• 한국건설관리학회논문집
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• 제23권2호
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• pp.76-84
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• 2022

최근 자연재해 발생빈도 증가로 막대한 인적 및 물적 피해가 발생함에 따라 재난관리에 관한 중요성이 증가하고 있다. 특히 발전적 재건 개념에 관한 중요성이 증가함에 따라 재건설 시 이에 관한 고려가 필요할 것으로 판단된다. 따라서 본 연구는 재난 후 재건설의 재건접근 단계 시 고려되어야 하는 영향요인에 관한 도출과 국외 재난 관련 전문가를 대상으로 한 설문조사를 통하여 영향요인별 상대적 중요도 평가와 상관분석을 수행하였다. 분석결과 가장 중요한 영향요인으로 '미래 환경변화에 대한 적응성'이 도출되었다. 본 연구 결과는 재건사업 수행 시 기초자료로 활용이 가능할 것으로 판단된다.

• 한국건설관리학회논문집
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• 제23권4호
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• pp.47-56
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• 2022

건설 프로젝트에서 공정계획은 사업 성패의 중요한 요인으로 작용한다. 그 중 공동주택 마감공사는 기초공사나 골조공사에 비해 작업 간의 간섭이 많다. 이로 인해 마감공사 시 공정관리 효율성 증대를 위한 Tact 공정관리기법이 적용되고 있다. Tact 공정관리는 작업 흐름이 일정하게 발생할 수 있도록 관리하며 마감 단위층을 통일시켜 작업속도를 균등화시킨다. 그러나 세부공종을 고려하지 않고 모든 작업이 균일하게 동기화되어 공사비가 증가하고 비효율적인 공정관리가 나타난다. 본 연구는 세부공종의 특성을 고려할 필요가 있다고 판단되어 기존 Tact 공정관리방식의 한계점을 파악하고 개선하고자 세부공종을 고려한 복합병행 Tact기법을 제안한다. 또한 기존 Tact기법과 복합병행 Tact기법을 비교분석하여 도출한 결과를 기반으로 복합병행 Tact기법의 타당성 및 실효성을 검증했다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.17-22
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• 2008

Construction project have extremely high risk in the process of construction owing to unexpected event, like as design amendment. As a result, owner have to endure enormous extra-cost to control the risk and continue to the project having more higher uncertainty. Also, if the structure is completed, it is needed that the structure is protected and maintained continuously during life cycle time to satisfying original aim of structure itself. LCC analysis to calculate cost of structure alternatives divides into two stage, one is design_LCC and the other is maintenace_LCC. But two stages all is needed in the transition deterioration model to calculate more reasonable LCC analysis. This paper developed the model using analysis of FMS contents and survey from professional about Prestressed concrete beam girder bridge(PC Beam bridge)in railway. The model is focused in project level of PC beam because any condition state information for element level analysis can not get up. This paper is intended to use the developed model in LCC analysis of PC Beam bridge in railway and constitute the foundation to perform more deep study in the near future.

• 지질공학
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• 제30권4호
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• pp.515-523
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• 2020

비탈면 설계 단계에서 안전율이 설계기준에서 제시하고 있는 안전율을 확보하지 못할 경우, 앵커를 시공하여 안전율을 확보하게 된다. 안정해석을 통해 앵커의 비탈면 보강 효과를 검증하고 있으나 이 과정에서 앵커 시공 간격은 대부분 등간격으로 가정하여 해석을 한다. 경제적이면서 효과적인 비탈면 보강을 위해 안정해석 대상 비탈면 내에서 앵커 시공 간격을 조정한 안정해석이 필요하다. 본 연구에서는 앵커 시공 간격이 비탈면의 안전율 변화에 미치는 영향을 파악하였다. 이를 위해 가상의 2소단 비탈면을 설정하고 앵커 시공 간격을 다르게 하여 안정해석을 수행하였다. 해석 결과, 비탈면의 상단면, 중단면, 하단면에 동일한 간격으로 앵커를 시공한 경우 보다 하단면 앵커 간격을 좁게하고 상단면, 중단면의 앵커 간격을 넓게 경우에 비탈면의 안정성을 확보하면서도 약 15%의 앵커 물량을 절감하는 결과가 나타났다. 이는 동일한 간격으로 앵커보강을 하기 보다는 비탈면 특성에 맞게 앵커 시공 간격을 다르게 하는 것이 경제적이면서 효과적인 보강효과가 있음을 의미한다.

• 한국실내디자인학회논문집
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• 제25호
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• pp.245-252
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• 2000

Since the twentieth century, common exhibitions have experienced display replacements and apace alterations. As a result, not only the visual space background of the spectators but the structure systems and positions of the construction space have also been changed. With regards to common zones of the exhibition space, appropriate harmonization of spectators space, aisle space, and media space are closely related the effectiveness and propriety of display arrangement. A number of preceeding researches suggest exhibition first, construction next, regarding the order of the construction and exhibition of the museums and art galleries. However, a majority of the exhibition hall constructions in Korea have not been carried away based on these models. Thus, disharmony of constructions and exhibition space structures have caused numerous problems. The purpose of this research is to seek the countermeasures that can be used in the stage of planning for the museum constructions and exhibition space by suggesting, based on the above mentioned points, the development of the indicators and analyzing methods to understand the structural attributes of the common exhibition space through space syntax method and multivariate analysis.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.325-336
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• 2008

Deformation of caisson occurred during the backfilling behind the caisson and some caisson moved toward seaside. A series of site investigation were conducted to figure out various circumstances at site and also used to analyze the cause of deformation. The soil condition of backfilling is also investigated because dredged material was used as a backfill material. The friction angle of backfill is supposed to be lower than the estimated one which was used in design stage. To determine the cause of friction shortage, back analysis for sliding safety were carried out with considering the soil condition of backfilling. A remedial plan, re-rising and relocating a caisson with backfilling good earth after treatment of caisson rubble mound to achieve the safety for sliding was proposed as a best solution based on the back analysis results. Reform concrete structure including service gallery and crane rail was also considered with the remedial work to improve the cape line of caisson.

• 한국건설관리학회논문집
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• 제7권4호
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• pp.177-183
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• 2006

Risk-based estimation has been successfully introduced into the construction industry. By incorporating historical data associated with probability analysis, risk-based estimate is an effective decision support aid in considering whether to launch a particular project. The industry challenges, however, especially related with management issues, such as labor shortage, wage growth, and supply chain complexity, have often resulted in poor cost performance. The insufficient assessing the project characteristics (i.e., resource availability, project complexity, and project delivery method) can be the main reasons in the poor cost performance. Because the accuracy level of cost performance prediction can be enhanced by extensive evaluation of the subject project characteristics, a new approach for predicting cost performance in an earlier stage of a project can improve the Industry substantiality, in other words, value maximization. The purpose of this paper is to develop a new methodology in developing a risk-based estimate tool by incorporating extensive project characteristics. To do this, an extensive industry survey was conducted from both private and public sectors in building industry in Korea. In addition, significant project characteristics were identified in terms of cost performance indicator. Although the data collection is limited to Korean industry the suggested approach provides the industry with a straightforward methodology in risk management. As many researchers maintained that front-end planning efforts are crucial in achieving the successful outcome in building projects, the new method for risk-based estimation can Improve the cost performance as well as enhance the fulfillment in terms of business sustainability.

• 대한건축학회논문집:계획계
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• 제35권11호
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• pp.43-52
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• 2019

The purpose of this study is to suggest the use of modular construction method in order to promote the dissemination of the Health Life Support Center of the government, and to suggest the modular unitification and modularization plan for the necessary space data in the initial stage. By analyzing the floor plans of the 50 case projects currently in operation, the 28 required spaces and their spatial proximities are determined. Base on spatial proximities, each space is unitificated into a modular unit and modularized into a modular modules were integrated to modular proposals. As a result of this study, 13 unitificated modular unit floor planes and 3 modularized module floor planes including the staircase unit were proposed. However, future study have needed to study how to apply them to different actual sites and how to reduce cost.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.1059-1066
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• 2022

In 2020, it was estimated that more than 2.4 million households in South Korea are over 30 years old. That is, more than 40% of all houses in Korea are old and that they require proper rehabilitation. The two options to improve poor living conditions are reconstruction and remodeling. Compared to reconstruction, remodeling has advantages in terms of the construction period, cost, and environmental impact. As such, the current Korean regulations are more favorable for remodeling than reconstruction. Typically, several candidate floor plans are presented in the early stages of an apartment remodeling project. Extracting information about bearing walls and other structural elements from the multiple plans to compare those plans quantitatively is one of the essential tasks during the early stage of a project. To cope with this task, an automated data extraction method for walls and slabs from before and after remodeling plans is developed. Through the developed program, load-bearing walls, non-bearing walls, slabs, and weight changes after remodeling can be analyzed and visualized in a fast and automated manner.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.175-176
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• 2020

As the concrete pouring work relies on manual work, there is a lot of room for automated equipment development. In this study, as a basic study on the development of an automated system for pouring concrete, the trend of patent applications by year, country and detailed technology was investigated. Related technologies were classified into screed automation, CPB automation, and concrete pouring integrated system to analyze patent application trends. As a result, since 1999, patent applications have been steadily in progress, repeating increases and decreases in Japan, Korea, the United States, and Europe. In addition, the growth stage of the market is in the early stages of maturity, and patent applications for related technologies are expected to continue. In the future, based on the patent application trend analyzed in this study, the development direction of the automated concrete pouring system will be reviewed and the redundancy of similar technologies will be reviewed.