II' have helded on January in 2007. In this investigation, the changed test norm will be review the difference of important function test standards of new version to conform effectivity and safety test procedure according to the KS A 1025.

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Contact 요소를 이용한 신.구 콘크리트의 비선형 해석 (Nonlinear Analysis with contact element between old and new concrete)

  • 조선규;이종선;정우철;이종신
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1050-1055
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    • 2007
  • In the case of a rail road bridge extension work, especially single track to double track, the foundation of new substructure which supports the extended part of superstructure could be interfered by the exist foundation of an old bridge. When these two foundations are jointed to prevent such fatal effects of the structure as unequal subsidence of soil foundations, it is important to prove the structural behaviour of the joining surfaces between new foundation and old foundation. 3-Dimensional Finite Element Analysis Method have been studied for the solutions of the structural behaviour of the foundations. In this analysis, 'Contact Element' which allows the sliding of each adjoining member is used for the joint of the boundary surface of the old and new pier foundations. Furthermore, Material Nonlinear Behaviour Analysis also supports the accuracy of the result in this study because the foundations consist of concrete main bodies and reinforced steel bars. These detailed analyses secure the verification of the structural safety of the foundations in the extension work more firmly.

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도시형 자기부상열차 굴절식 분기기의 선형 요구조건 분석 (Requirement Analysis of Geometry of Articulated Turnout for Urban Maglev)

  • 장승엽;황성호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1324-1329
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    • 2007
  • For the commercialization of the urban maglev, an articulated turnout which consists of several segments of turnout girders and where switching is done by rotating those segments is under development. In this paper, to determine the alignment of this articulated turnout, the requirements for the alignement are analyzed. Requirements include: those for the levitation control and for the ride comfort. For the levitation control, rail joint width should be limited to a certain value, and for the ride comfort, the lateral acceleration and the time derivative of the lateral acceleration satisfy a guideline. According to these requirements, the alignment criteria are discussed.

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대기온도를 고려한 지하철 콘크리트 Box 구조물의 수화열에 의한 온도균열제어 대책 (A Counterplan of temperature crack control by a heat of hydration of Subway concrete box structure concerned External Temperature)

  • 노현섭;김은겸;양신추
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.581-584
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    • 2007
  • The subway concrete box structure can`t establish expansion joint because of animal power delivery of the subway rail. In this case, As increase of structure volume, it is subjected to cause temperature crack. The temperature crack due to the heat of hydration classified a nonstructural crack. but it has a bad effect on durability of concrete structures. especially, in case of a subway concrete box structure, when a water-proof facilities is beaked on an outer-wall, the water leakage occurs through a penetration crack generated from a wall of the concrete structure too. This paper, for the subway concrete box structure, examined a condition of temperature crack occurrence by a heat of hydration concerned external temperature from analysing by a three dimensional finite element method.

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예측식을 이용한 철도방음벽의 성능평가에 관한 연구 (A Study on the Performance Evaluation of Noise Reduction for Railway Noise Barrier using Prediction Equation)

  • 조준호;고효인
    • 환경영향평가
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    • 제19권6호
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    • pp.553-561
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    • 2010
  • Railway noise barrier is generally used with welding of joint rail for railway noise reduction in our country. In this study, method for performance evaluation of railway noise barrier using insertion loss was suggested in case of without having noise measurement results before barrier installation. For this, railway noise measurements were performed in commercial high-speed railway site which has railway noise barrier. As a noise level before noise barrier installation, predicted noise level were used. From this method the performance evaluation for railway noise barrier were performed accurately and efficiently.

A Study on the Impedance Calculation by using Equivalent Model in Catenary System

  • Kim, Min-Kyu;Kim, Min-Seok;Kim, Dae-Hwan;Lee, Jong-Woo
    • International Journal of Railway
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    • 제3권2호
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    • pp.46-53
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    • 2010
  • Electric railroad systems consist of rolling stock, track, signal and catenary system. In the catenary system, one of the most important factors is the impedance according to the design and characteristic. Before the catenary system is designed, the impedance should be precedently researched. The railroad catenary system is complex system which is composed by five conductors. The five conductors classify up and down feeders, up and down contact wire group, rail group. Therefore, we should compose the catenary system of the equivalent five-conductors model. In this paper, we suggest a geometrical model and a equivalent conductor model by using geometric mean radius of five conductors in the catenary system. Also, we calculate demanded parameter values in the model. By using those, line constants of five conductors are analyzed by applying the equivalent method called as the condensed joint matrix.

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생태환경 보존을 위한 침매터널 사례연구 (Case study of immersed tunnel for preservation of ecological environment)

  • 안성권;이희업
    • 한국터널지하공간학회 논문집
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    • 제24권6호
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    • pp.679-697
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    • 2022
  • 본고에서는 호남~제주, 한중 및 한일 해저 철도에 대한 구상이 지속되고 있는 여건을 고려해 해저 철도 공사 방법 중 하나인 침매 터널 기술에 대해 조사한다. 본고는 현황조사를 통해 침매 터널을 대륙별 및 기능별로 분류해 분석한다. 본고는 준설방법을 요약해 정리하고 준설토 처리시설에 대해 설명한다. 또한 본고에서는 준설 작업이 해양 생태 환경에 미치는 영향을 줄이기 위해 취해진 조치 사례들을 소개한다. 본고는 침설 조인트 등 수중 함체 연결 과정 및 원리에 대해 설명한다. 본고는 기초공사를 성토와 지반개량으로 분류해 요약 정리하고, 관련된 지반 타공 및 수중 시멘트 사용이 주변 생태 환경에 미치는 영향에 대해 고찰한다.