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현장측정을 통한 기존 분기기용 목침목과 개량 분기기 부절침목의 동적거동 비교평가
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  • 현장측정을 통한 기존 분기기용 목침목과 개량 분기기 부절침목의 동적거동 비교평가
저자명
엄주환,이창훈,엄기영,Um. Hwan-Ju,Lee. Chang-Hun,Eum. Ki-Young
간행물명
한국철도학회 논문집
권/호정보
2006년|9권 6호|pp.746-752 (7 pages)
발행정보
한국철도학회
파일정보
정기간행물|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

The major objective of this study is to investigate the dynamic behavior evaluation of split PC sleepers for railway turnout by the field test. In railway engineering, a turnout is necessary to allow a vehicle to move from one track to another. So, turnout is required very complex railway technologies such as lolling stock, track. In reference to conventional line speed-up and improvement railway, accurate assembly of turnout affects travel ins qualify of turnout area and running safety. Because of heavy weight and a large volume of the long sleeper used to turnout and car limit, transport and the prerequisite for trouble-free transport of the factory pre-assembled major turnout components is achieved through division of long sleepers. The one of the advantages for using a split sleeper is to reduce the dynamic vibration according to the information of developed nations. Therefore, we investigate the characteristic of dynamic behaviors of split sleepers which are adopted for the first time to improve performance of turnout From the field test results of the split sleeper, it is evaluated that the modification of weight, material and stiffness compared with wood sleeper is very effective for the ballast safety. However, the decrease in vibration of split sleeper was not found out.