• 제목/요약/키워드: erection plan

검색결과 23건 처리시간 0.025초

연성개폐 지붕구조물 Erection 시공법에 관한 사례 연구 (The Case Study on the Erection Construction Method for Soft Retractable Roof Structures)

  • 박금성;김형도;곽명근
    • 한국공간구조학회논문집
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    • 제16권4호
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    • pp.101-108
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    • 2016
  • Lifting plan in the large spacial structure is an important factor influencing the efficiency and economy of the construction process. The purpose of this study was deriving the requirements for lifting techniques as the basic research in the double spoke wheel roof structure construction. In the lift up erection method, management plan of the interference error in the column and outer-ring was needed that occur during lifting roof structure. In the bent erection method, material usage reduction plan was required by the structural design of the temporary bent. In the hybrid erection method, lifting plan was needed that minimizes weather condition and crane usage. All lifting techniques were required Value Engineering model for reduction of cost and construction period.

초대형 건축물의 PC부재 양중작업 사례연구 (Case Study of Precast Concrete Erection Work of the Heavy-Loaded Long Span Structure)

  • 조원현;나영주;김선국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2016년도 춘계 학술논문 발표대회
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    • pp.58-59
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    • 2016
  • Along with the logistics development, heavy-loaded warehouses and sales facilities tend to be bigger and designed as a PC structures. PC erection work of heavy-loaded structures is influenced by various factors, including the required construction duration, site and surrounding situations, safety, PC member procurement, equipment rental cost, which ultimately impact the construction cost. It requires creative efforts and a lot of time when preparing an erection plan in consideration of these factors, and the plan prepared has a great influence on safety as well as the construction duration and cost. However, many engineers do not have enough experiences on PC erection work of heavy-loaded, long span structures, making it difficult for them to set erection plans and establish simulations. The study's results will provide a knowledge to obtain a solution for engineers to establish PC erection plans of heavy-loaded, long span structures.

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대형물류센터 PC부재 양중을 위한 크레인 궤적거리 산정 기초 연구 (A Basic Study of Crane Trajectory Distance Calculation for Sustainable PC Members Erection of Large Logistic Building)

  • 임지영;오진혁;김선국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.77-78
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    • 2023
  • As large logistics buildings have high floor heights and long spans, these buildings are designed as PC structures, and large cranes are used to lift PC members. PC erection planning can generally cause errors depending on the field engineer's experience. To solve this problem, a basic analysis method is needed to establish a systematic PC member erection plan. Crane work can be minimized if the trajectory is easily and quickly calculated according to the location of the crane and applied to the site. Therefore, the objective of this study is a basic study of crane trajectory distance calculation for sustainable PC members erection of large logistic building. In this study, a crawler crane commonly used for lifting PC members is limited. The trajectory distance for the PC erection plan was automatically calculated using the algorithm.

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변동성을 고려한 탑재프로세스 모델링과 시뮬레이션에 관한 연구 (A Study on the Erection Process Modeling and Simulation considering Variability)

  • 임현규;이용길;김병철;우종훈
    • 대한조선학회논문집
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    • 제53권2호
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    • pp.101-107
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    • 2016
  • Generally, the shipbuilding industry has finite resources and limited workspace. Due to finite resources, limited workspace and state of block preparation, erection process in shipbuilding industry is frequently delayed than erection process scheduling which is planned at long-term plan stage. In this study, considering variability of block reserve ratio, the degree of delay in real erection process is measured and compared to scheduling which is planned at long-term plan stage in shipbuilding industry including finite capacity and variative lead time. Also, the erection process scheduling which has minimum lead time can be checked through simulation. The results of this study could be improved the accuracy of erection process scheduling by checking the main event compliance ratio by block reserve ratio and calculating the optimum erection pitch for the main event compliance.

PC 부재 설치계획의 영향요인 및 인과관계 분석 (Influence Factors and Ralationship Analysis on Precast Concrete (PC) Component Erection Plan)

  • 오진혁;이동주;김선국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.90-91
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    • 2021
  • Large logistics centers are being built around the world. Most of these buildings have characteristics of long span and heavy load, and use PC (precast concrete) structure for quick construction. There have been few attempts to systematically analyze the various influencing factors of PC erection planning. In this study, we intend to analyze the influencing factors necessary for the creation of a sustainable PC erection planning algorithm.

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Spatial Scheduling in Shipbuilding Industry

  • Duck Young Yoon;Varghese Ranjan;Koo Chung Kon
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2004년도 학술대회지
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    • pp.106-110
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    • 2004
  • In any large heavy industry like that of ship building, there exist a lot of complications for the arrangement of building blocks optimally for the minimal space consumption. The major problem arises at yard because of laxity in space for arranging the building blocks of ship under construction. A standardized erection sequence diagram is generally available to provide the prioritised erection sequence. This erection sequence diagram serves as the frame work. In order to make a timely erection of the blocks a post plan has to be developed so that the blocks lie in the nearest possible vicinity of the material handling devices while keeping the priority of erection. Therefore, the blocks are arranged in the pre-erection area. This kind of readiness of blocks leads to a very complex problem of space. This arises due to the least available space leading to an urgent need of an availability of intelligent spatial schedule without compromising the rate of production. There exists two critical problems ahead namely, the spatial occupation layout of pre-erection area and the emptying pattern in the spatial vicinity. The block shape is assumed be rectangular. The related input data's are the dates of erection (earliest as well as the latest), geometrical parameters of block available on pre-erection area, slack time and the like.

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선행 탑재장에서의 공간일정계획에 관안 연구 (A Study on Spatial Scheduling in the P.E. Stage)

  • 구충곤;윤덕영;배태규;조민철
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2004년도 학술대회지
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    • pp.61-66
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    • 2004
  • In this paper an effort is made to develop an innovative spatial arrangement concept pertaining to ship building industry. The spatial scheduling is the problem that concentrates on effective planning of available space and arrangements of blocks and in a priority manner. In order to create an effective spatial scheduling. a database providing the priority has to be available to make the erection sequence. Such a system works hand in hand with erection sequence generator program The erection sequence program works on the conventional network analysis method which uses a typical parent-children idea for the calculation of the ENT(possible earliest network start time) and LNT(possible latest network start time). This program works in a cyclic manner taking turns by calculating the ENT in upward trace and LNT on the return trace thereby generating the entire erection sequence diagram for the requisite problem The generated database serves as an input data for spatial scheduling problem. When the system works it takes into consideration the entire system based on heuristic concepts as mentioned. There system uses the spatial aspects such as the available area of the P. E area and plan area of the corresponding blocks and its priority of erection from the erection sequence generator program develops the spatial scheduling arrangement. In this paper using all these concepts an innovative spatial schedule development system developed.

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철골세우기의 현장생산성 측정 및 영향요인 분석 (Productivity Measurement and Analysis on Factors in Steel Erection)

  • 이지용;허영기;안방률
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 추계 학술논문 발표대회
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    • pp.123-127
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    • 2008
  • As buildings becoming higher and more enormous the portion of steel works has been increased, which makes the schedule planning and management more significant. However, in actual construction sites, management is more based on a manager's construction experience than productivity data accumulated in previous projects. Moreover, most of the existing studies also featured a theoretical approach rather than an analysis of data straightforwardly collected in sites. In this study, a steel-erection site was visited to collect productivity data. The study found that there were significant disparities between aboveground work productivity and underground work. However, the productivities of 'first node on ground' and 'second node on ground' were estimated similar. The productivity data collected and factors affecting the productivity will help managers to plan and control their similar steel-erection works. This study will also be beneficial for those performing related studies.

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유전 알고리즘을 이용한 탑재 공정과 일정 계획 (Erection Process Planning & Scheduling using Genetic Algorithm)

  • 이재원;김훈주
    • 대한조선학회논문집
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    • 제32권1호
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    • pp.9-16
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    • 1995
  • 탑재 공정 계획은 도크 공기를 만족토록 탑재 전략과 탑재 블록 순서를 결정하는 것이며, 탑재일정 계획은 결정된 탑재 순서에 따라 블록의 탑재일을 결정하는 것이다. 일정 계획에 따라 부하 분포가 다양한 양상을 보이며, 이는 생산 비용에 영향을 미친다. 제한된 가용 자원을 효율적으로 사용하면서 최단 공기에 탑재를 완료할 수 있는 최적의 공정 계획을 수립하기 위해서는 공정 계획과 일정 계획의 다양한 조합에 대해 시뮬레이션해 볼 수 있어야 한다. 최적 탑재 공정 계획 시스템 구축을 위해서는 탑재 순서를 자동으로 생성하는 시스템과 부하 평준화 시스템이 요구된다. 본 논문에서 탑재 순서 자동 생성 방안을 약술하였다. 부하 평준화는 같은 도크 기간에 건조하는 모든 선박에 대해 동시에 행하여야 신뢰성 있는 결과를 얻을 수 있다. 이럴 경우 탐색 범위가 매우 넓어짐으로 효율적인 최적화 기법이 필요하다. 본 연구에서는 유전 알고리즘을 이용한 부하 평준화 시스템을 구현하였다. 본 시스템 개발로 일정 계획이 고려된 다양한 공정 계획 시뮬레이션이 가능하다.

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철골세우기 작업의 영향요인별 현장생산성 측정 및 분석 (Productivity Measurement and Analysis on Factors in Steel Erection)

  • 허영기;이지용;윤석헌;태용호;안방률
    • 한국건축시공학회지
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    • 제9권2호
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    • pp.31-38
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    • 2009
  • In today's construction industry, buildings have been more complicated and higher, the demands of steel works have been increasingly concerned, which makes the schedule planning and management more significant. However, in actual construction sites, management is more based on a manager's construction experience than productivity data accumulated in previous projects. Moreover, most of the existing studies also featured a theoretical approach rather than an analysis of data straightforwardly collected in sites. In this study, a steel-erection site was visited to collect productivity data. The study found that there were significant disparities between aboveground work productivity and underground work; one tower crane operated work and two tower crane operated; and work productivity conducted in clear weather condition, cloud and rainy. However, the productivities of 'first node on ground' and 'second node on ground' were estimated similar. The productivity data collected and factors affecting the productivity will help managers to plan and control their similar steel-erection works. This study will also be beneficial for those performing related studies.