• Journal of the Korea Concrete Institute
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• v.27 no.1
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• pp.21-28
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• 2015

Recent studies on concrete floating structure development focused on connection system of concrete modules. Precast concrete modules are designed to be attached by prestressing in the water, exposing the structure to the loads from water and making the construction difficult. Therefore, a development of bond material became a key issue in successful connection of floating concrete modules. In this study, micro-silica mixed aqua epoxy (MSAE) is developed for the task. Existing primer aqua epoxy, originally used as a bond material for the retrofit of concrete structures using fiber reinforced polymers, is evaluated to find the optimum micro-silica added mix proportion. Micro-silica of 0~4 volume % was mixed in standard mixture of aqua epoxy. Then, the material property tests were performed to study the effect of micro-silica in aqua epoxy by controlling the epoxy silane proportion by 0, ${\pm}5$, ${\pm}10%$. The optimum mix design of MSAE was derived based on the test results. The MSAE was used to connect concrete module specimens with the epoxy thickness variation of 5, 10, and 20mm. Then, 3-point loading test was performed to verify the bond capacity of MSAE. The results show that MSAE improves the bond capacity of concrete module.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.11a
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• pp.225-226
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• 2019

육상에서 발생한 부유쓰레기는 하천을 통해 해상으로 유입되어 선박 프로펠러 파손, 항로 점유 등 선박 운항 안정성에 지대한 영향을 미친다. 본 연구는 육상 기인 부유쓰레기의 해양 확산을 방지하고 나아가 선박 운항 안정성 확보를 위한 차단막과 차단막의 부유쓰레기 차단 성능 확보를 위한 플랫폼 및 계류, 앵커시스템 개발을 연구 목표로 한다. 본 구조물의 우선 설치 대상 해역은 가덕도 남동부 해안으로, 우천시 혹은 태풍 내습시 육상에서 발생하는 많은 해양쓰레기의 확산이 이루어지는 지역이다. 대상 해역의 환경하중 조건에서 플랫폼이 정상기능을 수행하도록 수치해석 기법을 기반으로 플랫폼 및 계류, 앵커시스템을 설계하고 설계 기준 적합성을 평가하였다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2007.11a
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• pp.348-351
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• 2007

This paper investigates the natural modes of moduled floating structure with module unit connector. As an example structure, a floating parking place($120m{\times}60m$) is considered. In the evaluation of natural modes, numerical equations are formulated by FEM(Finite Element Method) and the natural modes are solved by the subspace iteration method. By comparing results for various stiffness of module unit connector, the effect of stiffness of unit connector is examined.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.18 no.3
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• pp.356-360
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• 2008

This paper investigates the natural modes of moduled floating structure with module unit connector. As an example structure, a floating parking place($120m\;{\times}\;60m$) is considered. In the evaluation of natural modes, numerical equations are formulated by FEM(finite element method) and the natural modes are solved by the subspace iteration method. By comparing results for various sizes of module unit, the effect of unit size is investigated. By comparing results for various stiffness of module unit connector, the effect of stiffness of unit connector is also examined.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2007.05a
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• pp.1173-1176
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• 2007

This paper investigates the natural modes and static reponses of modularized floating structure. As an example structure, a floating parking place$(120m{\times}60m)$ is considered. In the evaluation of natural modes and static responses, numerical equations are formulated by FEM(Finite Element Method) and the natural modes are solved by subspace iteration method. By comparing responses of structures of various sizes of module unit, the effect of unit size is also investigated.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2006.11a
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• pp.237-240
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• 2006

This paper investigates the applicability of modularized floating structure. A floating parking place is considered as an example of moularized structure. It is assumed that the example structure is composed of reinforced concrete box modules and steel connectors. By analyzing stresses of the structure under static and wave loads, the optimal stiffness of the module is determined In the numerical calculation, the direct method is used Economical effectiveness of the modularized structure is also evaluated by analyzing cost for materials, manufacture and installation.

• Proceedings of the KIPE Conference
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• 2019.11a
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• pp.64-66
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• 2019

국내 수상태양광 발전시스템에 대한 연구는 2010년 정부의 지원을 통해 본격적으로 시작되었으며 주요 연구 내용은 수상용 태양광 모듈, 수상 태양광발전 시스템 설계, 부유체 안전 기술 및 실증과 같은 형태로 진행되었으며, 주요 성과로 육상 대비 5~10%의 발전량 향상 검증, 수상 태양광모듈 개발, 수상태양광 부유체 설계 등이 있었고, 수상태양광설비의 가격이 육상 대비 높았던 것을 고려하여 2015년 수상태양광설비의 REC 가중치가 1.5로 신설됨에 따라 수상태양광설비의 보급이 증가하는 계기를 맞이하였다. 국내 저수지 및 댐을 관리하는 한국농어촌공사 및 한국수자원공사가 수상태양광 보급에 주요한 역할을 하고 있다. 본 논문에서는 2019년 8월 부터 시작된 한국농어촌공사가 관리하고 있는 수상 태양광설비에 대한 현장조사 내용을 공유하고자 합니다.

• Journal of Navigation and Port Research
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• v.36 no.3
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• pp.197-204
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• 2012

The behavior of floating structures constructed with precast concrete modules is dependent of the behavior of joints between the concrete modules. To accurately predict the floating structure response under the ultimate loading, knowledge of joint behavior is essential. This study aims to investigate the structural behavior of concrete module joints under various configuration of joint and confining stress levels. The shear behavior, shear capacity and crack patterns of shear keys in concrete module have been studied. Test results indicated that the shear capacity of joints increased as shear key inclination increased. In addition, shear capacity of concrete module joint increased with the increase of confining stress levels. The test results were compared with the AASHTO design recommendations. The AASHTO design recommendations underestimated the shear strength of test specimens.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.11a
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• pp.323-324
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• 2018

기존의 태양광 발전은 임야와 전답 및 건물의 상부를 이용하는 육상 설치를 위주로 발전하였다. 그러나, 제한된 공간 및 여러 가지 한계 요인으로 인해 해상 태양광 발전에 대한 필요성 및 그에 대한 관심이 급속히 대두되고 있다. 이에 따른 해상 태양광의 일반적인 개요 및 해상 태양광에서의 부력체의 역할이나 고려 사항 등 전반적인 개념에 관한 내용을 정리하였다.

• Journal of Navigation and Port Research
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• v.37 no.2
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• pp.155-163
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• 2013

This study explores the structural behavior of module joints in floating concrete structures subjected to shear. Crack patterns, shear behavior and shear capacity of shear keys in joints of concrete module were investigated. Test parameters included shear key shape, or inclination of shear keys, confining stress levels and compressive strength of concrete. Test results showed that shear strength of joints increased as shear key inclination increased. Test results also showed that shear strength of concrete module joints increased with the increase of confining stress levels. The equation for predicting shear strength of joints was suggested, which was based on the test results. Shear strength prediction by using the equation suggested in this study showed good agreement with test results.