• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.817-822
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• 2002

The problem of the crack which occures from the reinforced concrete structure could be caused by the complexed factors. When the crack happen, it caused fatal blemish to manage and maintain the structure such as structural problem, licking, spalling, viewing Even though they study and work hard to solve this kind of problem in the world, there are no countermeasure for perfect prevention of crack. After the crack checked out, a method of repair-reinforcement has been studied and operated actively, Generally, occurance of the crack in the concrete structure could be taken as granted, no need to mention the damage from the crack, domestic construction try to hide it rather than repair basically, In many cases the construction amount for repairing the crack has to be made in the construction area and the amount is very expensive. To save the repaing fee, companys repair it under the meeting of their desire. it can be expected for the effection of the construction. For this reason, we compare a new injection method to solve the demerits of the present method, to save and use the merit of the present method.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2001년도 학술논문발표회
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• pp.136-141
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• 2001

If we build new building after demolition of commercial building that is located in the downtown, it will be caused a social and environmental problem as wasting of resources and generating of waste. In this study, I investigated about remodel ins, this conclusion is given below. 1. Reconstruction cost is 2.1 times, and construction period is 1.4 times as much remodeling. So remodeling has an advantage. 2. For repairing and reinforcing timeworn building, we reinforced it as using carbon fiber sheet (girder, slab) and injecting method steel plate bonding Also, we tried to maintain efficiency of new building as using epoxy to protect concrete crack. 3. In the side of waste products and cost, remodeling has much more advantage than reconstruct. But demolition used construction period much. Because it had to be reused as repairing and reinforcing. And there was no difference between remodeling cost and reconstruct cost. If we develop research with enterprise.university.laboratory to exploit material and equipment and to train specialized engineer who will has a capacity to know construct repair and reinforce, it can be attribute to prevail remodeling in new construct market.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.4-5
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• 2020

Pipe support is a representative structure that supports slab formwork, and it is a representative temporary equipment that has been systematically managed since the 1990s when the domestic temporary equipment performance test system was introduced. Nevertheless, it is also a reality that many of the products in circulation are used products that are reused and do not meet the performance of the initial manufacturing stage. However, if only new products are insisted, it could lead to delays in the process due to an increase in construction costs and difficulties in timely delivery. On the contrary, it is not acceptable for the safety of the construction site to use products of low quality without verification procedures or standards. Therefore, this study attempts to grasp the management system such as safety certification for temporary equipment and the actual condition of quality control to maintain performance, and propose improvement plans.

• 한국해양공학회지
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• 제14권3호
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• pp.1-10
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• 2000

In order to effective manage the construction, disaster prevention plan and the harbor tranquility control, meteorological and sea-state characteristics around Cheju Island have been analyzed. Using results and damage examples of the port facilities under severe sea conditions, a reasonable construction control plan considering the regional characteristics of the sea-state and winds was proposed. That is, in northern part of Cheju Island, the construction work is affected mainly by the winter storms, while the typhoon mainly affects the southern part port facilities during summer to Autumn. Considering their typical characteristics, it is strongly suggested that the main construction work should be carried out during April to July in the northern part, and it should be made during October to next July in the southern part of the island. A permeable TTP mounded breakwater was constructed to protect severe waves as a temporal structure under the long-term development plan in Sogipo port. The transmission characteristics of the structure was discussed using the experimental results. The results show that the transmission coefficient $K_{t}$ is over 20% of incident waves, which cause many problems in the cargo handling in relation to harbor tranquility. In conclusion, this kind of permeable structure can be used only as a temporal structure for the disaster prevention under the construction process. It causes many problems in harbor tranquility if it is used as a permanent harbor structures.s.

• 대한건축학회논문집:계획계
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• 제35권12호
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• pp.105-114
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• 2019

The goal of this study is to quantitatively evaluate the effects of the additional construction of urban railroads. To this end, 1) establish accessibility as a measure of quantitative evaluation of construction effects; 2) select the 'Integration' of Space Syntax as a quantifiable indicator of accessibility; 3) represent the Seoul railroads as a network; 4) calculate the 'Integration' form the network before and after the additional construction of the urban railroads. By calculating the change of the 'Integration' of the individual nodes and the change of the sum of the 'Integration' of given zones, the change in accessibility of a particular node and the change in accessibility of a particular region were calculated. After analyzing the change in accessibility in nodes and areas as well, it was confirmed that the additional construction of urban railroads was improving accessibility as a whole of Seoul. It was also identified that there was a degree of difference in the extent of the accessibility change for the different areas. It is particularly noteworthy that changes occur in the accessibility ranking. While certain regions were improving relative rankings, others fell in rank. With this finding, it could be argued that active consideration of the areas in which the relative decline occurs is needed when the planned urban railroad is being built.

• 한국건설관리학회논문집
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• 제23권6호
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• pp.30-42
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• 2022

OSC는 기획, 설계, 시공, 유지보수 등의 건설생산 전 과정에 걸친 공급망과 가치사슬의 한 유형으로 건설현장이 아닌 공장 등 제 3의 장소에서 제작한 후 현장으로 운반하여 설치 및 시공하므로써 최종 목적물을 생산하는 방식이다. 본 연구에서는 PC공법 및 RC공법을 적용한 공동주택 사례를 각각 1개에 대하여 공사비를 비교하였다. PC공법 적용(PC설계비 제외)의 경우 RC공법만 적용하는 경우에 비해 골조 단위물량(m³)당 골조공사비가 약 70% 내외로 증가(RC 공종 합계 기준 50%)함을 도출하였다. PC공법 적용 사례 전체 골조 공사비 중 PC비중이 90.2%로 'PC제작비'가 54.8%, 'PC조립' 28.5%, '운반'이 6.89%를 차지하여, PC제작 및 조립 부문에서 비용 절감 노력이 필요할 것으로 판단하였다. 또한, 비용과 편익을 함께 고려할 수 있는 의사결정 프레임워크 초안을 구축하였다. 편익의 경우 OSC 기술적 장점이 반영된 공사기간, 하자보수, 재해발생, 에너지효율, 소음/분진/폐기물, 온실가스 배출 지표를 제시하였다. OSC기반 PC 공동주택 도입 의사결정을 지원하기 위한 적용 효과 근거를 마련하는데 기여할 수 있을 것으로 판단된다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2006년도 정기학술발표대회 논문집
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• pp.548-553
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• 2006

건설 프로젝트에 있어서 생산성은 프로젝트의 성과측정 및 향후 공사계획 수립 등 매우 중요한 공사관리의 기능을 지니고 있다. 건설 현장의 특성상 작업에 영향을 미치는 요인들이 많이 존재하며, 이러한 요인들에 의해 건설 공사에는 변화가 많이 발생하고 따라서 건설 생산성을 정확히 분석하고 예측하는 것은 매우 어려운 실정이다. 국내 대부분의 현장에서는 생산성 데이터와 관련된 정보의 수집 및 분석 방법이 체계화되어 있지 못하여 건설 생산성 관리와 관련된 사항을 대부분 현장관리자의 경험과 직관에 의존하고 있는 상황이다. 이는 건설 공사 관리의 신뢰성을 저하시키는 요인이 될 수 있으며 공사 일정에 차질이 발생할 경우 무리한 공사로 인한 부실시공이나 일정 지연 등의 결과를 초래하여 큰 손실을 야기할 수 있다. 따라서 건설 프로젝트에서 발생하는 생산성 데이터와 생산성 영향요인들을 체계적으로 수집하여 공사관리에 활용하기 위한 관리체계의 개발이 요구된다. 본 연구에서는 공동주택 구체공사의 단위작업을 중심으로 발생하는 생산성 데이터와 생산성 영향요인을 정의하고, 정보기술을 활용하여 정보의 수집 및 가공을 통한 생산성 분석의 활용 방안을 제시하고자 한다.

• 한국컴퓨터정보학회논문지
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• 제28권1호
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• pp.79-86
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• 2023

건설은 인간에게 생활의 편안함을 제공하는 가장 오래된 분야 중 하나이다. 그러나, 현재 IT 분야뿐만 아니라 다른 분야의 지속적인 발전에도 불구하고 여전히 낮은 자동화로 인한 생산성 저하가 심각한 수준이다. 특히 건설 분야에서 4차 산업혁명 기술의 활용은 이제 막 시작한 단계이다. 블록체인은 4차 산업혁명 기술 중 하나로서, 여러 장소, 국가 또는 조직과 같은 다양한 지리적 위치에 분산된 데이터를 복제, 공유 및 동기화하는 데 사용되는 일종의 분산 데이터베이스이다. 본 논문에서는 블록체인을 소개하고 이를 활용한 건설 분야의 사례를 일곱 가지 주제별로 문헌 분석한다. 분석 결과, 건설 분야에서 블록체인 기술의 이해도를 높이고 향후 다양한 서비스 개발에 유용성을 제공할 것으로 기대된다.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.831-838
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• 2022

Machine Learning is a process of using computer algorithms to extract information from raw data to solve complex problems in a data-rich environment. It has been used in the construction industry by both academics and practitioners for multiple applications to improve the construction process. The Construction Industry Institute, a leading construction research organization has twenty-five years of experience in benchmarking capital projects in the industry. The organization is at an advantage to develop useful machine learning applications because it possesses enormous real construction data. Its benchmarking programs have been actively used by owner and contractor companies today to assess their capital projects' performance. A credible benchmarking program requires statistically valid data without subjective interference in the program administration. In developing the next-generation benchmarking program, the Data Warehouse, the organization aims to use machine learning algorithms to minimize human effort and to enable rapid data ingestion from diverse sources with data validity and reliability. This research effort uses a focus group comprised of practitioners from the construction industry and data scientists from a variety of disciplines. The group collaborated to identify the machine learning requirements and potential applications in the program. Technical and domain experts worked to select appropriate algorithms to support the business objectives. This paper presents initial steps in a chain of what is expected to be numerous learning algorithms to support high-performance computing, a fully automated performance benchmarking system.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.285-286
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• 2021

These days, interior construction is performed to prevent the deterioration of old building finishings or to make distinctive designs. In case of interior construction, a construction cost is estimated through basic 2D drawings in the design step. Accordingly, an efficient construction plan and direction is established according to budget. In such a case, construction is dependent on 2D drawings. At that time, a risk can occur easily. This study is aimed at reducing the cost and risk of interior construction by implementing 3D drawings with the use of the visual data of 2D drawings. For accurate analysis, 2D drawings were completed, and then 3D interior construction modeling for various buildings was conducted with the 3D modeling software 3D Max. According to the 3D modeling, it reduced the cost and risk more than 2D drawings based design, and influenced the improvement in the understanding of orderers and workers.