• 제목/요약/키워드: Buidling Construction

검색결과 5건 처리시간 0.021초

FACTORS ACOUNTING FOR ACTIVITY-TIME AND PROJECT-TIME UNCERTAINITIES IN BORED PILES CONSTRUCTION PLANNING: CASE STUDY ON A BUIDLING PROJECT IN HONG KONG

  • Stephen K.K. Cheng;Ming Lu;Hongqin Fan
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.747-753
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    • 2009
  • Planning the construction for a system of bored piles in building foundation engineering is (1) to predict the time duration required to complete all the bored piles with due consideration of relevant engineering factors and site constraints; then (2) to predict the total project time generally by aggregating the predicted working duration for construction of each bored pile. The duration for construction of an individual bored pile results from analyzing various working sequences and different activity duration (such as predrilling, excavation, steelfixing, air-lifting, and concreting, etc.), which is informed by experiences and site records of previous projects. However, determining the project duration for constructing many bored piles on one site is much more complicated than adding up the time duration for individual piles. In practice, project schedules are often found to be unrealistic and incorrect during the construction stage. This is because construction planning is not based on a exhaustive and comprehensive evaluation of site factors, such as site layout plan, site constraints, quality control, environmental control, safety control and logical relationships between different trades. In this paper, we identify those factors based on a foundation engineering site in Hong Kong with ninety-seven bored piles and address their effects on uncertainties in activity time and project time.

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공동주택 방수 시공 부위에 따른 성능등급의 필요성 확인 - AHP 분석을 중심으로 - (Necessity for Performance Grade for Residential Structure Waterproofing based on Application Areas - Using AHP Methodology -)

  • 안기원;오규환;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.21-22
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    • 2021
  • Domestic residential buidling grading is currently comprised of 5 fields; sound-proofing, structure, ambient condition, living environment and fire-proofing. However, factors the take up most of the civil complaints are related to leakage, and waterproofing is not listed as part of the grading system. In particular, the Ministry of Land and Transport claims that the most crucial problems are leakage related in residential structures. Therefore, this study proposes to provide such grading system for waterproofing by AHP methodology based on waterproofing application locations in residential structures.

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건물구조체를 이용한 수평형 지열시스템의 시공법에 관한 연구 (Study on construction method of horizontal ground heat pump system using the building structure)

  • 채호병;남유진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 추계 학술논문 발표대회
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    • pp.139-140
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    • 2013
  • Ground source heat pump systems can achieve the energy saving of building and reduce CO2 emission by utilizing stable ground temperature. However, they have many barriers such as high cost of installation, incompletion of design tool, lack of recognition as heating and cooling systems. In order to solve the problems, the building integrated geothermal system (BIGS) developed by several researches which use building foundation as a heat exchanger. In order to establish the optimum design tool of BIGS with the horizontal heat exchanger, the prediction method of ground heat exchange rate developed with numerical simulation model. In this study, the economic analysis for BIGS was conducted based on simulation results and the optimal design method was suggested. As a result, it was found that the case of 32 A, piping space 0.3 m, piping deep 0.5 m and flow rate 9.52 L/min was the best case as 50.1 W/m2 of heat exchange rate. In this case the initial cost was reduced to 115 million won.

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효용적인 알고리즘에 의한 초고층건물의 비탄성 해석 연구 (Investigation on Inelastic Behavior of Tall Buildings Based on Efficient Analysis Algorithm)

  • 주영규;홍원기;김상대;박칠림
    • 한국강구조학회 논문집
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    • 제10권1호통권34호
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    • pp.115-123
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    • 1998
  • 철골조 초고층건물의 설계에 있어서 구조물의 극한상태는 탄성해석으로는 구할 수가 없다. 현재의 비탄성 해석프로그램은 중대형에서 수행되고 있으며 사용하기가 복잡하고 그 결과값을 분석하는데 많은 노력과 시간이 요구되기 때문에 실무분야에서 비탄성 해석은 사용성에서 어려움이 있다. 본 연구에서는 잔여응력계수를 사용한 방법을 이용한 PC용 비탄성 해석법을 실제 초고층건물에 적용하여 탄성설계된 구조물에 대한 비탄성해석을 수행하였다. 또한 시스템 연성을 증대시키기 위한 구조시스템 변경방법에 관해 제시하고 있다.

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건설현장 굴착작업을 위한 토공 BIM 프로토타입 개발 (Development of a Prototype for an Earthwork BIM Environment)

  • 문성우;손지홍;홍순헌
    • 대한토목학회논문집
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    • 제35권3호
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    • pp.707-714
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    • 2015
  • 현재 정부에서는 설계기술발전을 위해서 BIM을 적극적으로 장려하고 있다. BIM 환경에서 건설관리자는 시각적인 정보뿐만 아니라 비용과 시간을 접목시켜서 건설공사의 진행사항과 이와 관련된 비용집행현황과 공정 스케줄을 검토할 수 있다. 그러나 BIM은 건물, 교량 등 고정된 구조물 설계와 시공에 대부분 적용되고 있는 것이 현실이다. BIM은 그 기능을 확장시켜서 고정된 구조물뿐만 아니라 환경변화가 지속적으로 발생되는 토공작업에도 적용할 수 있다. 본 논문에서는 BIM 기법을 토공현장에 적용시키기 위한 프로토타입 개발과 적용을 연구목적으로 한다. 토공 BIM 프로토타입은 굴삭기와 같은 건설장비와 연동하여 변화되는 지형에 대한 3차원적 데이터를 제공하여 토공작업의 현황정보를 제공한다. 본 연구과정에서는 BIM을 동적인 토공작업에 적용하기 위해서 필요한 속성정보를 찾고, 이를 바탕으로 토공 BIM의 사용자 화면을 제시한다.