• Title/Summary/Keyword: 해상 모듈러 연결부

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Structural Performance Evaluation of Offshore Modular Pier Connection using Ultra-high Performance Concrete (초고성능 콘크리트를 활용한 해상 모듈러 잔교 연결부의 구조성능 평가)

  • Lee, Dong-Ha;Kim, Kyong-Chul;Kang, Jae-Yoon;Ryu, Gum-Sung;Koh, Kyung-Taek
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.3
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    • pp.351-357
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    • 2022
  • In this study, offshore modular pier system using the ultra-high performance concrete was developed for the offshore construction environment. For the application of offshore modular pier system, the design, fabrication, and construction performance evaluation were performed using ultra-high performance concrete a compressive strength 120 MPa or more and a direct tensile strength 7 MPa or more. For offshore piers previously constructed with precast concrete, it was intended to verify the idea and possibility of solving errors due to position or vertical deformation during the driving of the foundation pile part during the construction stage. Furthermore, a offshore modular pier system was fabricated with ultra-high performance concrete for the construction performance evaluation. The results showed that a offshore modular pier system secured about 9 % of sectional performance of load bearing capacity under ultimate load conditions. If the offshore modular pier system developed through this study is utilized in the future, it is judged that competitiveness due to sufficient durability and constructability can be secured.