• 대한조선학회 특별논문집
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• 대한조선학회 2009년도 특별논문집
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• pp.97-106
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• 2009

Many production methods are tried to enhance the productivity efficiency. Parallel connected floating cranes are one of the examples to lift mega-blocks quickly and efficiently. However, a general operation manual to operate parallel connected floating cranes and a method to consider risks during lifting operation are not confirmed. And if each floating crane is operated by itself, it is very hard to cooperate. Therefore, Synchronized operation system is installed to control parallel connected floating cranes simultaneously and to be informed of each floating cranes data. And weighting factor is calculated by considering all hazards during the operation and the general operation manual is confirmed based on the factor. This paper introduces the procedure for lifting operations by parallel Connected Floating Cranes using synchronized operation system, and its applications to lifting operation of a heavy cargo such as barge lifting test, floating dock installation and 900 ton goliath crane replacement operation, etc.

• 한국해양공학회지
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• 제25권4호
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• pp.7-11
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• 2011

The installation phase for a topside module suggested can be divided into 9 stages, which include start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the topside module from a transport barge to a crane vessel takes place in the first three stages, from start to lifting, while the transfer of the module onto a floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with significant wave height (1.52m), with suggested force equilibrium diagrams. The effects of the hydrodynamic interactions between the crane vessel and barge during the lifting stage have been considered. The internal forces caused by the load transfer and ballasting are derived for the lifting phases. The results of these internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the lifting phases, the internal force induced pitch motion is too small to show its influence. However, the effect of the internal force on the wave-induced heave responses in the lifting phases is noticeable in the irregular sea condition because the transfer mass-induced draught changes in the floating structure are observed to have higher amplitudes than the external force induced responses.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.400-403
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• 2004

In conventional methods, the availability of floating crane has determined the size of a concrete caisson. However, this paper introduces a new method for larger caisson production that make it possible to complete caisson fabrication and launch out without use of floating crane. The new method carries out multi-step fabrication of caisson and horizontal transfer of caisson on a single casting bed which consists of collapsible soffit form, trough, aero go watercaster system or low frictional PTFE added jacking system, half-submergible floating dock. To make the new method successfully launched, the static and dynamic analysis is carried out to obtain the stability of caisson launching and experimental research is conducted in evaluating friction occurred between PTFE pad and steel track. Lastly, the comparison of the new method and the conventional method are detailed. With significant benefits in construction costs reduction and construction time reduction, this new method in this paper would be recommended for extensive application in large port and harbor construction projects.

• 전산구조공학
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• 제26권2호
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• pp.31-36
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• 2013

• 전산구조공학
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• 제26권1호
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• pp.66-74
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• 2013

• 한국전산구조공학회논문집
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• 제26권4호
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• pp.233-239
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• 2013

신재생, 친환경 에너지에 대한 관심의 증가로 최근 상당수의 풍력 발전기가 설치되고 있다. 특히, 육상과 달리 부지 확보의 어려움도 없고 고품질의 바람을 얻을 수 있다는 점에서 해상 풍력 발전기가 더욱 주목을 받고 있다. 이와 같은 장점을 가진 해상 풍력 발전기는 육상의 조선소 등에서 제작된 후, 해상 크레인을 이용하여 운용 지점까지 이송되어 설치되는데, 이때 그 크기의 거대함과 고가라는 이유로 무엇보다 안전이 보증되어야 한다. 따라서 본 연구에서는 해상 풍력 발전기의 이송 및 설치 시 안전성을 보증하기 위한 근거로서, 다물체계 동역학 기법을 활용하여 해상 크레인에 연결된 해상 풍력 발전기의 동역학 해석을 수행하였다. 그 결과, 본 기법이 해상 풍력 발전기의 이송 및 설치방법에 대한 검증용으로 충분히 활용 가능함을 확인할 수 있었다.

• 한국산학기술학회논문지
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• 제16권6호
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• pp.3680-3684
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• 2015

조선소에서 데크 크레인은 지상에 설치된 타워 크레인이나 해상 크레인을 사용하여 리프팅 설치 방법에 의해 선박에 탑재된다. 데크 크레인의 두 점 리프팅 설치 작업 시에는 임시 고정 지그 등을 사용하는데, 안전한 리프팅 작업을 위해서는 고정 지그의 형상 및 설치 위치를 고려한 리프팅 안전성 평가가 선행되어야 한다. 본 연구에서는 데크 크레인 및 고정 지그에 해당하는 유한요소해석 모델을 각각 생성하고, 리프팅 반력 및 경계 조건을 적용한 구조 해석을 수행하여 리프팅 설치 작업에 대한 안전성을 평가하였다. 본 연구에서 제시한 안전성 평가 방법은 다양한 데크 크레인의 리프팅 설치 작업 시에 보다 안전한 리프팅 작업 가이드를 제공할 수 있는 해석적 툴로 활용될 수 있다.

• 대한조선학회 특별논문집
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• 대한조선학회 2009년도 특별논문집
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• pp.107-114
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• 2009

In the recent large block are used to build the ship to improve productivity. For this reason, two or more floating cranes that are connected in parallel is the trend. Typically, when working with floating crane load safety factor is considered. Even in the parallel operation, load safety factor is calculated similar to working alone. For this reason, operations do not guarantee the reliability or excessive safety factor applied. Therefore, the subdivided cases for calculating the safety factor are defined when parallel connected floating cranes are operated. Based on those cases, the operation standard is made about procedure using parallel connected floating cranes. And to verify this, dynamics simulation was performed for verification using the dynamics simulation program.

• 대한조선학회논문집
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• 제49권3호
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• pp.273-279
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• 2012

The concept of the Mobile Harbor had been made recently as a kind of feeder vehicle to transfer a certain amount of container boxes (i.e. 250 TEU at a time) from main ocean container vessels over 5,000 TEU capacity to the container terminal on land. In a harbor a short distance apart from the land, the container loading/unloading operation has to be performed on the main deck of the Mobile Harbor using the container cranes in the state of side-by-side mooring with protection of fenders and robot arms in the gap. Even under the ocean condition of the sea state class 2 or 3, the operation has to be confirmed to be safely performed. In this situation, the floating bodies considering the multiple-body interaction effect also has to be examined whether they might behave safely or not. Especially, this study focuses on the dynamic behavior of the Mobile harbor when a container box is hanged on the crane and the impact load due to the slewing motion is imposed in a certain sea state. The motion response should be controlled within the motion level to assure the safe operation.

• 대한조선학회 특별논문집
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• 대한조선학회 2015년도 특별논문집
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• pp.1-8
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• 2015

In general, the strength assessment for heavy lift vessel is carried out under two stages. The first stage is to comply with the requirement of KR (Korean Register of Shipping) Steel Barges and Rules for Classification of Steel Ships. At the second stage, the structural strength analysis by Finite Element Method is peformed. This paper describes the strength assessment considering various loads for the heavy lift vessel of sheerleg type.