• 제목/요약/키워드: Installation Costs

검색결과 376건 처리시간 0.023초

공공의무화 제도에 따른 신재생에너지 보급 실태 분석 (The Supply Status Analysis of New Renewable Energy Based on Public Obligation System)

  • 서상현;이용호;김형진;조영흠;황정하
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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    • pp.220-225
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    • 2011
  • Based on the supply status statistics of new renewable energy according to public obligation system, current status of overall application centered on solar heat, solar ray, and geothermal heat as energy sources that can be applied to buildings may be analyzed as follows. (1) After the public obligation system, the investment costs on the total construction costs by years were between 5.21% and 7.12%: they were 7.12% in 2004, where the system was initially implemented; and they were gradually declined from 2005 to 2011, 5.76% in average. The ratio of equipment investment per energy sources in the total construction costs was 5.9%, which was slightly more than the obliged ratio. The order of investment costs per energy source was solar ray, geothermal heat, and solar heat. (2) Among the 1,433 sites in the plan of new renewable energy installation based on the public obligation system, "for cultural & social use" was most in target institution, and facilities for education & research was most in use classification, followed by public working, culture & rally, and sports. The number of facilities applied according to the case for planning installation per use classification of the target institution was between 1.1 and 1.5, or 1.4 in average of energy source. Conclusively, the authors of this study investigated overall current status of new renewable energy supply from the analysis of statistic data, and it may be needed of further supplementation of various examinations by visiting investigation and interviews with practitioners based on classification of use of target institutions.

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자중조절형 해상풍력 지지구조 개념설계 및 부유이송 현장시험 (Conceptual Design of Self-Weighing Support Structure for Offshore Wind Turbines and Self-Floating Field Test)

  • 김석태;김동현;강금석;정민욱
    • KEPCO Journal on Electric Power and Energy
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    • 제2권4호
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    • pp.631-638
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    • 2016
  • 해상풍력발전은 경관 및 소음 등의 문제 및 풍황자원 고갈로 인한 사업부지 확보가 어려운 육상풍력발전의 대안으로 주목받고 있다. 해상풍력은 해상에 풍력터빈을 세우기 때문에 경관 훼손이나 소음으로 인한 민원발생이 적고 상대적으로 풍황자원이 풍부하기 때문에 발전생산성이 높다. 그러나 육상풍력에 비해 해상풍력은 설치비가 높아 경제성이 떨어뜨리는 요인으로 작용한다. 이러한 높은 설치비는 해상작업에 필요한 대형장비의 대여기간과 높은 대여료에서 기인하는데, 본 논문에서는 대형 해상장비의 사용을 최소화하여 설치할 수 있는 해상풍력 지지구조의 개념설계를 수행하였다.

서남해안 2.5GW 해상풍력단지 조성을 위한 설치 일정계획 (Installation Scheduling for the Development of Southwest Coast 2.5GW Offshore Wind Farm)

  • 고현정
    • 한국항만경제학회지
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    • 제33권2호
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    • pp.83-96
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    • 2017
  • 지구 온난화에 대처하는 일환으로 신재생에너지 가운데 세계 각국은 해상풍력단지 개발에 투자를 집중하고 있다. 그러나 해상풍력단지 개발은 해상에서의 구조물 운송, 설치 등의 해상작업이 요구됨에 따라 투자비용이 육상풍력단지 보다 높은 단점이 있다. 특히 해상기상 여건으로 인한 설치기간 지연은 해상풍력단지 운영의 경제성에도 영향을 끼치는 요소이다. 따라서 본 연구에서는 국내 해상의 기상여건을 고려하여 해상풍력단지 조성의 최적 일정계획을 거시적 측면에서 분석하고자 하였다. 이를 위해 수리적 모델을 개발하였고, 이를 이용하여 국내 서남해안 2.5GW 해상풍력단지 조성사업에 적용하였다. 해상 기상여건은 기상청의 자료를 활용하였고, 모델에 사용된 입력 자료는 해외의 선행 사례를 바탕으로 현실성을 최대한 반영하고자 하였다. 그 결과 해상풍력터빈 35기를 설치하는데 6개월이 소요되는 것으로 분석되었다. 특히 겨울을 피하여 작업하는 것이 비용을 최소화할 수 있는 것으로 분석되었다.

건축물 범죄예방 기준 확대적용에 따른 경제성 분석 (An Economic Analysis by Applying Extended Crime Prevention Standards for Buildings)

  • 현태환;조영진
    • 대한건축학회논문집:계획계
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    • 제35권11호
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    • pp.53-60
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    • 2019
  • Multi-unit house, multi-household house, row house and apartments with less than 500 households were included in the list of anti-crime for buildings following the revision of the "notice of crime prevention building standards" on July 31, 2019. Strengthening the performance of crime prevention buildings is inevitable to increase the cost of building construction, including installation of preventive facilities and use of facilities that have secured performance. Thus an economic analysis on the costs and expected benefits of implementing the standards is required for social consensus. Economic analysis is divided into cost analysis and benefit analysis. This study aims to perform an economic analysis on the installation of crime prevention facilities in the buildings subject to expanded crime prevention obligations. Cost analysis is calculated as the sum of the cost of installation and the price of the crime prevention facilities installed for each target residential building. Benefit analysis is calculated as the social cost of targeted crimes that are expected to decrease due to the installation of crime prevention facilities. Economic analysis shows that the total cost of installing crime prevention facilities in residential buildings is estimated at 107.31 billion won per year, while the total benefit from enhanced crime prevention performance is estimated at 9.38 billion won per year. Considering inflation, benefits are expected to outpace costs in the 28th year since the system was implemented.

Cost Analysis of the Structural Work of Green Frame

  • Joo, Jin-Kyu;Kim, Sun-Kuk;Lee, Goon-Jae;Lim, Chae-Yeon
    • 한국건축시공학회지
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    • 제12권4호
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    • pp.401-414
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    • 2012
  • The adoption of Green Frame is expected to provide economic benefits, since construction costs are reduced by the in-situ production of precast concrete column and beam. The cost reduction can ultimately be realized by saving transportation costs and the overhead and profit of PC plants. The cost structure of Green Frame, which is built up using composite precast concrete members, is similar to that of a bearing-wall structure, but the difference in construction process has resulted in some cost differences for a few items. In particular, production and installation is the principal work involved in Green Frame made by precast concrete members, while form and concrete work is the principal work for a bearing-wall structure. As such, the rental time and fee for a tower crane should be compared through time analysis. To verify reliability, this study focused on developed residential projects to estimate the construction costs. Through this analysis, it was found that the costs of Green Frame were 1.57% lower than the costs of bearing-wall structure. The results of this study will help in the development of a management plan for the structural work of Green Frame.

건설현장의 추락재해 감소를 위한 스마트 안전장비를 활용한 USN 활용 안전관리의 적용에 관한 연구 (The Study on the Application of the Safety Management Utilizing USN Using Smart Safety Equipment to Reduce Falling Accident on Construction Sites)

  • 남욱진
    • 한국안전학회지
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    • 제35권6호
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    • pp.46-53
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    • 2020
  • The domestic construction industry is becoming larger, high-rise and specialized. However, safety consciousness is still staying in low levels and falling accidents are apt to rise compared to other industries. So, the new way of safety management is required for reducing of the construction falling accidents. In this paper, we evaluate appropriateness of safety management on construction sites utilizing USN using smart safery equipment. Thus, we calculate loss costs of falling accidents considering accident rates and costs of the USN using smart safery equipment installation then compare both calculated costs. This research aims to propose the method for reduction of construction accidents in addition to conventional safety control methods by analyzing the propriety of applying USN using smart safery equipment on construction sites.

뒤채움 최대입도를 이용한 지오그리드 보강재의 시공손상계수 산정 방법 (Evaluation of Installation Damage Factor for Geogrid using Maximum Particle Size of Backfill Material)

  • 김경석;최영철;김태수;임성윤
    • 한국지반신소재학회논문집
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    • 제6권4호
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    • pp.29-37
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    • 2007
  • 시공손상계수는 보강토 옹벽에 사용하는 지오그리드 보강재의 설계 강도 산정에 필요한 중요한 계수로서 실제 조건을 모사한 현장시험을 통해 구하고 있다. 하지만 지오그리드의 시공 중 발생하는 손상은 지오그리드의 재질, 단위면적당 중량, 뒤채움의 시공방법, 뒤채움의 입도에 따라 달라지며 현장시험을 통해 다양한 영향인자를 고려한 시공손상계수값을 도출하는데는 많은 시간과 비용이 소요된다. 본 연구에서는 시공손상에 영향을 미치는 인자들을 분석하고 뒤채움에 포함된 최대입경만을 이용하여 지오그리드 보강재의 시공손상계수를 산정하는 경험적 방법을 제시하였다.

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Identification of Factors Influencing the Operability of Precast Concrete Construction Shipment Request Forms

  • Jeong, Eunbeen;Jang, Junyoung;Kim, Tae Wan
    • 국제학술발표논문집
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    • The 9th International Conference on Construction Engineering and Project Management
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    • pp.145-152
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    • 2022
  • Recently, interest in the precast concrete (PC) construction method has been increasing. The PC construction process consists of i) design, ii) production, iii) transportation, and iv) installation. A PC field manager at the site submits a shipment request form to the factory one to three days before the installation of the PC component. Numerous matters should be considered in writing a shipment request form. Incorrect shipment request forms may cause standby resources, waste of resources, premature work conclusion, or excessive work. These issues can lead to an increase in construction costs, replanning of PC component installation, or rework. In order to prevent such problems, PC component installation should be simulated based on the shipment request form. Accordingly, this study aims to identify factors influencing the operability of shipment request forms for PC construction. To this end, this study derived factors influencing i) initiation of the activity, ii) addition or deletion of activities, and iii) an increase or decrease in the activity execution time. As a result, this study identified flow, the features of PC components, condition of PC components, unloading location, installation location, input equipment and labor, number of anchors, number of supports, weather, strike, and accident. Further studies should verify the factors derived in this study based on focus group interviews.

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인장각형 부유식 해상풍력발전시스템의 하부 플랫폼 설계 및 운송·설치 관련 특성 고찰 (A review of the characteristics related to the platform design, transportation and installation of floating offshore wind turbine systems with a tension-leg platform)

  • 안현정;하윤진;박지용;김경환
    • 풍력에너지저널
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    • 제14권4호
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    • pp.29-42
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    • 2023
  • In this study, research and empirical cases of floating offshore wind turbine systems with a tension-leg platform are investigated, and hydrodynamic and structural characteristics according to platform shapes and characteristics during transportation and installation are confirmed. Most platforms are composed of pontoons or corner columns, and these are mainly located below the waterline to minimize the impact of breaking waves and supplement the lack of buoyancy of the center column. These pontoons and corner columns are designed with a simple shape to reduce manufacturing and assembly costs, and some platforms additionally have reinforcements such as braces to improve structural strength. Most of the systems are assembled in the yard and then moved by tugboat and installed, and some platforms have been developed with a dedicated barge for simultaneous assembly, transportation and installation. In this study, we intend to secure the basic data necessary for the design, transportation, and installation procedures of floating offshore wind turbine systems with a tension-leg platform.

Feasibility Analysis for Introducing ESCO Program of LED Luminaire Replacements in Schools

  • Shin, Hyunman;Jang, Woojin
    • 조명전기설비학회논문지
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    • 제30권1호
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    • pp.8-13
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    • 2016
  • Public institutions should replace their luminaires with LED lighting by 2020 to save energy. Because the LED lighting installation rate in schools has not yet reached the legal goal, the ESCO program feasibility was investigated. The amount of electricity used, electric rates, times of use in classrooms and fluorescent lighting maintenance costs etc., as well as the elements of lighting maintenance were analyzed. In the case of schools, the lamp usage time was so short that the ESCO projects with only energy savings were impossible. In order to execute the ESCO projects, the maintenance cost savings by replacing an existing luminaire should be considered and the introduction of the relatively cheaper tube type LED lamp than the flat type LED luminaire was required.