• Title/Summary/Keyword: Construction phases

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Development of BIM-based Information Management Model for Efficient Building Maintenance (건축물 유지관리 효율성 향상을 위한 BIM 기반 정보관리 모델제시)

  • Sung, Min-Woo;Kim, Ka-Ram;Yu, Jung-Ho
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.137-140
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    • 2011
  • A systemic building maintenance management is necessary to supply an convenience and safety environment by maintain the origin features for a building's life. However, the exist maintenance management system has some problems such as interoperability of information or standardization of data. In those reasons, a critical information for maintenance a building may be lost and changed. In addition, the data could be crashed or lost on a process of re-input or re-produce. This paper purpose the interoperability in exchanging data between design/construction and operation phases. In addition, this model will enhance the efficiency of building maintenance tasks through information quality improvement and data reproduction prevention.

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A Study on the Phase and Tendency of Enlargement Construction of Exclusive Using Area in Apartment (아파트 전용면적 확대공사 행위의 형태와 경향에 관한 연구)

  • 김은중
    • Korean Institute of Interior Design Journal
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    • no.37
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    • pp.55-62
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    • 2003
  • Recent time, there appear many cases of remodeling construction concluding enlargement of exclusive using area in Apartment. These constructions show several phases according to the size of apartment and use of the each room. In small size apartment the cause of enlargement construction is usually the desire for having enough dwelling space. But in large size apartment that is usually the desire for having usuful and effective dwelling space. In these remodeling constructions owner or designer change the interior design of each rooms and the Intoner materials. These changes show several tendencies by the sizes of apartments and use of the each room.

Influence of Climate Change on the Lifecycle of Construction Projects at Gaza Strip

  • El-Sawalhi, Nabil;Mahdi, Mahdi
    • Journal of Construction Engineering and Project Management
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    • v.5 no.2
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    • pp.1-10
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    • 2015
  • There is a high confidence based on scientific evidence that climate is changing over time. Now climate change is considered as one of the challenges facing the construction industry. As no project is risk free and climate change has a strong impact on the different phases of the construction project lifecycle. This research aimed at providing a platform of knowledge for the construction management practitioners about the impacts of climate change on the construction projects lifecycle, identify the most dangerous climate change factors on the construction project lifecycle, and identify the most affected phase by climate change factors through the construction projects lifecycle. The study depended on the opinions of civil engineers who have worked in the construction projects field among the reality of Gaza Strip. Questionnaire tool was adopted as the main research methodology in order to achieve the desired objectives. The questionnaire included 127 factors in order to obtain responses from 88 construction practitioners out of 98 representing 89.79% response rate about the influence of climate change on the generic lifecycle of construction projects. The results deduced that the most significant influence on the construction project lifecycle was related to the extreme weather events, rainfall change, and temperature change respectively. There was a general agreement between the respondents that the most affected phase by temperature, rainfall, and extreme weather events is the execution phase. The results also asserted with a high responses scale on the need to alternative procedures and clear strategies in order to face the climate change within construction industry.

On the Characteristics of the Water Quality Changes due to the Development Phases of Pusan Port (부산항의 개발단계별 수질환경변동특성에 관한 연구)

  • 고영찬;김종인;류청로
    • Journal of Ocean Engineering and Technology
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    • v.14 no.3
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    • pp.11-19
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    • 2000
  • This study aims to examine the characteristics of the water quality variation in relation to the change of water exchange rate with respect to the development phases of the Pusan port. To clarify the characteristics, water exchange caused by the variations of coastline shape and water surface area was examined by the numerical experiments using the Lagrangian particle tracking model based on 2-D shallow water equation. As the results of numerical experiments, it was proved that the water exchange in the Pusan port was decreased mainly due to the port development and the breakwaters construction. During the port development phases from 1875 to 1998, 35% of the sea-space in the port had decreased to make hinterland spaces. This resulted in the loss of wet-land and coastline change as well as decrease of the water exchange rate at the sea side. The city population in that period had rapidly increased from several thousands to 4 millions, resulting in the large discharge of sewages into the port area. Under the these environmental conditions, it can be clearly said that the water quality in the Pusan port is sensitively affected by the discharge of urban sewages decrease of the water exchange rate in relation to port and urban developments. In the study, the temporal changes of water quality were discussed with respect to the port development phases. It was clear that the water quality wad controlled by the exchange rate change under the port development as well as the input impact into the port from the urbanized city area. To make clean sea of the Pusan port, it is suggested that the sewage control, the water exchange and coastline control should be systematically checked under the concept of eco-friendly development and environmental management.

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Suggestion and Verification of Assessment model on Construction Cost of Steel Box Girder Bridge in Project Performance Phases (사업 수행 단계별 강박스거더교 공사비 산정 모델 제시 및 검증)

  • Jeon, Eun-Kyoung;Kyung, Kab-Soo;Park, Jin-Eun;Kang, Sin-Hwa
    • Journal of Korean Society of Steel Construction
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    • v.22 no.1
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    • pp.55-65
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    • 2010
  • To effectively secure and execute the national budget, it is very important to estimate the reasonable construction cost of each process in the construction of public facilities and works. The construction cost is generally estimated at the time when the design of the targeted structures has been completed. Without detailed sectional drawings and with only simple information on bridge structures in the planning stage or in the early design stage. it would be very difficult to predict the approximate construction cost. In this study, a more efficient and appropriate approximate construction cost estimation model in the planning stage and in the early design stage is presented and verified as reliable by analyzing the construction cost data of 61 existing steel box girder bridges from previous studies. The results of this study show that when the construction cost that was predicted using the construction cost estimation model in the design stage was compared with the cost from the conventional standards, the suggested model in this study produced results with a very high confidence level.

A Case Study of the Construction Project Management Applied to New Catholic Medical Center Construction Project ('가톨릭중앙의료원 새병원 및 성의회관 건립공사'CM수행사례 소개)

  • Kim, Hyo-Seong;Park, Young-Soon;Kim, Chan-Joong
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2006.11a
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    • pp.37-44
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    • 2006
  • The construction management has been applied for the first time in South Korea on the New Catholic Medical Center. The construction of the project has been controlled and managed by the CMr, as Client's agent from the very beginning stage of construction when the block plan is being established by the Contractor's design consultant. As CMr generally gets involved in the project throughout the entire construction phases on behalf of the Client, Parsons Brinckerhoff has been delivering high quality solutions that satisfy the Client's requirements in Pre-construction stage and also brought practical and innovative engineering solutions in a time and cost effective method. The objective of this case study is to describe works executed by CMr in Pre-construction stage ; and, analyze the positive effects by applying CM to the project. Therefore, it is anticipated that CM procedure might be introduced and adapted to the up-coming hospital construction projects.

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A Development of the Risk Identification Checklist through the Re-establishment of Risk Breakdown Structure of Construction Project (건설사업 위험분류체계의 재정립을 통한 위험인지 체크리스트 개발)

  • Chu Hae-Keum;Kim Seon-Gyoo
    • Korean Journal of Construction Engineering and Management
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    • v.4 no.2 s.14
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    • pp.109-117
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    • 2003
  • The construction project is largely exposed to much more risk events over the project life cycle due to its complexity and size than the other industries. Therefore, the construction risk management process to identify and response the risk events is not only performing acutely but also proceeding systematically. The risk identification phase in the risk management process is to identify various risk events and define its characteristics. At this phase, the risk identification system is very useful tool to identify every possible risk events in the project. This study shows some problems of the existing risk identification system and proposes the modified risk identification system based on the project phases and the contract bodies, and also suggests partial but more enough detailed risk checklists to be implemented in the actual risk identification phase than any other existing risk breakdown systems to be examined at this study.

An Improved Scheme of Evaluation Process in the Advanced Construction Technology Endorsement System (건설신기술 지정제도의 평가프로세스 개선방안)

  • Tae Yong-Ho;Park Chan-Sik
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.363-366
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    • 2002
  • The advanced construction technology endorsement system(ACTES) has used the improper evaluation criteria. Because of its insufficiency of quantitative evaluation, it is difficult to attain the objective and fairness. This study used a survey to investigate a actual condition of ACTES. The survey found that ACTES needed a evaluation criteria and a quantitative evaluation method. In addition, This study proposes the evaluation model that uses a discriminant function. The model process consists of several phases that are brain storming, t-test and discriminant function analysis.

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Concept Selection of NPP Construction Delay Risk Assessment Methodology Using Systems Engineering Approach

  • Hossen, Muhammed Mufazzal;Kang, Sunkoo;Jung, JC;Kim, Jonghyun
    • Journal of the Korean Society of Systems Engineering
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    • v.11 no.1
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    • pp.9-24
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    • 2015
  • Construction industry faces a lot of inherent uncertainties and issues and the construction phase of nuclear power project is not free from this risk. This paper investigates promising methodologies to be used on nuclear power plant (NPP) construction schedule delay risk assessment by using entry level systems engineering approach. This study contains how the initial concept for the risk assessment methodology has been developed. In this point of view, this work structured on three main phases: needs analysis (NA), concept exploration (CE), and concept definition (CD) through systems engineering (SE) approach. Traditionally, the SE process is applied to technical development programs but this study opens up a new avenue that SE can also be successfully applied to the development and optimization of the risk assessment model. This study provides a rational and systematic process for developing and selecting the best risk assessment model. This paper selects analytic hierarchy process (AHP) method to assess NPP construction schedule delay risk for international project. As conclusion, the proposed concept and selected method can discriminate successfully and clearly among schedule delay risk assessment methods.

Algorithm of Level-3 Digital Model Generation for Cable-stayed Bridges and its Applications (Level-3 사장교 디지털 모델 생성을 위한 알고리즘 및 활용)

  • Roh, Gi-Tae;Dang, Ngoc Son;Shim, Chang-Su
    • Journal of KIBIM
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    • v.9 no.4
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    • pp.41-50
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    • 2019
  • Digital models for a cable-stayed bridge are defined considering data-driven engineering from design to construction. Algorithms for digital object generation of each component of the cable-stayed bridge were developed. Using these algorithms, Level-3 BIM practices can be realized from design stages. Based on previous practices, digital object library can be accumulated. Basic digital models are modified according to given design conditions by a designer. Once design models are planned, various applications using the models are linked the models such as estimation, drawings and mechanical properties. Federated bridge models are delivered to construction stages. In construction stage, the models can be efficiently revised according to the changed situations during construction phases. In this paper, measured coordinates are imported to the model generation algorithms and revised models are obtained. Augmented reality devices and their applications are proposed. AR simulations in construction site and in office condition are tested. From this pilot test of digital models, it can be said that Level-3 BIM practices can be realized by using in-house modeling algorithms according to different purposes.