• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.137-142
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• 2003

Construction CALS has been introduced with an aim to improve the effectiveness of construction management in the public sector. The objective of this paper is to provide an approach to implementing an integrated construction management environment. The environment described in this paper provides a methods for the owner and the contractor as well as designers and engineers to interact in a sing control scheme. This interaction represents the collaboration between the contractual parties for sharing construction information. XML technology has been applied as a basic technology for delivering data in the system. The XML-based forms are loaded on the system, whose data are stored in the central database right after review and approval. In future the integrated construction management environment can be further developed to the extend that the contractor's information system is directly interface with the owner's.

• Korean Journal of Construction Engineering and Management
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• v.18 no.4
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• pp.36-47
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• 2017

As a typical domestic subsea tunnel construction the Gadeok subsea tunnel applying the method of immersed tunnel has been completed and the Boryeong-Taean subsea tunnel is under construction using NATM. The high-speed railway subsea tunnels between the Honam and Jeju are under consideration, and the feasibility of constructing subsea tunnels with Japan and China is also under consideration. However, it is difficult to provide the process plan information for the construction work such as the analysis of the feasibility of the subsea tunnel and the prediction of the proper construction period because there is no case of domestic construction for it applying the shield TBM method. Due to economic and other reasons, government organizations are reluctant to apply the shield TBM, and there is lack of data on the construction process management field using the shield TBM method. Therefore, a standard construction process management system for the subsea tunnel is needed to analyze the feasibility of the subsea tunnel and to predict the proper construction period. By presenting the standard construction process management system of subsea tunnels such as WBS, Network Diagram, and construction period calculation model, I hope to contribute technically and economically to future subsea tunnel projects.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.402-402
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• 2023

상수관망은 충분한 양질의 수돗물을 공급하기 위한 사회기반 시설물이다. 상수관로의 노후화, 누수 등은 수도 사고 발생의 가능성을 증가시키고, 수돗물 안전성에 대한 신뢰도를 감소시킨다. 수돗물 공급 전 과정을 인공지능(AI), 정보통신기술(ICT)과 결합한 지능형 상수도관 예측 및 관리 시스템을 구축하여, 상수도 수질 사고를 조기에 감지하고 사전에 취약지점을 예측할 필요가 있다. 이를 위해서는 상수관로의 위험도를 평가하기 위한 체계적인 데이터와 기준이 필요하다. 본 연구에서는 상수관로의 위험도 예측모델을 개발하기 위해 상수관로 위험도와 관련된 평가 인자를 선정하고 분류하였으며, 각 인자의 명확한 기준을 제시하였다. 국내·외 상수도 위험도 평가 항목에 대한 자료를 비교 및 분석하였고, 전문가 자문을 통해 인자를 정립하여 상수관로 위험도 평가 지표를 개발하였다. 개발된 평가 지표의 현장 적용성과 실효성 검증을 위해 정량적인 데이터 확보가 가능하고 상태를 평가할 수 있는 대상 지역을 선정하였다. 문헌 자료의 평가항목들과 전문가 의견을 바탕으로 상수관로 위험도 평가 인자를 31개의 직접 인자와 5개의 간접 인자로 구분하였고, 인자별 평가 기준을 제시하였다. 직접 인자는 노후화 정도를 파악할 수 있는 노후도 평가 항목, 지역 특성을 반영한 토양 부식성 항목, 실시간으로 측정하여 결과를 제공하는 실시간 계측 항목, 직접적인 수질 결과를 제공하는 정수장 수질 항목, 상수관로의 건전성을 평가하는 자산관리 항목으로 분류하였다. 추후, 위험도 평가 운용을 위한 알고리즘을 개발하면 상수도 사고 위험에 대한 예방 및 대응 전략을 수립할 수 있을 것으로 기대된다.

• Korean Journal of Construction Engineering and Management
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• v.9 no.5
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• pp.86-94
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• 2008

Productivity is one of key management indexes for evaluating soundness of a manufacturing organization and its efficiency. In many aspects of productivity management in the construction industry, however, intuition of an experienced field manager still plays a greater role while productivity data is not utilized efficiently for the construction management purposes, because the collection and analysis of the productivity-related information are not systematic. Lack of systematic method in collecting and analyzing the productivity data results in such problems. The existing WBS should therefore be improved to solve them. The authors developed a new WBS for productivity data collection and analysis by following the research direction that was determined by literature reviews, overseas cases, and interviews with field engineers. The new breakdown structure was then evaluated for its feasibility as a productivity analysis framework. It is expected that the productivity data collected by the WBS will be used for OLAP and mining for future productivity forecast.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.406-409
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• 2001

This study refers to development of WBS(Work Breakdown Structure) and Activity sample for integrated cost and schedule control system of sample bridge work in the field. The conclusions from this study may be summarized as following 1. It showed that the level of detail to network's activities depend upon schedule's intended purpose. 2. It is more effective 'activity to cost package model' than 'activity to resource model', for integrated cost and schedule control reflect the characteristics of domestic construction industry.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.187-192
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• 2001

High-Rise Building Construction Project which has high uncertainty and complexity, causes lots of problems under construction. In particular, the integration between design phase and construction phase highly affects a construction project in terms of cost and time. To possibly make the flexible response and preliminary verification against the construction planning problems in high rise building project, this paper proposes the Engineering-Construction Management System based on 4D CAD that put the time factor together with 3D CAD. The usefulness of this system has been verified through the actual project. It could helps the reducing trials and errors during construction phase by catching the factors on problems of project. Ultimately it will allow users to save project cost and duration by field application.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.8
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• pp.157-163
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• 2016

BIM is currently applied in some domestic construction firms, but it is not being actively utilized due to changes in working environments and qualms about new studies. In order to utilize a BIM model in the design phase, process information is needed during construction, but the input system and utilization method of the process information's state are not complete. Therefore, we propose a BIM template for construction progress management that can show basic BIM information as the construction progresses in an easy and convenient way. This method will facilitate the adoption of BIM and enhance the productivity of construction companies. To this end, we designed a progress explorer for step-by-step progress and work schedules, and we generated three-dimensional views and a progress list by applying unit information (primary units, part units, and detail units) of the work breakdown structure (WBS) to the parameters. To use the BIM template, work progress information is input to the BIM modeling objects through Dynamo. We also used Dynamo for quick and easy calculation of the quantity of materials needed for construction work. To test the BIM template, we applied it to an actual project and evaluated its visibility and a progress list. The results showed that the proposed BIM template facilitates progress management of a project and can thus facilitate the adoption of BIM and improve the productivity of construction companies.

• Korean Journal of Construction Engineering and Management
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• v.8 no.4
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• pp.155-166
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• 2007

The purpose of this research is to develop a conceptual model and prototype that establishes a new approach for building cost estimating in the schematic design phage. This research use the method that analyzes quantity and unit price separately to enhance schematic cost estimating through conducting literature review andi analyzing existing schematic cost estimating methods. In addition, this study proposes tile concept of cost breakdown structure including two more classifications: building element and floor compared to existing one only classified by trade. Thus, a Quantity Based Active Schematic cost Estimating(Q-BASE) model is developed founded on those two concepts. By applying proposed schematic cost estimating model, historical structure cost of residential complex building project is analyzed, and then, based on this analysis, prototype is implemented.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.482-485
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• 2002

The boom of housing market lead to build a lot of apartment houses concentrated on the metropolitan area and developing new city in 1980's made 2,000,000 houses. In this time, quality standards could not be satisfied with consumers' desire due to the policy about excessive supply and come from unexpected defects in the complected buildings. In $1980's\~1990's$, It would be performed on the study for defect prevention in apartment houses. It has contributed in no way to the reduction at the rate of the defect outbreak and the solution of consumers' dissatisfaction by flaws. The reason is that the study related defects is not linked and applied by the managing and controlling system, Therefore, the study will be analyzed out defect information occurred on apartment houses of domestic construction and classified by type features. As a result, it will suggest web-based feed-back system for getting systematic information and the practical use.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.12
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• pp.692-700
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• 2016

The study proposed a strategy for supporting North Korea's SOC construction in the future by reviewing domestic and foreign cases. According to the literatureanalysis, we developed a candidate list of technology for SOC of North Korea in terms of Construction Management / economy sectors. The category is North Korea SOC construction support, and the sub-category is North Korea SOC construction support program. The implementation procedures included the following six steps: Preparation, Support for Establishing Construction Industry Base, Support for Establishing Business Management Base, Support for HR Management Base, Business Model Establishment/Expansion, and Monitoring of Management Result. Lastly, we developed twenty-five candidates of detailed technology. In the future, it is necessary to decide a methodology for project implementation by each scenario after selecting a study area, and to develop a more specified scenario.