• 제목/요약/키워드: In-Buidling

검색결과 11건 처리시간 0.02초

공동주택 기계실 난방설비 운전 개선 연구 (A Study on Improved Operation of Apartment Heating System in a Machine Room)

  • 서정아;신영기;김용기;이태원
    • 설비공학논문집
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    • 제29권1호
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    • pp.38-42
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    • 2017
  • This study proposes an idea for energy saving in apartment machine rooms. A conventional district heating system is equipped with constant-flow pumps and bypass valves to regulate pump differential pressure. Each family unit is equipped with a constant-flow on/off valve. This leads to excessive hot water circulation and a high return temperature. To reduce energy loss, this study assumes that each family unit is renovated with a heating valve which regulates the return temperature at $35^{\circ}C$. The hot water supply pump is also replaced with a pump with an inverter to vary flow rate. Expected energy savings is then estimated from field test data. According to the results, pump electricity consumption was reduced by 6,100 kWh for a family unit building over about half a year. The supply temperature can also be lowered by $5^{\circ}C$, which can contribute to a production of electricity of 10.3 kWh/ton of hot water.

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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강합성 중공 웨브의 구조용 목재 최적배치를 위한 강성기반 위상설계 정보 (Topology design informatics for optimally allocating glue-laminated timber members of steel-composite beams with web-openings)

  • 이동규;반 티엔 탄
    • 한국공간구조학회논문집
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    • 제22권2호
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    • pp.47-55
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    • 2022
  • In this study, we focus on the feasibility of structural topology optimization for a steel-timber composite beam design of optimally allocating glue-laminated timbers into a web with openings under the condition of given steel flanges. The motivation of this study is to topologically take maximal stiffness harmonizing both tension and compression performance of the steel-timber composite beam and become the eco-frandly timber design for buidling members. As a result of this study, the key web-openings allocation becomes triangle spaces, i.e., empty or no materials, of optimal topologies of both a pure timber plate and a steel flange-web timber plate without web-openings. Several applicable examples verify the effectiveness of topology optimization for steel-timber beams with web-openings.

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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계량심리학의 방법론을 이용한 체계적인 전문가 지식구조분석 방법 : 비재무항목을 활용한 중소기업 신용평가전문가시스템 규칙개발에 적용 (A Psychometric Method for Structuring Expert Knowledge:Application to Developing Credit Analysis Espert System for Small-Medium Companies Using Nonfinancial Statement Information)

  • 이훈영;조옥래;이시환
    • 한국경영과학회지
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    • 제23권1호
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    • pp.161-181
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    • 1998
  • Translating expert knowledge into production rules has been the most difficult and time-consuming when building expert systems (Buchanan et al. 1983). Especially, buidling hierarchical structure, i. e. developing sequential or dominant relationship among production rules is one of the most important and difficult processes. Hierarchical relationship among rules has been typically determined in the course of interviewing human experts. Since this interviewing procedure is rather subjective, however, the hierarchically structured rules produced in terms of interviewing is widely exposed to the severe discussion about their validity (Nisbett and Wilson 1977 : Ericsson and Simon 1980 : Kellog 1982). We thus need an objective method to effectively translate human expert knowledge into structured rules. As such a method, this paper suggests the order anlaysis technique that has been studied in psychometries (Cliff 1977 : Reynolds 1981 : Wise 1983). In this paper we briefly introduce the order analysis and explain how it can be applied to building hierarchical structure of production rules. We also illustrate how bankrupcy prediction rules of small-medium companies can be developed using this order analysis technique. Further, we validata the effectiveness of these rules developed by the order analysis, in comparison with those built by other methods. The rules developed by the proposed outperform those of the other traditional methods in effectively screening the bankrupted firms.

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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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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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조선대학교 본관과 건축가 김한섭의 상관성에 관한 고찰: 1940~50년대를 중심으로 (A study of correlation between Architect, Kim Han-sup's Architecture and the main building of Chosun University in the 1940's to 1950's)

  • 김명선;김용춘
    • 건축역사연구
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    • 제27권6호
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    • pp.41-48
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    • 2018
  • For the proper preservation and utilisation of Regional Modern Heritage Buildings, it is necessary to study the history of local modern architecture based on a broad understanding of the region and also to architectural history. The aim of this study is expand the awareness and multi-faceted interpretation of modern architecture in Kwangju in the 1940's to 1950's, by exploring the origin of regional modern architecture from new perspectives. As a part of the discussions of the perspectives, this study will be therefore explained with the regional correlations between the architect Kim Han-seop's works and activity, influential politicians, strong enthusiasm of education, architectural characteristics of the main building of Chosun University, architecture schools and association in Kwangju. Then, it will be finalised that Kim Han-seop and the main building of Chosun University are directly and indirectly correlated and affected each other strongly.

안테나 지향성 원리를 이용한 5G 건물 내 품질향상에 관한 연구 (A Study on Improvement of 5G In-Building Quality using Antenna Orientation Principle)

  • 이병찬;이성화;김진태
    • 한국인터넷방송통신학회논문지
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    • 제22권4호
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    • pp.41-48
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    • 2022
  • 본 연구는 5G가 안정화되어 갈수록 많은 양의 트래픽이 건물 내 발생할 것으로 예상됨에 따라, 건물 내 5G 품질향상을 위해 지향성이 향상된 인빌딩용 안테나를 설계한 연구이다. 야기 안테나 전파 지향원리인 안테나 소자 전진 배열방식을 응용한 것이 아니라, 기지국용 안테나에 적용된 수직 배열 방식의 안테나 설계 방안을 제시한 것이고, 실험을 통해 안테나 지향성이 증가함을 확인하였다. 실험 결과에 따르면, 안테나와의 이격거리가 10m 이내에서는 지향성이 크게 증가하지 않았지만, 10m 이상 이격된 거리에서는 지향성이 약 3dB 가량 증가한 것으로 나타났으며, 빌딩 내 무선환경이 외부 환경과 달리 내부 구조물의 구조, 콘크리트, 유리와 같은 자재, 폐쇄된 공간, 벽면 등 다양한 변수가 존재하는 점을 고려하였을 때, 지향성이 향상된 안테나는 향후 빌딩 내 5G 품질개선의 폭을 넓힐 수 있고, 건물 내에서도 안정적인 통신 서비스를 유지시킬 수 있을 것으로 기대된다.

현행 내진 설계규준(UBC)으로 설계된 구조물의 내진 신뢰성 평가 (Evaluation of seismic reliability of structures designed accoring to current seismic design provision (UBC))

  • 한상환;이리형
    • 전산구조공학
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    • 제8권3호
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    • pp.113-122
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    • 1995
  • 이 논문의 목적은 현행법규(Uniform Buidling Code, NEHRP 설계규준 등)에 따라 설계된 구조들의 성능 및 안정성을 평가하는데 있다. 구조물의 내진성능은 신뢰성으로 표현할 수 있다. 구조물의 그의 수명동안 내진에 대한 신뢰성 해석을 하기 위해서는 주어진 구조물들의 많은 양의 동적반응 해석을 요구하는 것이 일반적이다 따라서 구조물의 신뢰성 해석을 위하여 구조물이 위치한 지역에 많은 양의 지진기록들이 요구된다. 이 논문에서는 인위적인 지진들(artificial earthquakes)을 부정착 임계 파정법(nonstationary randon process)을 이용해 만들었고 구조물은 Uniform Building Code와 AISC 허용응력 설계지침서(AISC allowables stress design manual)에 따라서 설계하였다. 이 논문에서는 주어진 지진하중에 대한 구조물의 반응은 구조물의 비선형 반응해석과 반응변위수정계수들을 이용한 간략화된 동위 구조물 해석(ENS)으로 얻었다. 이 논문에서는 구조물의 내진성능을 평가하였다. 또한 동위구조물(Equivalent Nonlinear System (ENS))을 이용한 해석과 구조물의 비선형 반응해석의 결과들을 비교하여 동위구조물을 이용한 방법의 정확성도 령가하였다.

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