Design of floating Slab according to Dynamic Load

동하중을 고려한 플로팅궤도 슬래브 설계

  • 박성재 ((주)삼보기술단, 기술연구소) ;
  • 마창남 ((주)삼보기술단, 기술연구소) ;
  • 박명균 ((주)삼보기술단, 구조사업본부) ;
  • 이두화 ((주)삼보기술단) ;
  • 조수익 (한국철도시설공단, KR연구원)
  • Published : 2010.06.10

Abstract

Recently the construction of railway sections passing the central area of cities and stations under railway lines are increasing, and then it is urgently required to take the countermeasures against the railway vibration and the second-phase noise radiated from it. The most efficient countermeasure, out of technologies developed up to now, is the floating slab track which is the track system isolated from the sub-structure by springs. In other countries, the source technologies for anti-vibration design and vibration isolator - one of key components - have been developed and many installation experiences have been accumulated. However, in Korea, since the system design technology and technologies for key components are not yet developed, the foreign system are being introduced without any adjustment, and the key component, vibration isolator, depends on imports. In this study, floating slab was divided into three spans, $k_{dynamic}$ use by examining reactions and member forces was to ensure safety.

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