• Journal of the Korea Institute of Building Construction
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• v.14 no.5
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• pp.467-476
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• 2014

According to the expanding of construction machinery works, the number of civil complaints demanding compensations are increasing continuously from surrounding residents due to the noise from construction fields. However, the noise is usually managed restrictedly during the construction phase rather than prevented in advance. So, the efforts to solve the noise problem are occurring only after complaints have been made. Also, excessive cost and time consuming in order to solve the complaints negatively affects to construction companies. Therefore, the purpose of this study is to develop an optimized scheduling process model for controlling the noise in construction field by considering the planned time, cost, and the number of equipment before construction. In addition, this process model is expected to provide a useful information about the cost comparison between the original planned cost plus compensation and the optimized cost considering noise limitation so that the site managers can manage their projects effectively.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.6
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• pp.1405-1412
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• 2015

In Korea, public infrastructure projects employ "long term continuation (LTC) contracts," which require budgets to be reevaluated and re-appropriated annually throughout the multi-year life of the project. However, such contracts also make it susceptible to frequently changing government policies, in which budgets required for existing projects are allocated to new projects and thus does not provide a consistent stream of capital to multi-year projects. Each year, the KEC needs to attain government funds for construction of its multiple highway construction sites. Because it is difficult to know the amount that may be actually appropriated to KEC in a given year, it is in turn difficult to anticipate and provide sufficient funds necessary for construction to run smoothly and continuously. The lack of a good logic for appropriation has resulted in projects having a skewed distribution of capital. To get better budget appropriations from the central government, the KEC first needs a systemized approach that rationalizes the annual construction capital optimally required for its individual sites. The goal of this research was to devise a way that allows the KEC to determine and calculate the optimal construction costs that would be required for its individual construction sites on an annual basis. Both the optimal progress rate and the essential work types were assessed through a workshop with 24 professionals (KEC employees and contractors) who had extensive experience in KEC projects and also were currently working in these projects.

• Journal of the Korea Concrete Institute
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• v.16 no.1 s.79
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• pp.18-26
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• 2004

The cost of underground work is a dominant factor to determine the total construction fee. It is generally 2 ${\~}$ 2.5 times higher than that of above ground for building with the same height. 'A new precast prestressed framing plan for underground parking building' was suggested with the beam of the least depth - U-type beams. The depth of regular rectangular reinforced concrete beam which is currently used in the underground parking of apartments could be reduced up to 12 ${\~}$ 34cm/story due to the development of a U-beams from the optimum process. Two full scale prototype U-beams were tested in this study. It was found that the Wide U-beams in the test showed higher strength than calculated nominal and design, however need to provide temporary supports to meet the flexural moment of construction load at the simply supported state before the lopping concrete hardens.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.157-158
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• 2009

In this study, We analyze structural behavior feature of column under reinforced-bar and concrete strength and load conditions and analyze optimal column diameter and construction cost through parameter study. In case we use the 40MPa high strength concrete instead of 27MPa concrete in pier, the results show positive effect in appearance of pier and cost because of small column diameter and low construction cost. Also, practical effect is proved by applying this results in pier of Shin Hou Bridge on Hum-Sung ${\sim}$ Chung-Ju highway construction work.

• JOURNAL OF ELECTRICAL WORLD
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• s.310
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• pp.67-72
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• 2002

미쓰비시(삼릉)전기 플랜트건설총괄부의 전력플랜트 건설공사는 수력$\cdot$화력플랜트 및 변전설비를 대상으로 하고 있으며, 수차$\cdot$수차발전기$\cdot$가스절연개폐장치(이하 ''GIS''라 한다), 변압기, 배전반 및 관련 제어기기 등의 설치 및 기기간의 배선공사 설계$\cdot$시공을 담당하고 있다. 최근의 전력플랜트를 둘러싼 일본의 시장환경은 신설 플랜트는 감소하고 갱신$\cdot$기기개수(개조, 수선) 공사의 비율이 커지고 있으며, 신설$\cdot$개보수 공사를 불문하고 공사품질의 유지와 공사비 저감을 위한 공법$\cdot$작업의 개선과 설계$\cdot$계획 업무의 합리화를 추진하여 왔다. (1) 기자재 개발에 의한 공법$\cdot$작업 개선 대형수력발전기의 로터조립용 다브테일키 박아놓기(타입)장치, 스테이터코일 분해(갱신)용 코일 엔드절단 및 코일뽑기공구, 터빈발전기 센터링용 유압잭, GIS 설치용 작업용발판을 개발하여 적용함으로써 공법 개선과 작업효율의 향상을 실현하였다. (2) 공사계획 방법의 개선 변전플랜트에서의 공기단축을 목적으로 하는 현지 설치 최적공정 책정방법의 개발$\cdot$적용, 또한 화력플랜트에서의 공사물량의 저감과 설계작업의 효율 향상을 목적으로 하는 케이블 배선 설계$\cdot$계획 방법의 개발 및 적용으로 설계업무의 개선, 공사비 저감을 도모하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.372-372
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• 2012

해외 사업에서 지구에 따라 기상 자료가 부족한 지역이 많다. 여기서는 에티오피아의 밭 관개 용수 공급을 위해 일 강우 자료와 월평균 기상자료를 이용하여 일 증발 자료를 생산하여 적정 저수지 위치와 규모를 정한 결과 다음과 결과를 얻었다. 첫째, 구글지도와 DEM을 이용하여 6개의 댐 후보지를 선정하였고, 표고별 저수면적, 저수량 관계식을 도출하였다. 둘째, 기상자료 수집의 어려움으로 한국 자료를 분석하여 현지의 장기간 기상 자료를 가공, 모의하여 적용하였다. 셋째, 현지 유량측정 자료와 한국 관측자료를 이용하여 현지의 합리적인 일 유입량 자료를 생산하였다. 넷째, 현지의 토양조건을 고려하고, 토양수분 물수지 모형을 개발하여 토양수분 부족량 공급 기준의 합리적 관개용수 필요수량을 산정하였다. 다섯째, 저수지 일 물수지 모형을 구축하여, 저수량 일별 모의에 의해 적정 댐 저수지 규모를 결정하였다. 여섯째, 국내 농업용 저수지의 실적 공사비 내역 자료를 참고하여 합리적 수준의 개략 공사비와 총 사업비를 산출하였다. 일곱째, 최적 저수지 위치와 규모로 유역면적 $739.57km^2$인 위치와 만수위 EL. 1,660 m, 총 저수량 3,529만 $m^3$인 규모를 제시하였다.

• Journal of the Korea Institute of Building Construction
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• v.21 no.5
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• pp.495-506
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• 2021

A Conceptual cost estimate, which is computed in the preliminary step of a project, is important for decision-making by a contractor in terms of the project budget, economic feasibility and validity analysis, and alternative comparisons. Therefore, a high error rate of a prediction model for a conceptual cost estimate can lead to various problems including excessive project expenditures and a delayed break-even point. this study proposed optimal impact factors by configuring quantitative impact factors computable in a preliminary step in various cases(combinations of impact factors). subsequently, the accuracy of different cases was comparatively analyzed by using the cases as input values of a prediction model using regression analysis. when the optimal combination of impact factors proposed in this study and other combination of impact factors were applied to the prediction model, the regression analysis-based prediction model exhibited 0.2-4.7% improvements in accuracy, respectively. the optimal combination of impact factors proposed in this study improved the accuracy of the prediction model of a conceptual cost estimate by removing unnecessary impact factor.

• Proceedings of the KIEE Conference
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• 2001.07b
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• pp.1315-1318
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• 2001

국내외적으로 배기가스 저감 등 환경규제 강화와 환경의식이 향상되면서 원자력, 석탄, 중유 발전 등은 주변지역의 반대에 직면하여 발전소 건설사업 추진이 순조롭지 못한 실정이다. 또한 석유에너지 자원의 고갈과 국제 고유가 시대에 따라 대체에너지의 개발에 세계 각국이 심혈을 기울이고 있다. 그러나 우리나라의 경우 대규모 수력 발전소 입지를 찾는데는 한계가 있으며, 대부분 개발가능 지점이 15m이하 저낙차의 특징을 갖고 있다. 종래에는 소하천을 가로막아 소수력을 개발하는 것이 주종을 이루었으나, 최근에는 공사비 과다로 인한 경제성 불투명과 각종 주변 지역의 민원으로 개발이 어려워 광역상수도, 하수처리장, 농업용 저수지, 다목적댐 하류 조정지댐 등에 저낙차 유휴에너지를 다각적으로 이용하는 방안이 연구 개발되고 있다. 본 연구에서는 저낙차를 이용한 소수력 발전의 최적설계와 경제성 평가 기법 등을 실 적용한 사례를 중심으로 논하고자 한다.

• International Journal of Highway Engineering
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• v.12 no.2
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• pp.33-41
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• 2010

It is stated in the highway geometric design guide that expressway interchange types should be selected considering a set of input variables including travel demand, topography, construction cost and interchange spacing. However, this selection method has a problem of providing different interchange types even for the same input variables depending upon different applications of engineers discretion. A procedure that produces consistent results is necessary and this paper presents the development of an efficient and reliable procedure based on the quantification of road user costs and construction costs on interchanges. To develop this procedure, a survey of existing expressway interchange types in South Korea was made and 10 basic interchange types and 52 supplementary interchange types were identified. To relate road user costs and construction costs to these interchange types, this research uses two method. First, interchange types were expressed by a set of ramp configurations. Second, road user benefits and construction costs associated with these different interchange types were formulated based on the current national guide of the expressway economical analysis. As a result, it was proved that an interchange type to provide minimum costs could be selected consistently and this research result should be useful for future expressway geometric designs.

• International Journal of Highway Engineering
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• v.8 no.4 s.30
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• pp.159-179
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• 2006

By using the current road design method that is based on the regulation about structure and facilities standard of the road and the route plan guide of a national road and the alignment optimization road design method which is studied in the inside and outside of country, this study operate the route plan of the sample study and compare and analysis the route character, consequently the current design method has local optimization that is formed the plan by the stage and the section. Alignment optimization road design has the system optimal route search. But cost function has limite that caused by construction parameter that is not included in cost function. So we design a road route included cost function in main fields. As a result, we obtain a realistic and economically road route. The alignment optimization road design model has to be made up some problems, like the change of vertical gradient in the tunnel section, though this defects it has a lot of merits as a geometric design tool, especially in the feasibility study and the scheme design.