• Title/Summary/Keyword: Block Erection Network

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Load Leveling of Block Erection Network Using Diminution of Maximum Load Based on Constraint Satisfaction Technique (제약만족기법 기반의 최대부하감소를 통한 탑재 네크워크의 부하평준화)

  • Ryu, Ji-Sung;Kim, Hong-Tae;Park, Jin-H.;Lee, Byung-No;Shin, Jong-Gyu
    • Journal of the Society of Naval Architects of Korea
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    • v.41 no.5
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    • pp.55-62
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    • 2004
  • The logistics of entire shipbuilding process are integrated during the block erection process and the schedules for the erection process are made prior to. the schedules of any other processes. Therefore, efficient scheduling of the block erection process are one of most important issues in shipbuilding. There are only a few studies published regarding block erection scheduling methods because of its complexity and variability. This paper proposes an algorithm for diminution of maximum load based on constraint satisfaction technique. it is developed primarily for the efficiency in load leveling and applicability to the actual block erection process. The proposed algorithm is applied to actual block erection process and the results shows improvements in load leveling. It can also be used for the scheduling of fabrication, sub-assembly, and assembly to improve load leveling.

A CSP-based Load Leveling Algorithm for Ship Block Erection Network

  • Ryu, Ji-Sung;Park, Jin-Hyoung;Kim, Hong-Tae;Lee, Byung-No;Shin, Jong-Gye
    • Journal of Ship and Ocean Technology
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    • v.10 no.2
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    • pp.37-44
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    • 2006
  • The erection in shipbuilding is the process to assemble all the blocks one by one in certain order and requires more leveled and efficient schedule than other processes do. However, erection schedule includes too many constraints to be systemized with simple programs and constraints are changed frequently. These difficulties make it rare to find automatic erection schedule generation system with load leveling ability. In this paper, a CSP (Constraint Satisfaction Problem)-based load leveling algorithm using a maximum load diminution technique is proposed and applied to the block erection scheduling of a dock in a shipyard. The result shows that it performs better than currently used scheduling method based on empirical logics. The maximum load of welding length and crane usage are reduced by 31.63% and 30.00% respectively. The deviation of resource usage amount also decreases by 8.93% and 7.51%.

Application of Sensor Technology for the Efficient Positioningand Assembling of Ship Blocks

  • Lee, Sang-Don;Eun, Seong-Bae;Jung, Jai-Jin;Song, Ha-Cheol
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.2 no.3
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    • pp.171-176
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    • 2010
  • This paper proposes the application of sensor technology to assemble ship blocks efficiently. A sensor-based monitoring system is designed and implemented to improve shipbuilding productivity by reducing the labor cost for the adjustment of adequate positioning between ship blocks during pre-erection or erection stage. For the real-time remote monitoring of relative distances between two ship blocks, sensor nodes are applied to measure the distances between corresponding target points on the blocks. Highly precise positioning data can be transferred to a monitoring server via wireless network, and analyzed to support the decision making which needs to determine the next construction process; further adjustment or seam welding between the ship blocks. The developed system is expected to put to practical use, and increase the productivity during ship blocks assembly.

A Study on the Behavior & Buckling Characteristics of Single-Layer Latticed Domes in the Erection Process (단층 래티스 돔의 Erection 중 거동 및 좌굴 특성)

  • Jung, Hwan-Mok;Kim, Cheol-Hwan;Hwang, Dong-Gyu
    • Journal of Korean Association for Spatial Structures
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    • v.8 no.3
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    • pp.45-51
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    • 2008
  • A single layer-latticed dome is advantageous for large span structures because it is very stiff despite the light weight of the structure itself. However, this structure becomes easily unstable during erection due to its large size. The Block method is popular with the large span structures. A partial block of the dome is fabricated on the ground and lifted by crane to a designated location of structures. The lifting point selection is very important to create a stable erection and to avoid buckling of members during the erection. The purpose of this study is to analyze the structural behaviors and buckling characteristics according to the lifting point of single-layer latticed domes with triangle network in order to take materials about the safe and economic erection. The conclusions are obtained as follow. 1) The buckling strength of the block part varies with the location of lifting points when it is erected. In case, the height of the dome is lower, the effort of buckling strength of the structure is higher. 2) In buckling strength, the effect of the lifting rope length is smaller than it of the lifting points change.

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Ship Hull Block Erection Simulation In Consideration of Resource Constant and Work Environment (Dock의 자원과 작업환경을 고려한 탑재 Simulation)

  • Kim, Jong-Je;Chul, Cha-Hee
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2002.05a
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    • pp.47-50
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    • 2002
  • 선반건조 일정계획에 있어서 탑재 공정은 전체 생산일정 계획 중 선박 한 척에 대한 계획의 시발점이 되며, 병목현상 등을 유발하여 다른 일정에 가장 큰 영향을 주게 되는 공정이다. 최근 많은 조선소에서 하나의 Dock 내에서 두 착 이상의 배를 동시에 건조하는 tandem 방식을 택하고 있어 dock 내의 한정된 Crane 의 개수와 Crane의 Capacity, 공수 등의 자원, 그리고 작업환경에서 일어날 수 있는 여러 가지 변수들을 제대로 고려하지 못 했을 시에는 일정의 차질과 Dock의 회전율을 떨어트리게 한다. 본 논문에서는 가상공간에 하나의 Dock 를 만들어서 일정계획에서 작성한 Network를 사용하여 실제 작업하게 해서 그 Network가 현장에서의 최적한가를 점검하게 하고 현장에서 수정하는 작업을 줄이게 하는 것의 방법으로 simulation을 개발하였다.

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