• 한국건설관리학회논문집
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• 제14권5호
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• pp.55-64
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• 2013

의료시설은 일반건축물 보다 공사의 복잡성이 높고, 정부규제가 엄격하여 공사 단계에서의 설계변경과 하자보수들이 많이 발생한다. 본 연구에서는 의료시설의 중점 관리공사와 요인들을 도출하고 분석하여, 설계단계와 공사단계에서 관리가 잘 되지 않는 공사들을 분석하였다. 그리고 2013년 현재 진행되고 있는 의료시설 공사 관리자들의 인식을 조사하여, 개선 가능성이 큰 공사를 도출하였다. 먼저, 중점 관리요인들을 건축과 설비, 그리고 전기의 세 분야로 분류하여 도출하였다. 다음으로, 1) 공사 진행단계에서 설계변경이 많이 발생하고, 2) 하자보수들이 많이 발생하고 소요비용이 큰 중점 관리공사와 요인들을 분석하였다. 마지막으로, 진행 중인 의료시설 공사 관리자들이 중요하게 생각하지 않는 공사를 조사하였다. 설계변경과 하자보수가 많지만, 중요하게 생각하고 있지 않다면 개선 가능성이 클 것이기 때문이다. 설계단계에서는 마감공사, 벽체공사, 창호공사, 사무 자동화 및 통신기능 공사, 조명공사, 그리고 공사 관리단계에서는 폐기물 공사, 사무자동화 통신기능, 창호공사, 오염관리, 배관공사로 분석되었다. 본 연구의 결과인 설계변경과 하자보수가 많은 공사, 그리고 개선 가능성이 큰 공사의 관리를 실시 설계단계와 공사 관리단계에서부터 집중 관리하여야 할 것이다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 추계 학술논문 발표대회
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• pp.209-212
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• 2009

The Development of Cost Management is embossed efficiently to use the budget for the construction industry. The government is exploring every efforts and polices to control increasing the budget for the construction industry. However, despite of the government's efforts, researches are insufficient for a cost management of development. Also, the changed cost of construction by frequent plan change is caused of decline in quality etc during an accomplishing project. Therefore, in this study, analyzed about principal official phase of design phase to solve the problem. In order to define clearly the target cost concepts in the planning phase apply to the DTC(Design To Cost) concept and technique at the development of cost management process which will be able to manage the enterprise expense. It's process is expected with the fact that will be the possibility efficiently of fixing target cost in the planning phase by the construction client and designer.

• 국제학술발표논문집
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• The 7th International Conference on Construction Engineering and Project Management Summit Forum on Sustainable Construction and Management
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• pp.281-290
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• 2017

As various stakeholders are involved in construction projects, disputes between the parties are more likely to occur, which is a very important issue for the participants in the projects. Claims in construction projects, however, are very complex and thus difficult to manage. In particular, as the cause of a claim in the preceding stage that has not been resolved in a timely manner has an effect on the cause of a claim in the following stage, it is difficult to find a point of compromise regarding a claim caused by the relationship between the causes that occur in the preceding and following stages. In this regard, this study sought to examine the rules for the generation of change order claims, which occur most frequently among the construction claims, and thus to select the key management targets through the analysis of the relationship between the causes of claims arising in the preceding and following stages for the efficient management of claims. It is expected that the use of rules for the generation of change order claims as well as of representative and similar cases will help the construction practitioners in judging claims, considering the relationships among the causes of the claims. Meanwhile, in this study, association analysis was conducted regarding the causes of the occurrence of change order claims in a design-build delivery method, and therefore, it is necessary to verify the effectiveness of the method when applied to other delivery methods.

• 상하수도학회지
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• 제19권5호
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• pp.647-654
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• 2005

Recently, the economic losses caused by inundation are increasing due to the urbanization and industrialization, i.e., intensive land utilization and concentration of population and properties. It is regarded that the role of the storm sewer systems in urban areas becomes more important as one of the effective countermeasures for reducing the inundation losses. In this study, the effects of rainfall design frequency enhancement on the construction cost of the storm sewer systems were analyzed by increasing the design frequency from the present design frequency of the sewer systems, which is 5~10 years, to 15 years, 20 years and 30 years. The change rate functions of the design discharge and construction cost based on the various design frequencies were derived by regression analysis. According to the analysis, change the rate of design discharge at 15, 20, 30 years rainfall design frequencies were increased by 10%, 17.1%, and 27.2%, respectively, when compared to that at 10 year frequency. Furthermore, it was found that by increasing the design frequency from 10 years to 15 years, 20 years and 30 years, the construction costs were increased by 5.0%, 8.0% and 12.4%, respectively. Finally, their reliabilities need to be tested by applying the rate functions to the real storm sewer districts.

• 한국디지털건축인테리어학회논문집
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• 제6권2호
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• pp.9-16
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• 2006

The research want to know about form creation method's special quality that found in digital construction design process that using digital media, and they comparison analysis that who positive using digital media, Frank O. Gehry, Peter Eisenman, Greg Lynn, UN studio's work. First, In digital design process using digital media is make full use to design unfolding step and application way can change by architect's recognition difference of using digital media and each architect's design general idea unfolding process, and it means form creation process can change. Second, In digital design process a building form doesn't design adaptation to construction system, they directly design the third dimension form. So, they deduction a new form that unification and integration. Third, the architect that appear's in digital design process's part is existing, data from position of the master which it selects the coding selects the outcome goods which appears in computer operation with coordinator role of the originality and construction sense which it is visible.

• 한국건설관리학회논문집
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• 제10권4호
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• pp.38-49
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• 2009

최근 정부 공사를 중심으로 기술경쟁이 가능한 설계시공일괄 입찰방식이 확대 적용되고 있는 추세이며 이러한 시장의 변화에 따라서 그 중요성이 더욱 증가할 것으로 예상된다. 일반적으로 설계시공일괄방식의 단위 건설사업 생애주기는 기획, 기본 설계, 입찰, 계약, 상세설계, 착공, 시공, 준공, 평가의 진행단계를 가지게 된다. 계약자의 측면에서 주무부서의 잦은 변화로 효율적인 프로젝트 관리와 일관성 있는 정보의 공유가 어려워지는 문제점이 드러나고 있다. 이러한 문제점을 해결하기 위해 기존의 주무부서에 따른 기능 중심의 관리 체계에서, 프로젝트 중심의 관리 프로세스 체계로의 전환이 필요하다. 본 연구에서는 이러한 필요성에 따라 단위 프로젝트의 진행단계별 관리 프로세스 모델 개발을 목적으로 하였다. 이를 위해서 설계시공일괄방식의 진행단계별 주요 관리 쟁점과 의사결정 사항, 업무 분석을 하였고, 진행단계별 관리 주제의 책임 및 권한과 주요 관리 포인트의 변화를 분석하여 체계화 하였다. 프로젝트 특성별 및 진행단계별 연결고리가 되는 핵심 정보를 정의 하고 정보의 흐름을 분석하였으며, 이를 바탕으로 최종적으로 발주계획 수립 단계부터 실시설계 심의 단계까지의 업무 프로세스를 모델링하고 각 수행 주체별 업무프로세스를 모델링 하여 단위 프로젝트의 진행단계별 관리 프로세스 모델을 개발하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.176-181
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• 2007

The widespread of IT technology caused a remarkable change in many industries and the construction industry is also one of them being influenced in the form of CIC(Computer Integrated Construction) and BIM(Building Information Modeling). Construction projects have many participants from various disciplines involved throughout the entire process. Therefore the success of the project greatly depend on the efficiency of decision-making using the information generated from each process stage. Looking from this aspect, the greatest potential value lies in the planning and pre-design stage when considering the construction life cycle. In this paper, we propose a project on developing a 3D object oriented simulation system for supporting the pre design phase. We define the needs for such system through previous case studies and suggest a to be process model. Finally we anticipate the effects that the project will eventually contribute to the construction industry.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 추계 학술논문 발표대회
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• pp.235-239
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• 2009

As robotic technologies have become more actively utilized to automate many construction tasks, they have been able to improve the construction productivity, quality, and worker's safety on site. A new advanced system, Robot-based Construction Automation (RCA) system, is currently being developed. To accomplish RCA system effectively, Design for automation (DFA) should be performed in automation system developing phase. The performance criteria of this system are a major cause of design changes. It is required exhaustive review for development new system. This research analyzed the design changes of Climbing Hydraulic Robot system and Construction Factory (CF), being currently developed in the field of applied RCA systems. And the design change matters according to performance criteria in each system's design-by-step were analyzed. The purpose of this research is developing the performance criteria in the developing phase of RCA system, and then will be served as basis for system design in similar projects.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.263-268
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• 2003

Presently, research is hard to see design lot construction on actuality three-dimensional route although it applied three-dimensional techniques using constructed already two-dimensional plane design. Therefore, this research wishes to study about efficient decision-making at the public problem and design change that can happen during construction designing three-dimensional road and construction at actuality route location using VGIS.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.248-259
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• 2010

In the case of relatively good ground and construction condition in the deep excavation for the construction of subway, railway, building etc., flexible earth retaining systems are often used in an economical point of view. It is generally known that the mechanism of behavior in the flexible earth retaining system is relatively more complicated than the rigid earth retaining system. Moreover in the case of long span strut supporting system the analysis of strut axial force change becomes more difficult when the differences of ground condition and excavation work progress on both sides of excavation section are added. When deeper excavation than the specification or installation delay of supporting system is done or change of ground condition is faced due to the construction conditions during construction process, lots of axial force can be induced in some struts and that can threaten the safety of construction. This paper introduces one example of long span deep excavation where struts and rock bolts were used as a supporting system with flexible wall structure. The characteristics of ground deformation and strut axial force change, the measured data obtained during construction process, were analysed, the effects of relatively deeper excavation than the specification on one excavation side and rapid drawdown of ground water level on the other excavation side were deeply investigated from the viewpoint of mutual influences between ground deformations of both excavation sides and strut axial force changes. The effort of this article aims to improve and develop the technique of design and construction in the coming projects having similar ground condition and supporting method.