• Title/Summary/Keyword: safety speed

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A Study on the Structural Safety of Tower Crane Telescoping Work according to Wind Speed and Load (타워크레인 텔레스코핑 작업의 풍속 및 하중에 대한 구조 안전성 연구)

  • Jung, Sung-Lyoung;Lee, Do-Geun;Paik, Shinwon;Shin, Sang-Yeon
    • Journal of the Korean Society of Safety
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    • v.36 no.1
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    • pp.9-17
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    • 2021
  • This study analyses the load imbalance of the tower crane used in telescoping work for structural safety, owing to the difference in wind speed and balance weight position. This is because wind speed and position of the balance weight have a significant impact on the structural stresses of a tower crane during telescoping work. Therefore, structural analysis was performed on the 290HC model, which is often used at construction sites and has only one cylinder installed. Moreover, two models were classified to determine the load acting on the connecting part of the telescopic cage to slewing platform and the cylinder. Five types of balance weight positions were applied at regular intervals from jibs; moreover, four types of wind load criteria were differently applied. Hence, the telescopic cage columns were destroyed at all balance weight positions at a wind speed of 30 m/s and only at certain locations at a wind speed of 20 m/s. Furthermore, failures occurred for cylinders, torsional, and bending at wind speeds of 30 m/s and 20 m/s, load imbalances above the allowable thresholds considering the safety factor. In addition, the load imbalance in the telescoping work also varied depending on the position of the balance weights. The results of these studies have validated that the current standards of adjusting the appropriate position of the balance weights on the jib are completely valid, with the telescoping work to be executed only at wind speeds of less than equal to 10 m/s.

Running Safety of High Speed Freight Bogie (고속주행용 화차 대차의 주행안전성)

  • 이승일;최연선
    • Proceedings of the KSR Conference
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    • 2001.10a
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    • pp.179-186
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    • 2001
  • As the freight traffic becomes heavier, the high speed of existing freight cars is essential instead of the construction of a new railway. The high speed can be achieved by the design modifications of the freight bogie. In this paper, an analytical model of freight bogie including the lateral force between rail and the flange of wheel is developed to decide the critical speed, which activates a hunting motion and tells the running safety of freight bogie. The dynamic responses of the analytical model were compared with an experimental data from a running test of a freight bogie and showed good agreements between them. The analytical model is used to find the design modifications of the freight bogie by parameter studies. The results show that the reduction of wheelset mass ratio and the increase of the axle distance of the freight bogie can increase the critical speed, but the primary lateral stiffness has little effects on the critical speed. And this also study shows that smaller wheel conicity deteriorates the running safety of the freight car, which means the overhauling of the wheel of freight bogie should be done regularly.

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A Safety Assessment and Vibration Characteristics of Railway Vehicle Passing Curves (곡선부 통과 차량의 진동특성 및 안전성 평가)

  • Park, Kwang-Soo;Lee, Seung-Il;Lee, Hi-Sung
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.17 no.10
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    • pp.993-1001
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    • 2007
  • An analysis model has been developed to assess running safety of railway vehicle passing curves. By using ADAMS/Rail, a computer analysis has been conducted by changing various parameters according to the track conditions. Analysis results show as follows: A derailment coefficient of left wheel was increased according to increase of cant at low speed, while it was decreased as increase of cant at high speed. A unload rate of left wheel was also increased according to increase of cant at low speed, while it was decreased as increase of cant at high speed. A wear number of left wheel was increased according to increase of cant at all speed, but only at 35 m/s, it was decreased as increase of cant. A friction coefficient of left wheel was Increased according to increase of cant at all speed, but only at 35 m/s. it was decreased as increase of cant.

High-speed Trains Driving Functions Analysis Using Systems Engineering

  • Noh, Hee-Min
    • International Journal of Railway
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    • v.3 no.3
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    • pp.90-94
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    • 2010
  • In this paper, driving functions of the Korea High-speed Trains were decomposed based on systems engineering architecture. In order to analyze the driving function, various systems engineering tools and methods were used. Moreover, interfaces of decomposed driving functions were analyzed to figure out purposes of the driving functions. Through activity modeling of driving function of the Korea High-Speed Trains, main functions were derived when starting, speeding and stopping. When the high speed train is speeding, pre-departure checks and wheel slide prevention are essential driving activities for the safety and when the high speed train runs high speed, maintaining driving stability by monitoring bogie hunting and monitoring drivers' safe operation by vigilance systems is important. Furthermore, when the train is braking, the driver should checks brake and suspensions as safety actions.

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The Design Comparison of High-Speed & Common Railway Bridge with the Example of a Cable Supported Bridge (케이블 지지 교량을 예제로 한 고속철도 및 일반철도의 설계 차이점 분석)

  • Kim, Sung-Il;Byun, Hyung-Gyun
    • Proceedings of the KSR Conference
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    • 2009.05b
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    • pp.649-655
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    • 2009
  • Traffic safety and vibration serviceability of a railway bridge set a limitation to the application of long-span cable supported bridges even though the design trend of the bridge becomes longer and lighter. In the case of high speed railway, it becomes more severe for the high speed of the train and resonance of the structure. Therefore, the cable supported bridge does not exist in Korea high speed railway until now. On the other hand, in recent, Italia, Japan and China do design and construct the long-span cable supported bridges for high speed railway recently with overcoming of traffic safety and passenger comforts. In the present study, prior to analysis of traffic safety and passenger comforts, a extradosed bridge for common railway is re-designed for high speed railway. The difference of member forces and displacements by design live load, the difference of impact coefficient and variable stresses of cables are investigated.

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A Study on the Analysis of the Effect DFS installation on Urban Arterial Road (도시간선도로에서의 DFS 설치 효과 분석에 관한 연구)

  • Choi, Hyun-Seok;Kim, Hong-Sang;Lim, Geun-Ho
    • Journal of the Korean Society of Safety
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    • v.24 no.5
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    • pp.101-112
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    • 2009
  • Recently, with the existing speed-management by law enforcements and physical speed-reduction facilities, the country newly adopted Driver Feedback Sign (DFS) system, which displays driving speed in order to guide the driver to an advisable driving condition. DFS is mainly used in school zones due to reasons related to the ITS. Accordingly, because it is predictable that DFS will result in speed-reduction without legal forces and would have an effect on physical speed-reduction facilities, intersection, crosswalks, and road-alignments, this study will try to verify the efficiency of DFS by researching the vehicle speed in national highways and school zones, which have similar conditions to the urban arterial road. In consequence, on national highways, the drivers had a tendency to travel according to the road-environment such as urban arterial road and not reduce speed voluntarily. In school zones, drivers tend to reduce speed in mornings and afternoons when children travel to school or home, showing that the resulting effect is different according to the road-environment where DFS is installed, and the time slot of the DFS.

Estimation of the Dynamic Behavior for Korean High Speed Train at 350km/h using the Accelerations according to the UIC Code 518OR (UIC 518의 진동 가속도 계측을 통한 한국형 고속전철의 350km/h 주행 동적 거동 평가)

  • Kim, Ki-Whan;Kim, Young-Guk;Kim, Seok-Won;Mok, Jin-Yong;Park, Chan-Kyoung
    • Journal of the Korean Society for Railway
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    • v.9 no.5 s.36
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    • pp.544-549
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    • 2006
  • 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. The test of process and the analysis method about it are well explained on UIC Code 518 OR which is the spacial international standard about running safety and dynamic behavior on the line test for railway vehicle. Korean High Speed Train designed to operate at speed 350km/h has been tested on high speed line since it was developed in 2002 and it recorded the highest speed 352.4km/h at the 16th Dec. 2004 in Korea. This paper includes the analysis of running behavior of this train at speed 350km/h and the analysis of dynamic safety is presented in it, extending to the range of high speed while the UIC 518 limit the speed below 200km/h.

Review of technology requirements of safety, security cargo for High speed freight train (고속화물열차 화물안전보안 기술요구사항 검토)

  • Han, Seong-Ho
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.1595-1596
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    • 2015
  • This study presents the review of technical requirements of safety and security for the developed high-speed freight train which will be serviced on the existing route of the high-speed line. There is no any experience to make a system design of high-speed freight train in Korea until now. We need to make a new regulations of commercial service.

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An Evaluation on Derailment according to Running Safety of Next-Generation High Speed Train (HEMU-430X) (차세대 고속열차(HEMU-430X)의 주행 안전에 따른 탈선평가)

  • Sim, Kyung-Seok;Park, Tae-Won;Lee, Jin-Hee;Jeong, Gi-Beom
    • Journal of the Korean Society for Railway
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    • v.15 no.4
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    • pp.343-351
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    • 2012
  • With the cooperation of many research institutes and railway companies, the next generation high speed train is under development for many years. To confirm the safety requirement of the developed high speed train, multibody dynamic analysis is implemented. Through this analysis, railway derailment and lateral guiding force simulation was evaluated according to UIC code 518 OR for international railway vehicle. Test results were compared by limit value of safety criteria. Safety evaluation results, according to international standards, would provide basic reference data of ensuring safety speed and track radius curve. The safety of the train at the maximum speed is verified by numerical analysis results.

A Study on Development of Mobile Multi-lane Speed Enforcement System With a Laser Detector (레이저 검지기를 이용한 이동식 다차로 속도위반 알고리즘 연구)

  • Yoo, Sung Jun;Park, Jin Yong
    • Journal of the Korean Society of Safety
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    • v.32 no.4
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    • pp.114-121
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    • 2017
  • In order to overcome the limitations of the mobile speed system for 1 lane, this study is used a multi-laser beam to develop a mobile speed measuring system, using a multi-phase beam. By using multi-laser beam, least squares algorithms and speed error processing algorithms were developed to improve speed accordancy and speed error rates compared to conventional mobile speed meters using a single laser beam. A field test showed that 80.0 percent of 3 lane and 87.0 percent of 4 lane were appropriate for the mobile speed system. With the development of the mobile speed measuring system, it is expected to dramatically reduce the accidents caused by the speed of traffic. It is also expected to effectively operate equipment and manage the cost by improving manpower and providing improved enforcement accuracy, by contributing positively to public institution and public affairs.