• 월간 기계설비
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• s.51
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• pp.40-42
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• 1994

감사원은 준공된 부실공사에 대해 관련공직자의 책임추궁을 대폭 강화하고 부실시공업체에 대해서도 제재를 강화해 해당업체가 더이상 건설업계에 발을 붙이지 못하게 할 방침이다. 또한 이같은 영업활동제한과는 별도로 부실시공부분은 원칙적으로 철거$\cdot$재시공하도록 하고, 시설물의 내구성 및 기능 저하땐 손해보전요구도 병행해 부실시공업체는 업계생존이 불가능하도록 할 방침이다. 그리고 준공검사와 하자검사제도를 품질검사위주로 전환하고 이를 담당할 전문검사기관을 육성하는 등 부실시공 방지대책을 강력히 추진하기로 했다. 본고는 감사원의 $\ulcorner$2단계 부실공사 방지대책$\lrcorner$ 추진방향을 종합적으로 살펴본 내용이다.

• Journal of the Korea Institute of Building Construction
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• v.17 no.5
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• pp.453-463
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• 2017

Due to the increase in the size of buildings and scale, the importance of construction engineering that reflects the constructability from the design stage of the project is increasing. Especially, engineering efforts related to facilities, equipment and construction methods for temporary work at the design stage can significantly contribute to improvement of constructability and project performance. The purpose of this study is to derive construction engineering tasks on temporary work at the design phase of the high-rise building projects. 27 preliminary tasks were firstly investigated through literature review and experts' group interview, and the necessity and importance analysis of each tasks were then performed based on questionnaire survey. Most of the tasks related to plans on structural framework and lifting equipment were analyzed as relatively more important ones. Lastly, 21 engineering tasks, which are classified into 5 factors, were proposed through factor analysis. The factors were determined as 1) structural framework, measurement and circulation, 2) lifting equipment and pumping, 3) space zoning, 4) water supply, 5) temporary facility, electric power supply and lighting. The results of this study can be used as basic data for establishing efficient work process of construction engineering on temporary work at the design phase.

• The Journal of the Korea Contents Association
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• v.13 no.9
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• pp.410-417
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• 2013

Long-term behavior analysis considering construction sequence should be performed in the design and the actual construction of reinforced tall buildings. Most of the analytical studies on this subject, however, has not been applied directly to the structural design and the construction caused by the simple approach. As the axial force redistribution of shores and columns is time-dependent, the actual construction sequence with the placement of concrete, form removal, reshoring, shore removal, and the additional load application is very important. Object-oriented analysis program considering construction sequence, especially time-dependent deformation in early days, is developed. This system is composed of input module, database module, database store module, analysis module, and result generation module. Linkage interface between the central database and each of the related module is implemented by the visual c# concept. Graphic user interface and the relational database table are supported for user's convenience.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1991.10a
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• pp.96-101
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• 1991

프리스트레스트 콘크리트 교량은 콘크리트와 PS 강재의 역학적 장점들을 십분 활용하여 경제적인 단면 구성이 가능한 반면, 서로 다른 두 재료의 복합적인 특성들 즉, 콘크리트의 크리이프 (creep), 건조수축 (shrinkage)과 PS 강재의 이완 (relaxation) 등과 같이 시간에 따라 변화하는 인자들로 인하여 복잡한 구조적 거동을 보여 해석상 어려움이 따른다. 이와같은 복합거동은 시공순서와 시공방법에 의해 시공중의 구조계와 지지조건 등이 변화하는 경우에는 더욱 복잡한 양상을 띄게 된다. 뿐만 아니라 박스 거더와 같은 박벽요소에서는 일반적인 보요소(beam element)로는 나타낼 수 없는 ？(warping)을 무시할 수 없으므로 ？ 자유도를 구현할 수 있는 특수한 기능의 구조해석용 프로그램의 개발이 절실히 요망된다. 그리고 시공단계별로 출력되는 많은 양의 수치결과들을 설계와 시공실무자에 지향된 형태로 조합, 변형시켜 그래픽 화면상에 나타내는 후처리 프로그램(Post-processor) 기능도 구조해석용 프로그램의 개발 못지않게 중요하다. 본 연구의 목적은 삼성종합건설과 서울대 토목공학과가 공동으로 ？(warping) 자유도를 포함한 7개의 자유도를 갖는 3차원 보요소를 사용하여 PS 콘크리트의 재료적 특성인 크리이프와 건조수축, 그리고 강재의 이완(relaxation)을 포함한 프리스트레싱력의 손실을 고려할 수 있고 시공 단계별 구조계의 변화 및 지지조건들의 다양한 변화를 효율적으로 모사할 수 있는 프로그램의 개발에 있다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.6
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• pp.991-998
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• 2016

The propose of this study is to demonstrate how efficiently and accurately the construction stages of cable-stayed bridges are analyzed using the unstrained length method (ULM) in which all unstrained element lengths are determined from a simplified analytical method (Jung et al., 2015). A forward analysis of cable-stayed bridges using the commercial FEA program, MIDAS is sequentially carried out considering the lack of fit force but the ULM is able to analyze a intermediate construction stage directly by taking the corresponding unstrained lengths of the construction stage model simply. The closing load step analysis is achieved by loading the pavement and counter weight forces in reverse. An Incheon bridge model is analyzed using the present ULM and the commercial program, respectively, and the two analysis results are compared.

• 기계와재료
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• v.10 no.2 s.36
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• pp.129-137
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• 1998

원자력발전소 기기의 구조, 건전성 확보를 위해 기기가 적절한 기술기준에 따라 제작, 설치 및 운전되고 있는지 여부를 정부가 인정한 제3자에 의해 시행되는 검사를 원자력공인검사라하며 세부적으로 기기의 제작 및 시공단계에서 수행되는 공인검사를 제작/시공공인검사, 시운전 및 운전단계에서 수행되는 공인검사를 가동전/중공인검사로 분류하여 검사를 수행하고 있다. 현재 우리 연구원에서는 월성원자력 2,3,4호기를 비록하여 울진원자력3,4호기를 비롯하여 울진원자력3,4호기, 영광원자력5.6호기에 대한 시공공인검사를 수행하고 있으며 울진원자력5,6호기와 KEDO에서 시행하는 북한원전에 대한 시공공인검사를 준비하고 있는 실정이다. 여기에서는 현재 검사가 진행중인 월성원자력 2,3,4호기 시공공인검사를 중심으로 원자력발전소 시공에 적용하고 있는 공인검사에 대해 소개하고자 한다.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.93-104
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• 2008

study deals with the reliability assesment for the 5-year phases of a suspension bridge construction in Korea. The main objectives of this study are; (1) the evaluation of the reliability of a suspension bridge by considering an ultimate limit state for the fracture of main cable wires, (2) the determination of the critical phases among 28 construction stages for the deck erection, and (3) the evaluation of the reliability of the limit state for the erection control during construction stages. The research and the design of the suspension bridge have been focused on the state of construction mainly based on empirical data. Based on the recent survey of the distribution of accidents in Korean railways, over 80% of the accidents related to the uncertainties in human error, planning, design, materials and loads during construction have ben reported before the completion of construction. While many researches have evaluated the safety of bridges, the uncertainties in the construction phases have not been well treated in a guidelines or a specifications. An improved adaptive response surface method is used for the risk assessment in the construction phases of the target suspension bridge.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2018.11a
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• pp.128-129
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• 2018

With the increase of tall building construction, efforts for enhancing constructability are required from the pre-construction stage. Therefore, in this study, we proposed an evaluation method of constructability performance by performing construction engineering activities at the design phase. Based on some results of previous studies, we estimated the importance of design factors and categories influencing the constructability in each engineering activity related to temporary work and then presented a method for evaluating the constructability performance of design alternatives.

• Korean Journal of Construction Engineering and Management
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• v.19 no.3
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• pp.79-88
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• 2018

Construction business VE is classified into design stage VE and construction stage VE. The faster the application, the better the effect. Therefore, the design stage VE was legislated in 2000 and actively applied. However, it is urgent to activate the construction VE, which is complementary to the design VE system. In the meantime, we have made a lot of efforts to activate construction VE by suggesting the necessity of construction VE system, improvement of technology development compensation system, concrete implementation method of construction VE, but it was not effective due to lack of related laws. This study compares and analyzes construction VE system in Korea and abroad for the activation of construction VE after recognizing such domestic reality. A survey of experts in each field of the construction industry was conducted and suggestions for improvement of construction VE system suitable for domestic construction industry were suggested.

• 월간 기계설비
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• no.2 s.211
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• pp.56-60
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• 2008

일반건설사들이 최근 시공 합리화를 통한 고부가가치 창출을 위해 건설현장의 전 과정을 데이터화한 정보시스템 개발 및 도입에 들어갔다. 건설사들이 선보인 현장관리시스템은 건설 프로젝트의 전 과정을 데이터화 및 공유하는 건설관리 정보화 시스템이다. 최근 들어 건설 산업의 전산화·정보화는 건설업무 진행 단계인 기획, 설계, 시공, 유지관리 절차에 따라 다양한 형태로 개발·활용되고 있다. 특히 시공단계에서 협력업체들 간의 다양한 정보공유로 불필요한 노동력 및 재정 낭비를 줄여 생산성 향상을 꾀하고 있다. 이번호에는 롯데건설(주)의 현장관리시스템을 살펴본다.