• 국제학술발표논문집
• /
• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
• /
• pp.445-452
• /
• 2011

The schedule hierarchy in construction project is generally composed of three levels. The highest level is a milestone schedule and represented by Bar Chart format. The middle level is an integrated project schedule (IPS) and represented by CPM (Critical Path Method) format. The lowest level is a detail working schedule and usually represented by Bar Chart. The traditional scheduling techniques such as ADM (Arrow Diagramming Method) or PDM (Precedence Diagramming Method) cannot represent all kinds of schedule within schedule hierarchy as identical schedule format. However, the BDM (Beeline Diagramming Method) technique can represent all kinds of schedule within schedule hierarchy as identical CPM format. This paper describes the basic concept, principle, interpretation methods, and schedule computation methods of the BDM as a new networking technique that can represent all kinds of overlapping relationships between activities, and then presents an example of representing three level's schedules within schedule hierarchy by the BDM technique.

• 국제학술발표논문집
• /
• The 5th International Conference on Construction Engineering and Project Management
• /
• pp.391-396
• /
• 2013

As the construction environment has been changing all the times, the techniques for managing the construction projects have been improved accordingly. The schedule management technique, one of the construction management tools, has been evolved as well in order to be adaptable to new construction environment. Most of newly proposed scheduling techniques have been based on the Critical Path Method (CPM) that was proposed in 1956. The CPM is classified into two categories, Arrow Diagramming Method (ADM) and Precedence Diagramming Method (PDM). ADM is so good in the visual format but it cannot express the overlapping relationships between two consecutive activities. On the other hand, PDM can express the overlapping relationships but it is unsatisfactory in the visual format. Recently, as the construction environment becomes more complex and the role of schedule management becomes more and more important, the overlapping expression becomes one of critical factors for scheduling as well. Most of construction project participants prefer more comfortable visual format, however, the scheduling software based on the PDM cannot satisfy their basic requirement. Beeliner, new scheduling software based on the Beeline Diagramming Method (BDM) that was proposed in 2010, was developed in 2012, it can express more flexible overlapping relationships and has superior visual format as well. This paper presents major features and applications of Beeliner, and makes construction professionals understand new scheduling concept and its applications.

• 한국건설관리학회논문집
• /
• 제13권5호
• /
• pp.144-152
• /
• 2012

현재 건설사업 실무에 활용되는 대부분의 공정관리 소프트웨어들은 PDM(Precedence Diagramming Method) 기법을 적용하고 있는데 이는 작업 간 중복표시가 가능하기 때문이다. 그러나 기존 PDM방식의 작업 간 중복관계는 선 후행 작업간 착수 및 종료시점을 연결하는 네 가지 조합으로 표시되는데, 실제 건설 사업에서 선 후행 작업 간 중복관계는 작업의 중간시점 어디에서라도 상호 연관관계를 가질 수 있지만 PDM기법은 이를 효율적으로 표현하지 못한다. 따라서 본 연구에서는 작업 간 중복관계를 표시할 때, 작업의 착수와 종료시점에만 국한되지 않고, 작업의 중간 어느 시점에서도 작업 간 상호관계를 연계시킬 수 있을 뿐만 아니라 복수의 중복관계도 표시 할 수 있는 새로운 공정관리 기법인 BDM(Beeline Diagramming Method)기법으로 기존 PDM기법의 네 가지 표현방법을 전환시키는 방법을 제안한다. 이를 통해 기존의 PDM기법으로 작성된 CPM공정계획이 BDM기법의 CPM(Critical Path Method) 공정계획으로 전환이 가능하게 되며, BDM기법의 장점을 활용하여 공정관리의 효율성을 향상시키며 궁극적으로 공정관리의 발전에 기여하고자 한다.

• Architectural research
• /
• 제11권2호
• /
• pp.43-49
• /
• 2009

Since the late 1980s, the schedule technique applied to the construction industry around the world has rapidly changed from the traditional ADM (Arrow Diagramming Method) to the PDM (Precedence Diagramming Method) technique. The main reason for this change is to overcome the limits and inconveniences of the traditional ADM technique. The time-cost trade-off is one of the core scheduling techniques to establish the best optimized combination plan in terms of a relationship between the cost and schedule. However, most of the schedule-related textbooks and research papers have discussed and proposed applications of a time-cost trade-off technique based only on the Finish to Start relationship. Therefore, there are almost no consideration and discussion of problems or restrictions that emerge when the time-cost trade-off technique is applied to the PDM network that has overlapping relationships. This paper proposes the lead-time adjustment method as a methodology for overcoming some restrictions that are encountered when the time-cost trade-off technique is applied to the overlapping relationships of the PDM network.

• 터널과지하공간
• /
• 제24권3호
• /
• pp.234-242
• /
• 2014

대심도 시추공사는 불확실성을 가진 공사영향요소가 많고, 시공리스크가 크며, 공사성능관리의 효율화여부에 따라 프로젝트의 경제성에 큰 영향을 미치기 때문에 체계적이고 효과적인 관리가 수행되어야 한다. 특히, 시추공사는 수많은 참여주체가 협업하여 진행되기 때문에, 실시간으로 발생되는 모든 시추정보는 원활하게 공유되어야 효율적인 성능관리가 수행될 수 있다. 본 연구에서는 지열정 설계정보를 활용하여 3차원 설계모델을 작성하였다. 또한, 지열정의 각 구간별로 최적화 설계된 성능제어변수 및 공기에 대한 성능정보의 예측결과를 3차원 모델과 연계하여 4D(3D+time)기반 진도 시각화시스템을 구축하였다. 공정간 선후행 관계 및 각 소요공기를 바탕으로 효과적인 공정 모델을 구축하기 위하여 선후행도형법을 활용하여 정보화 공정네트워크를 작성할 수 있는 모듈을 개발하여 3차원 정보와의 연계효율성을 고려하였다.

• 토지주택연구
• /
• 제8권3호
• /
• pp.189-200
• /
• 2017

The work breakdown structure and the precedence relations by work activity are very important because they are the basic data for estimating the construction duration in the construction work. However, there is no standard to accurately estimate the construction duration since the size of the school facilities construction is smaller than the general construction work. Therefore, some schools are unable to open in March or September and the delay of the construction duration can cause damage to the students. To solve this problem, this study developed a work breakdown structure of school facilities construction work and analyzed the precedence relations by work activities. The work breakdown structure of the school facilities construction is composed of three steps. The operations corresponding to level 1 and level 2 are as follows. (1) 2 preparatory work categories; preparation period and temporary construction. (2) 17 architectural work categories; temporary construction, foundation & pile work, reinforced concrete work, steel roof work, brick work, plaster work, tile work, stone work, waterproof construction, wood work, interior construction, floor work, metal work, roof work, windows construction, glazing work and paint construction. (3) 7 mechanic and fire work categories; outside trunk line work, plumbing work, air-conditioning equipment work, machine room work, city gas plumbing work, sanitation facilities and inspection & test working. (4) 4 civil work categories; wastewater work, drainage work, pavement work and other work. (5) 1 landscaping work categories; planting work. The work breakdown structure was derived from interviews with experts based on the milestones and detailed statements of existing school facilities. The analysis of precedence relations by school facilities work activity utilized PDM(Precedence Diagramming Method)which does not need a dummy and the relations were applied using FS(Finish to Start), FF(Finish to Finish), SS(Start to Start), SF(Start to Finish). The analysis of this study shows that if one work activity is delayed, the entire construction duration may be delayed because the majority of the works are FS relations. Therefore, it is necessary to use the Lag at the appropriate time to estimate the standard construction duration of the school facility construction. Lag is a term used only in the PDM method and it is used to define the relationship between the predecessor and the successor in creating the network milestone. And it means the delay time applied to the two work activities. The results of this study can reasonably estimate the standard construction duration of school facilities and it will contribute to the quality of the school facilities construction.