콘크리트 균열보수부의 내피로성능에 관한 연구

A study on the fatigue performance of repaired concrete structure.

  • 권용주 (KG케미칼(주) 건설소재사업본부 건설재료연구팀) ;
  • 강동수 (삼성물산(주) 건설부문 기술연구소 재료연구팀) ;
  • 김규용 (삼성물산(주) 건설부문 기술연구소 재료연구팀) ;
  • 박성우 (삼성물산(주) 건설부문 기술연구소 재료연구팀)
  • 발행 : 2005.11.01

초록

The problem of the crack which occures from the reinforced concrete structure. could be caused by the complexed factors. When the crack happen, it caused fatal blemish to manage and maintain the structure such as structural problem, licking, spalling, viewing Even though they study and work hard to solve this kind of problem in the world, there are no countermeasure for perfect prevention of crack. After the crack checked out, a method of repair-reinforcement has been sutdied and operated actively. In this experiment, studied durability of repair material. Experiment wave and durability of epoxy and urethane's were shown good result, and micro cement's durability displayed result that is not good. Result of a repeat tired experiment displayed result that micro cement is bad.

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