A study on Strengthening and Rehabilitation of Concrete girder bridge using Multi-Stepwise Thermal Prestressing Method

온도프리스트레싱 공법을 이용한 콘크리트교량의 보수보강에 관한 연구

  • 김상효 (연세대학교 사회환경시스템공학부) ;
  • 안진희 (연세대학교 대학원 토목공학과) ;
  • 김준환 (연세대학교 대학원 토목공학과) ;
  • 이상용 (휘선건설(주))
  • Published : 2006.05.11

Abstract

The needs for strengthening and rehabilitation of the concrete bridges are a growing concern in many countries and has been emphasized in various researches and papers. Traditional external post-tensioning method using either steel bars or tendons is commonly used as a strengthening method. However, the method has some disadvantages such as stress concentration at the anchorages. Multi-stepwise thermal prestressing method is a newly proposed method for strengthening and rehabilitation of concrete girder bridges. Founded on a simple concept of thermal expansion and contraction of steel, the method is a hybrid method of external post-tensioning and steel plate bonding, combining the merits of two methods. In this paper, basic concepts on strengthening and rehabilitation of concrete girder are presented and an illustrative experiment is introduced.

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