팽창시멘트를 이용한 프리캐스트 콘크리트 박스 암거의 거동에 관한 연구

Behavior of Precast Concrete Box Culvert Using Expansive Cement

  • 조병완 (한양대학교 도시건설환경공학부) ;
  • 태기호 (한양대학교 토목공학과)
  • 투고 : 2001.07.06
  • 발행 : 2002.01.31

초록

This study is intended to discuss the application of expansive additives for concrete to improve the durability of precast concrete box culvert by inducing the chemical prestress. The precast concrete box culvert using expansive cement are tested to verify the effect of expansive additives. The results show that the initial cracking load and yielding load of the expansive cement numbers are increased when they are compared with those of the normal concrete. In the prototype precast concrete box culvert experiment, initial crack control effect and strength of joint are increased, but the deflection is decreased by expansive cement. Brides, reinforcement ratio is decreased about 14.6 percent in compering with the case of using normal cement. If can be the concluded that the use of expansive additives to induce the chemical prestress was improve the durability in concrete box culvert.

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