Analysis of Slab Joint Opening Due to Temperature Drop in Continuous Precast Concrete Slab Track

연속 프리캐스트 콘크리트 슬래브궤도에서의 온도하강에 따른 슬래브 이음매 개구량 해석

  • 장승엽 (한국철도기술연구원, 신교통연구본부 초고속열차연구단TFT) ;
  • 이정완 (한국철도기술연구원, 신교통연구본부 초고속열차연구단TFT)
  • Published : 2011.10.20

Abstract

Precast concrete slab track is a track structure to be installed by transporting and assembling precast concrete slabs manufactured at the factory. This method can improve concrete quality, provide easy maintenance and reduce construction time, compared with in-situ concrete track. However, the concrete slabs being continuously connected in longitudinal direction, due to the temperature change between summer and winter, the openings at slab joints have occurred. Thus, in this study, to identify the cause of this opening of slab joint, the joint opening caused by temperature drop in the longitudinally continuous precast concrete slab track has been predicted using three-dimensional finite element analysis, and compared with field measurements. Based on the proven model, the slab joint opening, and the stress pattern of concrete slab and steel reinforcement according to concrete slab-base friction properties, concrete-reinforcement bond properties, and prestressing were analyzed.

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Acknowledgement

Grant : 철도 구성품 환경성 향상기술 개발

Supported by : 한국철도기술연구원