• Title/Summary/Keyword: Concrete floating breakwater

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A Study of the Development of a Concrete Floating Breakwater for an Open Sea Fish Farm (외해 양식장 콘크리트 부유식 방파제 개발에 관한 연구)

  • Choi, Gun-Hwan;Kim, Mi-Jeong;Jang, Ki-Ho;Jun, Je-Cheon;Park, Jung-Jun
    • Journal of Ocean Engineering and Technology
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    • v.33 no.6
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    • pp.648-656
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    • 2019
  • The ecological changes in the ocean due to the drastic global warming require that action be taken to sustain the productivity of fisheries. Proper ocean facilities could help prevent the loss of the expenditures made on marine aquaculture and reduce the related compensation for various ocean conditions. The aim of this study was to develop a floating ocean wave-breaker using an eco-friendly concrete and conducting a site survey, a structural analysis, and a test of towing the tank. As a result, the wave at the fish farm would be reduced. The results of the holding power of anchors and the capability of moving the floating structures were considered in the design of the wave-breaker. The analyses of the material properties of concrete and the steel structures, as well as the CAPEX and OPEX analyses of the manufacturing and operation processes confirmed the superiority of the floating concrete wave-breaker. In particular, this study demonstrated that the concrete floating breakwater can protect the fish farm against typhoons and reverse-waves, thereby reducing losses of the fish.

Experimental Evaluation on Structural Analysis of the Shear Key between Concrete-PE Modules (콘크리트-PE 부유체 모듈의 케이싱형 전단키 구조성능 실험평가)

  • Jeongsoo Kim;Yeon-Ju Jeong
    • Journal of the Society of Disaster Information
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    • v.19 no.3
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    • pp.545-553
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    • 2023
  • Purpose: This study proposes a casing type of shear key to connect with floating breakwater modules composed of concrete and PE(Poly Ethylene), and evaluates the structural performance of the shear key. Method: According to Eurocode, extreme load tests of shear keys with several cross-sections were conducted. Result: The maximum shear resistance of the casing type is 1.5 times than those of the plain concrete type, and the use of the casing shear key leads to ductile behaviors after its peak shear resistance than the shear key made of reinforced concrete. Conclusion: The use of the proposed casing type of shear key will contributes to improve the safety of the shear connection between modular structures.