• 제목/요약/키워드: S-rail

검색결과 877건 처리시간 0.03초

A Study on the Wedge Angle of the Rail Clamp according to the Design Wind Speed Criteria Change

  • Lee Jung-Myung;Han Dong-Seop;Han Geun-Jo;Jeon Young-Hwan
    • 한국항해항만학회지
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    • 제29권7호
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    • pp.641-646
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    • 2005
  • In cargo-working, it unavoidably happens that the quay crane slip along the rail and the container move from side to side. Especially, they involve a lot of risk in bad weather. The rail clamp is a mooring device to prevent that the quay crane slips along the rail due to bad weather or the wind blast while the quay crane do the cargo-working And it will play a greater role in port container terminal integration and automation To design the wedge type rail clamp, it is very important to determine the wedge angle. In this study, we expect that the design wind speed of the quay crane will change over 16m/s. Assuming that the design wind speed is 40m/s, we determined the proper wedge angle of the wedge type rail clamp for the 50ton class quay crane.

주행질량하의 방진 궤도레일의 동적응답 및 진동특성 (Dynamic Response and Vibration Characteristics of an Isolation Rail Track under a Traveling Mass)

  • 오부진;류봉조;김종호;이영신
    • 한국소음진동공학회논문집
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    • 제21권4호
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    • pp.365-373
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    • 2011
  • This paper presents the dynamic response and the vibration characteristics for a rail-track supported by discrete springs and dampers. Recently, automatic conveyer system, rail-track, rack-master system demand the soundproof facilities and vibration suppression measures in order to satisfy the strict environmental standards. The equations of motions of the dynamic characteristics for a vibration suppression rail-track under a traveling mass were derived by Galerkin's mode summation method considering gravity, centrifugal force, Coriolis force, inertia force of the moving mass, transverse inertia of the rail-track. Also, numerical results were calculated by Runge-Kutta integration method. In order to investigate vibration characteristics and dynamic responses, modal testing and measurement of the responses of the rail-track were performed. Through the experiment and numerical simulations, numerical results have a good agreement with experimental ones.

튜브형 트라이빔과 합성 지주를 사용한 교랑난간의 충격거동 (Impact Performance of Bridge Rail Composed of Composite Post and Tubular Thrie Beam)

  • 고만기;김기동
    • 한국강구조학회 논문집
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    • 제13권3호
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    • pp.313-325
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    • 2001
  • 14TON 밴 형식의 트럭에 대응할 수 있는 튜브형 트라이빔 교량난감을 제안하였다. 이 교량난간은 합성형 지주에 연결된 튜브형 트라이빔과 철재 가드빔으로 구성되어 있는데, 튜브형 트라이빔은 다양한 범퍼 높이를 갖는 차량에 대응할 수 있고 기존의 교량 난간에 비해서 교량난간의 시종점부와 가드레일 사이를 보다 완벽하게연결할 수 있는 장점이 있다. 가드레일 지주로 사용되는 것과 동일한크기의 철재 파이프에 콘크리트를 충전한 합성형지주가 단순히 철재 파이프의 크기를 키운 것보다 강성 및 극한강도를 증대시키는데 효율적임을 확인하였다. 개발된 시스템에 대하여 $14Ton-80km/h-15Y^{\circ}$의 충돌조건으로 실차 충돌실험을 실시하였는데 NCHRP Report 350의 실험레벨 4의 평가항목을 모두 만족하였다. 컴퓨터 시뮬레이션을 통하여 이 시스템이 국내의 S2 등급으로 분류될 수 있음을 보여주었다.

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과부화 방지를 위한 쐐기형 레일클램프의 지지대 위치 설정 (Determining the Position of Supporter to prevent a Overload applied to the Wedge Type Rail Clamp)

  • 한동섭;한근조;이성욱
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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    • pp.294-297
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    • 2006
  • The rail clamp is the device to prevent the crane slips along a rail from the wind blast as well as to locate a container crane in the set position during an operating mode. In this study we conduct the research for determining the proper position of supporter to prevent the overload applied to the rail clamp with respect to the wedge angle in the wedge type rail clamp. The friction force between the jaw pad and the rail to prevent that the crane slips along a rail, when the wind blows, is generated fly the rail-directional wind load. Accordingly the proper position of the supporter to prevent the overload is determined fly analyzing the forces applied to the rail clamp in the wedge working stage. In order to analyze the effect of the wedge angle on the position of supporter, 5-kinds of wedge angles, such as 2, 4, 6, 8, $10^{\circ}$, were adapted as the design parameter, and the wind speed of 40m/s was adapted as the design wind speed criteria.

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차륜/레일에 의한 전동음에 관한 연구 (A Study on Wheel/Rail Rolling Noise)

  • 김재철;유원희;문경호;구동회
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1999년도 추계학술대회 논문집
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    • pp.163-171
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    • 1999
  • The major source of railway noises is rolling noise caused by the interaction of the wheels and rails. This rolling noise is generated by the roughness of the wheel/rail surface on tangent tack in the absence of discontinuities, such as wheel flats or rail joints. These roughness cause relative vibrations of the wheel and rail at their contact area. The vibrations generated at the contact area are transmitted through the wheel and rail structures, exciting resonances of the wheel and travelling waves ill tile rail. Then these vibrations radiate noise to the wayside. In this paper, we predict the rolling noise radiated from radial/axial motion of the wheel and vertical/lateral motion of the rail using Remington's analytical model and then compare of the predicted sound pressure and measured one. Although there are some inaccuracy in our predication these results show in good agreement between 500 ㎐ and 3150㎐.

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도시철도 SYSTEM 도입시 경제성 평가 방법에 대한 연구 (A study on the economical feasibility analysis method for introducing the urban transit system)

  • 박정화;이호용;홍순흠
    • 한국철도학회논문집
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    • 제9권1호
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    • pp.23-28
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    • 2006
  • Many services have been served by the exiting subway systems since they have opened in 1975. But its efficiency and competition were going down because of the high construction cost and difficult connection with other transportations, etc. Otherwise, the light rail transit system is much lower construction cost than the subway and the high way building. Also those systems are good at the inexpensive operation cost, the fixed time and safety, the easy access. Recently, the several provinces are planning or advancing the light rail transit system because of these many benefits. Consequently, those system's economical feasibility analysis is required rapidly to show the resonable construction's cause and to get the private investment. This paper offers the system's economical feasibility through the several benefit analysis after the light rail transit system's construction.

고무차륜 경량전철 차량의 승차감 평가 (Evaluations of Ride Comfort for the Rubber-Tired Light Rail Vehicle)

  • 김연수;백남욱;임태건;한석윤
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.365-368
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    • 2005
  • The dynamic model was developed to analyze vibration acceleration and ride comfort during the operation of rubber-tired light rail vehicles. The ride comfort for standing passengers was analyzed in accordance with ISO 2631-1, UIC 513R, and CEN Draft prENV 12299 using this model. The result was applied to the detail design of Korean-standard, rubber-tired light rail vehicles, and the detail specifications related to ride comfort was determined based on this result. The ride comfort test was performed along the test track by using 2 car-train, and its result was compared with that of the ride comfort analysis, verifying the validity of the developed dynamic model. It was also verified whether or not the developed Korean-standardized, rubber-tired light rail vehicle met specified target specifications on ride comfort.

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고무차륜 AGT 경량전철 차량의 진동해석 (Vibration-Analysis of rubber-tired AGT light rail vehicle)

  • 김연수;정락교;임태건;이정선
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 추계학술대회 논문집
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    • pp.39-42
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    • 2005
  • Dynamic model of the Korea standardized rubber-tired AGT light rail vehicle, and boundary conditions between vehicle and infrastructures (running track, guidance rail) were defined to analyze vehicular vibration behaviors occurred at the worst condition. Using the commercialized software RecurDyn, vibration accelerations of car body and bogies were analyzed. and, based on the ISO standard 2631-1, the vibration characteristic test is performed in the test track. As the results, the Korea standardized rubber-tired AGT light rail vehicle satisfied the ISO standard criteria and design requirement.

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방진합금을 적용한 철도레일 이음매판의 진동저감 효과에 관한 연구 (Application of High Damping Alloys for Vibration Reduction in Rail Joint Bar)

  • 백승한;김정철;한동운;백진현;김태훈;김양수
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 추계학술대회논문집
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    • pp.570-573
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    • 2004
  • Conventional methods for reducing vibration in engineering designs may be undesirable in conditions where size or weight must be minimized, or where complex vibration spectra exist. Some alloys with a combination of high damping capacity and good mechanical properties can provide attractive techanical and economical solutions to problems involving seismic, shock and vibration isolation. In this paper, it showed the noise and vibration characteristic was compared conventional rail joint to improved rail joint(damping alloy) for reducing noise and vibration. Its applicability to rail joint is discussed.

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