• 제목/요약/키워드: 3.6건축연구소

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회원작품

  • 대한건축사협회
    • 건축사
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    • 6호통권34호
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    • pp.39-56
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    • 1971
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회원작품

  • 대한건축사협회
    • 건축사
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    • 11호통권49호
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    • pp.22-29
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    • 1972
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한국의 건축가 - 김수근(1)

  • 정인하
    • 건축사
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    • 9호통권317호
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    • pp.56-63
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    • 1995
  • 본지에서 소개하고 있는 '한국의 건축가' 기획연재는 그동안 게재 되었던 이희태(95년 3월호 ~ 5월호), 김정수(95년 6월호 ~ 8월호)에 이어 건축가 김수근(1931~1986)에 대해 소개하고자 한다. 이번호부터 소개되는 건축가 김수근편 에서는 그가 태어난 1931년부터 1960년까지의 유년시절과 건축의 수련기(성장배경과 서울의 북촌, 일본에서의 건축교육)를 시작으로 1960년부터 1972년까지의 한국건축의 새로운 이념형을 찾아서(김수근 건축연구소, 한국종합기술개발공사, 인간환경 계획연구소), 공간시대(1972년~1986년)등으로 구분하여 그의 작품세계를 분석ㆍ소개하고자 한다.

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몽골건축을 찾아서(1)

  • 박서홍
    • 건축사
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    • 9호통권317호
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    • pp.64-69
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    • 1995
  • 본지에서 소개하고 있는 '한국의 건축가' 기획연재는 그동안 게재 되었던 이희태(95년 3월호 ~ 5월호), 김정수(95년 6월호 ~ 8월호)에 이어 건축가 김수근(1931~1986)에 대해 소개하고자 한다. 이번호부터 소개되는 건축가 김수근편 에서는 그가 태어난 1931년부터 1960년까지의 유년시절과 건축의 수련기(성장배경과 서울의 북촌, 일본에서의 건축교육)를 시작으로 1960년부터 1972년까지의 한국건축의 새로운 이념형을 찾아서(김수근 건축연구소, 한국종합기술개발공사, 인간환경 계획연구소), 공간시대(1972년~1986년)등으로 구분하여 그의 작품세계를 지난해 12월 15일 개최됐던 제6차 아시아건축사대회 기간 중 우리 협회와 몽골건축사협회가 상호 협력을 위한 협정체결을 합의, 서명함으로써 이루어진 이번 여행은 몽골건축사협회 공식 초청으로 지난 7월 22일 시작됐다. 6박 7일의 일정으로 한몽 건축기술 정보교류 및 우호증진과 상호 긴밀한 유대 관계를 위해 김규태 우리협회 회장을 단장으로 한 방문단은 협회이사와 국제위원 7인을 단원으로 구성, 찬란한 역사를 지닌 몽골을 찾았다. 이글은 초원의 나라 몽골을 다녀와서 방문단의 일원으로 참여한 박서홍(희산건축)씨가 몽골건축을 중심으로 그 문화를 소개, 연재한다.

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적층방향에 따른 3D프린팅 콘크리트의 면내 및 면외 구조 성능 평가 연구 (In-Plane and Out-of-Plane Test and FEM Analysis of 3D Printing Concrete Specimens According to Stacking Direction)

  • 안효서;이가윤;이성민;신동원;이기학
    • 한국지진공학회논문집
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    • 제27권6호
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    • pp.321-330
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    • 2023
  • In this study, the structural performance of the specimen fabricated through 3D printing was evaluated through monotonic loading experiments analysis to apply to 3D printed structures. The compression and flexural experiments were carried out, and the experimental results were compared to the finite element model results. The loading directions of specimens were investigated to consider the capacity of specimens with different curing periods, such as 7 and 28 days. As a result, the strength tended to increase slightly depending on the stacking direction. Also, between the 3D-printed panel composite and the non-reinforced panel, the bending performance depended on the presence or absence of composite reinforcement.

석회석 혼합시멘트의 분말도 및 SO3 함량이 시멘트 모르타르에 미치는 영향 (Effect of Fineness and SO3 Content of Limestone Mixed Cement on Mortar)

  • 인병은;김진성;남성영;김춘식;조성현
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.105-106
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    • 2023
  • Using the limestone powder as material that can alternate the clinker, it seems to get positive effect as filler and enhance workability of cement, but the amount of replacement can affect compressive strength of cement. This study was evaluated the effect of limestone mixed cement fineness and SO3 content on cement mortar. As a result of measuring the compressive strength, it showed 93% compared to the compressive strength of Plain 28 days at fineness 4,400 and SO3 2.6%. It is judged that additional research is necessary to express the strength equivalent to that of Plain.

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3D 프린팅을 활용한 스마트노드 시스템의 적용 사례 (A Case Study of Smart Node System by using 3D Printing Technology)

  • 나상호;이장현;박영미;김성진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.6-7
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    • 2021
  • 3D printing has the unique advantage of the ability to customize freeform products even in small quantities. It was recently applied successfully in the node connection system for the irregular shaped glass design of Gwanggyo Galleria Department Store. This was achieved by applying 3D printing technology for an innovative smart node design. The novel system offers flexibility to address various design challenges in addition to maximizing construction quality and reducing construction period. In this paper, we aim to examine the use of 3D printing based innovative technologies in the construction industry. With this aim in mind, we present the case of the Gwanggyo Galleria Department Store's smart nodes. The key objective of this study is creating awareness in the construction industry of the need to utilize fourth industrial revolution technology in architecture.

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기계학습 기반 강 구조물 지진응답 예측기법 (Machine Learning based Seismic Response Prediction Methods for Steel Frame Structures)

  • 이승혜;이재홍
    • 한국공간구조학회논문집
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    • 제24권2호
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    • pp.91-99
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    • 2024
  • In this paper, machine learning models were applied to predict the seismic response of steel frame structures. Both geometric and material nonlinearities were considered in the structural analysis, and nonlinear inelastic dynamic analysis was performed. The ground acceleration response of the El Centro earthquake was applied to obtain the displacement of the top floor, which was used as the dataset for the machine learning methods. Learning was performed using two methods: Decision Tree and Random Forest, and their efficiency was demonstrated through application to 2-story and 6-story 3-D steel frame structure examples.

군사시설 내 지열 히트펌프 시스템 적용에 따른 에너지 성능과 비용 절감 효과 평가 (Energy Performance and Cost Assessment for Implementing GroundSource Heat Pump System in Military Building)

  • 손병후;조경주;조동우
    • 한국지열·수열에너지학회논문집
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    • 제18권4호
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    • pp.45-57
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    • 2022
  • The Ministry of National Defense of the Republic of Korea is showing a lot of interest in net zero-energy buildings (NZEBs) to reduce energy consumption of military facilities and to promote green growth policy in military sector. The application of building passive technologies and renewable energies is essential to achieving NZEBs. This paper analyzed energy performance and energy cost on the conventional heating and cooling system (baseline scenario) and three different alternative scenarios (ALT 1, ALT 2 and ALT 3) applied in a hypothetical military building. A building modeling and simulation software (DesignBuilder V6.1) with EnergyPlus calculation engine was used to calculate the energy consumption for each scenario. Overall, when the GSHPs are applied to both space airconditioning and domestic hot water (DHW) production, Alt-2 and Alt-3, the amount of energy consumption for target building can be greatly reduced. In addition, when the building envelope performance is increased like Alt-3, the energy consumption can be further reduced. The annual energy cost analysis showed that the baseline was approximately 161 million KRW, while Alt-3 was approximately 33 million KRW. Therefore, it was analyzed that the initial construction cost increase could be recovered within about 6.7 years for ALT 3. The results of this study can help decision-makers to determine the optimal strategy for implementing GSHP systems in military buildings through energy performance and initial construction cost assessment.