• 제목/요약/키워드: shortening of construction period

검색결과 87건 처리시간 0.028초

공조설비의 온라인 유지관리 효과 분석 (An Analysis on the Maintenance Effect of the HVAC System with On-line Management Method)

  • 김용기;이태원;강성주;우남섭
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2008년도 하계학술발표대회 논문집
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    • pp.54-59
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    • 2008
  • The poor maintenance and management of HVAC systems finally lead to the shortening of the life expectancy and result in the increase of operating costs and energy consumptions due to low efficiencies. Also, it is essential to try to develop ways to adequately maintain and to use the building facilities efficiently in order to preserve earth environment and the limited resource. In this study, an analysis on the maintenance and management cost for HVAC systems was carried out with the capacity of equipment. Besides, the LCC(Life Cycle Cost) based analysis was carried out to verify the effect of the doing maintenance and management. As the results, the case of the good maintenance and management is able to save LCC to 11 % than the case of the poor method.

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건축용 비내력 경량벽체의 정적 수평하중저항성 시험방법의 표준화 (Standardization of Stiffness Test Method of Non-bearing Lightweight Wall for building)

  • 김진식;최수경
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.185-186
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    • 2015
  • The use of non-bearing lightweight wall has increased recently due to the increase of high-rise buildings and supply of long-life housing. Lightweight wall has advantages such as reducing the self-weight of the building, convenience in installation, and shortening construction period, however, must have a sufficient strength to external force. This study standardized the stiffness (static horizontal load resistance) test method for lightweight walls by using the actual impact load obtained through the load analysis test conducted in the previous studies. The size of specimen was set up as height 2.4m and width 3.0m. Test apparatus and test methods were referred to BS 5234-2:1992. However, the loading level applied to the specimen was divided into 3 steps (3000N, 1000N, 500N) that can be applied selectively depending on the purpose of the wall. The deformation characteristics according to the same loading level were vary depending on the specimen's type, and the evaluation criteria for functional damage may vary depending on the material, method of construction, and purpose of wall. Therefore, we did not suggest unified evaluation criteria of the stiffness to the test results.

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핵연료 노내조사시험설비 설치공사 완료 (The Construction Work Completion of the Fuel Test Loop)

  • 박국남;이정영;지대영;박수기;심봉식;안성호;김학노;이종민
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.291-295
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    • 2007
  • FTL(Fuel Test Loop) is a facility that confirms performance of nuclear fuel at a similar irradiation condition with that of nuclear power plant. FTL consists of In-Pile Test Section (IPS) and Out-Pile System (OPS). FTL construction work began on August, 2006 and ended on March, 2007. During Construction, ensuring the worker's safety was the top priority and installation of the FTL without hampering the integrity of the HANARO was the next one. Task Force Team was organized to do a construction systematically and the communication between members of the task force team was done through the CoP(community of Practice) notice board provided by the Institute. The installation works were done successfully overcoming the difficulties such as on the limited space, on the radiation hazard inside the reactor pool, and finally on the shortening of the shut down period of the HANARO. Without a sweet of the workers of the participating company of HEC(Hyundae Engineering Co, Ltd), HDEC(HyunDai Engineering & Construction Co. Ltd), equipment manufacturer, and the task force team, it is not possible to install the FTL facility within the planned shutdown period. The Commissioning of the FTL is on due to check the function and the performance of the equipment and the overall system as well. The FTL shall start operation with high burn up test fuels in early 2008 if the commissioning and licensing progress on schedule.

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노후 공동주택 평면확장 공법 선정을 위한 의사결정 시스템 구축방안 (Development of Decision-Making Process on Technology Selection for Aged-Housing Remodeling)

  • 이동건;차희성;김경래;신동우
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2006년도 정기학술발표대회 논문집
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    • pp.448-452
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    • 2006
  • 리모델링은 기존 건물을 폐기하지 않고 재활용 함으로써 자원의 재활용이라는 측면과 신축과 같은 부가가치를 창출한다는 측면에서 매우 중요하다고 할 수 있다. 그리고 공사에 적절한 공법 선정은 공사비와 공사기간을 줄여주고 품질을 향상시키는 역할을 한다. 또한 리모델링 공사의 경우 현장의 특성과 구조체의 특성이 공사시에 큰 영향을 끼치기 때문에 기존 신축공사 보다 공법선정이 매우 중요하다고 할 수 있다. 그러나 현재의 공법 선정은 시공정보를 반영하지 않고 단지 기존에 주로 사용하던 공법만을 선정하고 있다. 그렇기 때문에 본 연구에서는 공법 선정시 의사결정을 도와주기 위한 tool의 구축 방안을 제안한다.

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RFID를 활용한 건설공사 자재관리 방안 연구 (A study on the Construction Materials Management using RFID)

  • 오건수;송정화
    • 한국산학기술학회논문지
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    • 제11권1호
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    • pp.242-249
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    • 2010
  • 국내 건설공사의 규모가 점점 대형화, 복잡화, 전문화 되어가면서 품질향상, 원가절감, 안전 확보, 공기단축 등의 요구는 날로 증가하고 있다. 공기지연 없이 좋은 품질로 공사를 수행하기 위해서는 실시간 건설자재 관리가 매우 중요한 사항이므로, 최근 건설자재관리의 효율성을 위하여 RFID(Radio Frequency Identification)를 이용하는 다양한 연구들이 진행되고 있다. 이에 본 연구는 이러한 RFID의 기술적 특성을 파악하고 RFID에 대한 기존 연구들을 분석한 바탕위에, 건설현장에서 이루어지고 있는 자재관리 현황에 대한 조사를 통하여 문제점을 도출하고, RFID를 적용한 건설자재관리 방안을 제안하고자 한다. 본 연구는 건설자재의 효율적 관리를 통해 정확한 공정관리에 따른 필요자재를 적시에 공급할 수 있는 가능성을 제시할 것이며 이는 건설생산성의 향상으로 귀결될 것으로 예상된다.

모형시험에 의한 점성토 보강토벽의 거동분석 (Analgesis of Clearly Reinforced Soil Wall Behavior by Model Test)

  • 이용안;이재열;김유성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 토목섬유 학술발표회 논문집
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    • pp.85-94
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    • 1999
  • Reinforced Soil Wall has several merits comparing with conventional retaining wall. The conventional method has the limit of wall height, ununiform settlement of the foundation ground, quality assurance of the embankment body, shortening of construction period, economical construction and so on. Basis of previous mentioned things reinforced soil wall is the substitutional method of conventional retaining wall and its necessity is continuously increasing. The embanking material used in reinforced soil wall is generally limited such as a good quality sandy soil, and in many case constructors have to transfer such a good embanking material from far away to construction site. As a result, they would pressed by time and economy. If poor soils could be used embanking material, for example, clayey soil produced in-situ by cutting and excavation, the economical merit of reinforced soil wall would be increased more and more. Likewise, a lot of study about laboratory experimental behavior of reinforced soil wall using a good quality soil is being performed, but is rare study about clayey soil containing much volume of fine particle relatively in korea. In this study, the authors investigated behavior of the geosynthetic reinforced and unreinforced soil walls using clayey soil as embanking material in view of horizontal movement of walls, bearing capacity and reinforcement stress.

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건축용 비내력 경량벽체의 내충격성 시험방법의 표준화 (Standardization of Impact Test Methods of Non-bearing Lightweight Wall for Building)

  • 김기준;최수경
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.181-182
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    • 2015
  • The use of non-bearing light weight wall has increased recently due to the increase of high-rise buildings and supply of long-life housing. Light weight wall has advantages such as reducing the self-weight of the building, convenience in installation, and shortening construction period, however, must have a sufficient strength to external force. This study standardized the impact resistance test method for light weight walls by using the actual impact load obtained through load analysis test in previous studies. The impact resistance test method was divided into the test method that uses soft body and the one that uses hard body. The size of specimen was set up as height 2.4m and width 3.0m. The size and shape of the body followed those used in BS 5234-2 and so on for the compatibility with the test method used overseas. The judgment criteria for impact resistance based on test results were not defined uniformly as the assessment of functional damage can vary depending on the type of material, structural method, purpose of wall, and so on even when the same impact load was applied.

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프로젝트 단계별 LOD가 반영된 스마트 BIM 커튼월 라이브러리 체계 구축 (Proposal of Smart BIM Library Framework for Curtain Wall with different LOD on each project stage)

  • 김범준;김성아;김병주;진상윤
    • 한국BIM학회 논문집
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    • 제7권2호
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    • pp.44-55
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    • 2017
  • Recently, there has been a growing interest in the life cycle management field of buildings through the introduction of BIM. And as BIM application is expanded, BIM ordering guidelines and guidelines are becoming popular. Also, as diverse forms of buildings including super high-rise building have been generalized, attention to the importance of curtain walls that are advantageous for construction period shortening, building lighting and quality homogenization has been increasing. However, all BIM information from the design stage to the maintenance stage is not accumulated in stages. And the input information is not improved in proportion to the level of appearance of the BIM model. Also, current curtain wall designs rely heavily on curtain wall consulting firms or utilize accumulated data from existing processes. In this study, curtain wall components, shape and property information were derived by analyzing BIM guidelines and curtain wall construction standards to contribute to solving these problems. And the curtain wall smart BIM library which can be converted according to LOD(Level of Development) has been produced and its applicability has been verified. Through the library, curtain wall information can be systematically managed in the library from design to construction and maintenance. And the library will contribute to the expansion and activation of the BIM library market in the future.

이중버블시트를 이용한 단열양생공법의 한중콘크리트 현장적용 (Field Application of Insulation Curing Method with Double Bubble Sheets Subject to Cold Weather)

  • 홍석민;백대현;김종;전충근;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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    • pp.57-60
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    • 2008
  • This study investigated the results of insulation heat curing method using double layer bubble sheet in slab concrete and mass concrete in cold weather environment. First of all, when double bubble sheets are applied, it was shown that slab concrete was protected from early freezing by remaining between 6 and 15℃ even in case outside temperature drops -9℃ below zero until the 2nd day from piling, and in the case of mass concrete, with the maximum temperature difference between the center and surface less than 4℃, crack occurrence index was close to 2 and no hydration heat crack occurred by internal constraint. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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이중버블시트를 이용한 단열보온 양생공법의 한중콘크리트 현장적용 (Field Application of Insulation Curing Method for the Concrete applying Double Layer Bubble Sheets Subjected to Cold Weather)

  • 홍석민;손호정;오치현;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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    • pp.83-85
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    • 2011
  • This study investigated the results of insulation heat curing method using double layer bubble sheet in concrete in cold weather environment. First of all, when double bubble sheets are applied, it was shown that concrete was protected from early freezing by remaining between 7℃ and 3℃ even in case outside temperature drops -7℃ below zero until the 3d day from piling. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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