• Title/Summary/Keyword: Overbridge

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A Study on the Determination of the Screening Factors for the Tunnel and the Overbridge of the Electric Railway (전기철도 터널 및 고가 구조물의 차폐계수 산정에 대한 연구)

  • Choi, Kyung;Lee, Hyang-Beom;Kim, Hyeong-Seok;Kim, Hak-Cheol
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.67 no.9
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    • pp.1249-1256
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    • 2018
  • For the screening factor of the tunnel and overbridge structure in the electrified railway, the ITU-T regulation denotes only a theoretical estimation method, and the actual numeric values are notified differently by the official announcement of each nations. In this study, the factors which can affect the screening factor are investigated and analysed by FEM and a suitable calculation method based on multi-conductor line theory for the current pre-estimation formula for the induction noise voltage in the national notice is presented. The case studies are performed using the real data of the tunnel and the overbridge of the electrified railway, and a satisfactory formula for the determining of screening factor is derived.

A Development of the Light Weight Noise Tunnel on a High Degree of Efficiency and Environmentally Friendly for Railway (철도용 고효율 친환경 경량방음터널 기술개발)

  • Son, Jeong-Gon;Park, Gwang-Hyeon;Ryu, Rae-Eon
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2014.04a
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    • pp.487-490
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    • 2014
  • These Days a lot of Noise Complaints in vicinity of Railway has been more increase than before. Almost 1/3 Residences who lives in Railway side are Exposure to Noise Pollution. Since the Apartment Buildings around Railway are getting more higher, so those of the Noise Barrier are not best solution anymore. We are going to make a New Plane with the state of the art technology for Railway Noise Abatement Control. Our Goal are focus on a development of Light Weight Noise Tunnel designed by new absorption mat'l and tunnel Stucture on the Overbridge and Viaduct of existing Railway. New Noise Tunnel will be reducing their weight more than 30% against Road Traffic One and also 10dB(A) Noise Reduction against Noise Barrier.

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

  • Jang, In-Ho;Park, Kyung-Ho;Park, Jong-Hwa;Kim, Young-Nam;Kim, Sun-Pil
    • Proceedings of the KSR Conference
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    • 2010.06a
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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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A Field Survey of Noise Associated with Subway Train Passage (지하철 연도변의 소음 조사)

  • Son Jung Gon
    • Explosives and Blasting
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    • v.11 no.2
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    • pp.60-68
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    • 1993
  • The noise and vibration generated by the subway rolling stocks operated along the Seoul Subway Line No.1, 2, 3, and 4 lead to a controversy of pollution problem especially in residential areas. However, there is no data or guide to define the damage or provide adequate protection against such pollutions. The field measurements were made to characterize the noise attenuation due to distance, noise level distribution around the subway track of the aboveground and underground parts of each Line. The assessment criteria and methods are considered in addition to the practical available noise control methods. The noise level measured at Line No. 1 and 3 are less than 60 dB(A) with no pollution problem. Only a part of the aboveground section of Line No.2 and 4 indicates severe noise pollution. The effective boundary of these areas exposed to 70dB (A) noise are within 50m from the track centerline of No.2 line and 25m of No.4 line. The residents file a strong complaints whenever the noise level exceeds the 80dB (A) , and an occasional complaints between 70 to 80 dB(A). The distribution of high level noise of 80 dB(A) occurs within 25m from the track centerline of the overbridge, 12.5m of the short steel bridge, and about loom of the long steel bridge such as Dangsan Bridge. The intermediate noise level of 70 to 80 dB(A) is recorded within 50m from the overbridge, U-type retaining structure, and short steel structure, and 280m from the long steel bridge. The results presented in this paper can be used to understand the characteristics of the noise pollution along the Seoul Subway now In operation, and used as a guide to improve the existing noise pollution problems.

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