• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.467-470
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• 2006

The earth volume which is the basis of all the construction has gone through great development so far with the use of construction machine; however, systematic studies on the related area is in need since the appropriate compound engineering method of earth volume equipments which is a key factor for shortening the project duration and cost reduction is not systematically established and it is dependent on experience. Reasonable mechanical earth volume should take into consideration of performance and characteristics of the equipment, the kind of project, scale and conditions in advance. Also, the optimum compound engineering should be planned by selecting several available scales of equipment. In this study, the earth volume estimate model is established for optimum compound engineering of earth volume equipment for mechanized earth volume equipment loading and moving stage among many stages of earth volume task using system dynamics technique. The optimum compound engineering model of the earth volume equipment produced as a result of this is expected to make reasonable decisions in the shortest time in selecting earth volume facility.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.523-528
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• 2006

The management of construction materials is one of the important administration factor to perform construction projects. If it is not flexible to supply necessary materials to a workplace at a proper time, some problems such as a construction cost increase, an operation delay, a lowering of work efficiency and etc. could occur during the progress of work. Therefore, tracking the precise location of materials is important and necessary to input materials in the accurate place. Although Location sensing techniques comprise GPS, Active Badge, EasyLing and so forth, there are technical limitations to apply these techniques on construction site. Accordingly, in this paper, we propose the technically feasible method to automatically locate materials on site using recent RFID and wireless network technologies.

• Water for future
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• v.33 no.5
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• pp.61-69
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• 2000

물은 인간생활에 가장 필수적인 재화이며, 모든 산업의 기본이다. 더욱이 다른 재화와는 달리 대체재가 없다는 것에 그 심각성이 있다. 인구의 폭발적인 증가와 급격한 산업화로 지구촌의 물 부족 현상은 이미 어제 오늘의 일이 아니다. 최근 일부지역에서는 물전쟁 시나리오까지 등장하고 있다. 최근 40년간 세계의 물 소비량은 3배나 증가하였으며, 국가간 물 분쟁도 증가 추세를 보이고 있다. 우리 나라의 경우도 연평균강수량(1.27mm)이 세계평균(973mm)의 1.3배에 이르고는 있지만, 높은 인구 밀도 때문에 1인당 연간 평균강수량은 세계평균의 12.5%에 불과한 실정이다. 또한, 실질적으로 사용 가능한 자원량을 생각하면 문제는 더욱 심각하다. UN의 국제인구행동연구소(PAI:Population Action International)의 발표에 따르면, 우리 나라의 활용 가능한 자원량은 661억$m^3$으로 이를 국민 한사람당으로 환산해 보면 1.472$m^3$으로 물 부족 국가군에 해당한다. 현재 건설교통부의 수자원장기종합계획에 의하면, 우리 나라는 2006년부터 연간 4억$m^3$, 2011년부터 연간 20억$m^3$의 물이 부족할 것으로 전망하고 있다. 우리 나라 수자원 특성상 물을 확보하는데는 댐 건설 등 수자원시설이 적기에 건설되어야 하지만, 공기가 길고(10년 이상 소요), 엄청난 투자비(약 24조원), 수몰지 발생, 환경변화 등 많은 문제점들이 도출되고 있다. 그러나 미래의 물 부족에 대응하기 위해서 댐 건설(상수원전용 댐)은 불가피한 대안 중의 하나이다. 또 다른 대안으로는 교육이나 홍보를 통하여 수돗물 사용자로 하여금 자발적으로 물 사용량을 줄이도록 권고하는 방법이 있다. 또한 수도요금체계를 현실화시키거나 법규를 통하여 절수를 의무화하는 등의 방법을 통하여 물 수요를 관리하여 댐 건설이나 상수도시설 확장 등 많은 예산이 소요되는 공사를 실시하지 않고서도 급수관리와 비슷한 효과를 가질 수도 있다. 따라서 물 절약 등 수요관리를 통하여 용수수요를 줄여 나가는 방안 마련이 시급하다. 그리고 물은 한정된 자원이자 우리의 생명수이다. 이제는 수요가 증가한다고 해서 무턱대고 공급을 늘이기 위한 정책 방향으로만 갈 수는 없는 실정이다 보니 물 수요관리를 더 한층 중요하게 다루어야 할 적기가 바로 오늘이 시점부터라고 할 수 있다.

• Korean Journal of Construction Engineering and Management
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• v.12 no.2
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• pp.12-20
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• 2011

Recently, construction site scale has been growing larger along with the growth of national economy. As construction market requires time reduction, cost saving, and improving quality, a cutting-edge technology applied research has been gradually studied for more efficient project management. In particular, the Real Time Location System (RTLS) technology, a real-time location tracking system of construction resources, can be effectively used in safety management. This technology has been studied and applied in various industries including architectural, marine, urban, and other industries. However, although tunnel construction in civil engineering has a narrow space and many safety risks, there are not researched about this content. Therefore, this study proposes an advanced safety management model for tunnel construction using the RTLS technology and a measurement method of the feasibility of this model in the construction site.

• Korean Journal of Construction Engineering and Management
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• v.9 no.4
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• pp.101-110
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• 2008

In order to achieve the best performance of a project, uncertainties involved in the building construction process need to be identified in the planning phase of the project. Risk management plays a significant role in construction to minimize risk occurred due to uncertainties of a project. Although the importance of the risk management has been known to the construction industry, a more effective system should be developed to meet the demands of the industry. The purpose of this study is to develop the effective risk management system for scheduling the construction processes. The study provides a tool that can optimize the management system which would assist managers to identify schedule risks in the planning phase of the project.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.589-592
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• 2007

While it is these days, and is increased importance as opposed to design management in managing a construction business necessity as opposed to collaboration business design management between collaboration business business company is regarded as important. An object was put in deriving a flow of a design process about the design management business and a grasp, management element as opposed to management by reason of the first, building design business ability improvement by a study of a book hereby, and an alternative plan of collaboration business design management for use in design optimization of difficulty of a disagreement, workshop modification city design information chase between books by lack of collaboration business between things of each minimization, company was shown with, air in a base in problems grasp as opposed to a collaboration business design by the second" work-site operations and a design process management element. Therefore, this thesis is going to show expected effect of a project about collaboration business design management through systematic practical use about a collaboration business design.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.899-904
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• 2007

Process management techniques are highly important in the construction industry. However, indicators or details of assessment which will show process management and its performance are still very insufficient. In particular, it is true that local corporations or small and medium sized companies suffer more difficulties than ones in metropolitan areas. Therefore, it is necessary to prepare a flexible process management and performance assessment system suited to field situations. This study identified problems of local small and medium sized companies, implemented a process and performance management system using the Lean concept, and systemized a web-based system. Also, the study proposed operational strategies so that small and medium construction companies may access and use the system easily. This will ensure the competitiveness of local small and medium sized companies, will pursue visible outcomes such as construction period reduction and construction cost reduction, and will be utilized as data related to performance assessment both during construction progress and after construction.

• Journal of the Korea Institute of Building Construction
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• v.21 no.6
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• pp.641-652
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• 2021

Although detailed information on the construction of Hwasung was recorded in the Hwasungsungyouk-eugye, analysis and evaluation from the perspective of modern construction management were limited. Therefore, in this study, construction management related information such as time, cost, and manpower was analyzed for Paldal-mun. The main work involved in the construction of Paldal-mun was foundation work and masonry work, and the total construction period was 6 months, with the overall construction progressing very quickly. The total cost of the construction of Paldal-mun was about 52,423 Nyong, which can be divided into about 15,9332 Nyang for materials and 36,4901 Nyang for labor cost. Converting these to present value, the material cost is about 1.1 billion won and the labor cost is about 2.5 billion won, and the sum of these is about 3.6 billion won. In the future, we plan to conduct additional research in this area such as deriving detailed input manpower related to the work period for each type of work.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.291-291
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• 2023

증발량을 산정하는 방법 중 증발접시를 활용한 방법은 하천의 증발량을 직접적으로 측정할 수 있는 장점이 있는 반면, 장기간의 증발접시를 활용한 증발량 추정은 현실적으로 쉽지 않다. 대표적인 증발량 산정식으로는 에너지 수지 및 공기동역학적 원리의 혼합적용 방법(PCE, Penman combination equation)과 경험적 바람공식(PWF, Penman wind function)이 있다. PCE로 산정된 증발량의 경우 하천 내 바닥열(bed heat flux)과 물기둥의 열저장 변화율이 장기간 규모의 순 복사량에 비해 작은 값을 가져 식에서 제외되므로 전반적으로 증발량이 과대 추정되는 문제가 발생한다. 반면, PWF로 산정한 증발량에서는 광범위한 매개변수 범위와 기상자료의 부족으로 모형의 불확실성을 증대시키는 요인으로 작용한다. 본 연구의 최종적인 목표는 하천 수로의 수면증발량을 추정하는 것이지만, 실제 하천 중심에서 증발량을 추정하기 위한 수문학적 자료는 매우 부족한 실정이다. 따라서, 본 연구에서는 유역단위에서의 증발량을 전이하는 방안을 모색하고자 하며, 구체적인 연구과정은 다음과 같다. 첫째, 유역단위 수문학적 자료를 수집하여(flux tower 자료 활용) 유역단위의 증발량을 산정한다. 둘째, PCE와 PWF으로 산정한 증발량과 관측된 증발량을 이용하여 각 식의 매개변수를 최적화한다. 마지막으로 최적화된 매개변수를 적용한 증발량과 관측값의 유사성을 분석한다. 본 연구에서는 하천단위의 증발량을 산정하기 위해 PWF을 적용하였으며 용담댐 내의 기상자료를 활용하여 산정한 증발량과 실제 용담댐 내의 수면증발량의 상관성을 분석한 결과 높은 상관성 확인할 수 있었다. 따라서 하천 주변에 증발량 추정을 위한 최소한의 기상정보가 존재하는 지역에서, 하천단위의 증발량을 산정할 수 있으며 장기간의 증발량도 산정할 수 있을 것으로 판단된다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.8 no.1
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• pp.120-128
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• 2020

In this study, solid capsules using crystal growth-type inorganic materials that can be directly mixed with mortar were prepared. Thus, three levels of solid capsules were prepared. The prepared solid capsule was mixed with 3% of the cement mass, was evaluated quality and crack healing properties of the mortar. As a test results of the table flow and air content of the mortar mixed with the solid capsules showed that mix of the solid capsules was no effect on the table flow and air volume. As a test result of the crack healing properties of the mortar mixed with the solid capsule according to water flow test and crack closing test, the initial flow rate was decreased, it was confirmed that the reaction product occurred over time and the cracks were healed.