• 제목/요약/키워드: Underground Construction

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지하상가 부하설비의 사용특성과 전력관리 방안 연구 (A Study on the Reasonable Power Demand Method and Load Characteristics in Underground Streets)

  • 김세동;최도혁;류승기
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1996년도 하계학술대회 논문집 A
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    • pp.235-237
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    • 1996
  • This paper shows a reasonable power demand method and load characteristics in underground streets, that was made by the systematic and statistical way considering actual conditions, such as investigated electric equipment capacity, electric power consumption, load characteristics, etc for 13 underground streets.

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2009년 집중호우에 의한 사면붕괴 및 산사태 붕괴 사례 (Case Study of Collapse Slope and landslide)

  • 백용;박철희;권오일
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.728-735
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    • 2009
  • 2009년 7월 초순 집중호우로 인하여 남부지방에 많은 산사태가 발생하였다. 사면 붕괴의 직접적인 원인은 집중강우에 의한 것이나, 붕괴 원인 파악과 붕괴 현황에 대하여 조사하고 자료를 분석하였다. 본 연구는 소방방재청의 요청에 따라 현지조사를 실시하고 수집된 자료에 기인한 것이다.

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발파 굴착에 의한 주방식 지하구조물의 굴착공기 분석 연구 (A preliminary study on the excavation sequence of a room-and-pillar underground structure by the drill-and-blast method)

  • 이철호;현영환;송준호;장수호
    • 한국터널지하공간학회 논문집
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    • 제17권6호
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    • pp.605-614
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    • 2015
  • 주방식 지하구조물은 여러 개의 암주의 룸으로 구성된 격자 형태의 구조물로 굴착순서에 따라 주방식 지하구조물의 시공성과 경제성이 좌우될 수 있다. 본 연구에서는 주방식 지하구조물의 굴착공정에서 중요하게 다뤄질 수 있는 발파굴착 공정을 장비 운영과 현행 발파 규정 및 건설공사 표준품셈에 근거하여 검토하였다. 굴착공법으로는 점보드릴을 이용한 발파공법을 가정하였으며, 기존연구에서 제시한 가로 세로 순차시공방식으로 검토하였다. 주방식 지하구조의 계획부지 크기에 따라 굴착공기와 장비운영 등을 고려하여 전체 굴착공정을 예상할 수 있었으며 막장운영 계획에 따라 운영가능한 장비수를 고려하여 전체 굴착공기를 예상할 수 있었다.

지중배전공사의 경제적 시공을 위한 관로배열 최적화 알고리즘 (An optimum algorithm for the economical construction of underground pipe-lines)

  • 조성수;김재훈;이원영;한상옥
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 춘계학술대회 논문집 전기설비전문위원
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    • pp.183-185
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    • 2004
  • Despite high cost, the underground power distribution system has been preferred by utilities and customers due to its stability and good living environment. Utilities, however, are burdened with the cost of installation as the service region of underground power system is getting enlarged. In this paper, a design method is proposed in order to reduce the construction cost of underground distribution system. That is an optimum algorithm, which can increase the total number of pipes in a limited space compared with a conventional design method. As a result, the proposed design method can reduce efficiently the construction cost of underground distribution system.

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리스크 분석을 통한 지하 구조체 공법 선정에 관한 연구 (A Study on the Selection of Underground Construction Method by Risk Analysis)

  • 윤여완;양극영;홍성휘
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2001년도 학술논문발표회
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    • pp.99-117
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    • 2001
  • In the past, The selection of individual method of construction was done by head of construction site or an experienced person very frequently. By doing this, The wrong selection of construction method without exact adjudication of construction site situation lead to increasing of cost and extension of construction term. Finally it will effect all over the construction process. Especially, In case of Underground construction in the beginning, there are a lot of a variable factor and it also effect on the entire construction process and it need rely careful process. The purpose of this study is to present the best suitable methodology fer selection of construction method by considering potential risk of construction method and variables together with external condition for Underground construction. The purpose of this study is to select the most suitable construction method by analysing potential conditions(Construction site situation and Client. Request in designing) To do this, We prepared arrangement rule to arrangement conditions for construction method. And then make Checklist the analyzing construction method. Though above process, To expect the risk of individual construction method using above risk checklist and using Analytic Hierarchy Process among Multiple-Criteria Decision Making, the professional opinions is to be adapted. By doing this, It can lead and select the most suitable considering method considering the data which get from risk density test.

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복합방수시트로 보강된 섬유보강콘크리트 휨거동 (Flexural Behavior of FRC with Composite Waterproof Sheet )

  • 김병일
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 가을학술발표대회논문집
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    • pp.215-216
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    • 2023
  • Leakage in the structure due to the irregular flow of groundwater in the underground structure penetrates into internal spaces such as underground parking lots and basement through underground walls, which is expensive in terms of maintenance of the building. In this study, various composite waterproofing methods installed on the outer walls of underground structures were selected to evaluate the structural performance of composite specimens due to bending behavior through experiments and analysis on bending test behavior on concrete attachment surfaces.

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공동주택단지에서의 빗물저수조 설치 및 활용방안 연구 (A study on the application and construction of a rainwater storage tank in apartment complex)

  • 이원열;정상민;신덕;이철현;한무영
    • 한국건축시공학회지
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    • 제5권4호
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    • pp.165-171
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    • 2005
  • Nowadays, a source of all water, which has been spent by a lot of people, is the rainwater The rainwater is directly relating human being' life. According to how to use rainwater. human being' life is abundant or poor. Due to the lack of underground filtration quantity, the water circulation of the city is discontinued and the underground ecosystem is destroyed. This study suggest that the unused underground space of building and temporary structure can be used into rainwater storage tank in the facility to use rainwater. Moreover, in this study, while the building is constructed, It is showed that the water used in construction can be replaced in the rainwater.

국내 공동주택 지하 부위별 방수설계 개선 방안 (Improvement Method of Waterproofing Design in Underground Parts of Apartments)

  • 이정훈;김범수;송제영;김수연;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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    • pp.129-130
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    • 2017
  • By comparing the survey and the actual situation at hand, the results showed that the lowest floor slab, wall construction joints, and floor expansion joints were the most prone to leakage. A waterproofing design method in underground parts of apartments is proposed to prevent leakage in underground of apartments. Further research is required for the establishment of this detailed design and construction guideline in regards to this study.

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지중변전실 하부통과를 위한 터널설계 및 시공사례 (A Case on Design and Construction of Tunnel for Under Passing an Underground Transformer Substation)

  • 정동호;문상조;김선홍;이광제;석진호
    • 화약ㆍ발파
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    • 제19권1호
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    • pp.11-18
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    • 2001
  • This is a case history on design and cnostruction of tunnel for under passing an underground transformer substation. The original construction plan was cut & cover method to avoid blasting vibrations and displacements of facilities during the construction stages. But this plan was changed to tunnel because of the difficulties from construction period, cost and the required relocation site. As a results of tunnel construction, the relocation of transformer substation and replacements of transmission cables were not necessary. Therefore about 10 months of construction period and 3.5 billion wonts of construction cost were saved. Additionally, quantitative criterion for blasting was provided through the results of blasting vibration analysis.

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개방형 슬래브를 이용한 지하 역타공법 (Opened Slab Based on Top-Down Method)

  • 전금석;고수진;염경수;임홍철;최린
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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    • pp.9-12
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    • 2006
  • In recent years, construction site has developed lots of new methods and materials for Time-Cost Trade-off and improving constructability. In the case of underground construction, especially, there are many restrictions and difficulties. Shortening of the construction time in construction of underground, we use top-down method in undergroud wall. A open slab has been designed for the purpose of overcoming a weak point of former top-down method. This study based on open slab on the under ground top-down method, to more improve constructability, to introduce the effect and the performance of top-down method.

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