• 제목/요약/키워드: Construction Area

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지하공간건설 시 해안인근 담수-해수 혼합대의 지화학적 진화 (Geochemical Evolution of Mixing Zone with Freshwater and Seawater near the Coast Area during Underground Space Construction)

  • 김지연;김병우;권장순;고용권
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제20권7호
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    • pp.90-102
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    • 2015
  • To understand the hyrogeochemical variation of bedrock aquifer during underground space construction, various graphical methods including multiple-component plots and chemical trends were used to estimate the mixing rate between seawater and freshwater and to investigate the evolution of water quality. The water chemistry and mixing rate between fresh and sea waters, which are generally localized in the construction area (MW-7, in land), shows typical characteristics of freshwater that doesn’t affect its validity as seawater intrusion. Especially, the water chemistry of a MW-4 (coastline) was classified as Na-Cl type, Na-HCO3 type, and Ca-Cl type due to the influence of the seawater intrusion. And hydrogeochemical and isotopic data show that local freshwater is subjected to geochemical processes, such as reverse ion-exchange. Throughout the Chadha’s diagrams, four different case histories with the temporal and spatial variation of groundwaters in the study area were proposed, which is recommended to interpret the hydrogeochemical reactions effectively.

온산 항만 시스템에서 조류와 수질 변화 시뮬레이션 (Simulation of Tidal Flow and Water Quality in Onsan Harbor System)

  • 김소연;박석순
    • 환경영향평가
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    • 제8권3호
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    • pp.13-22
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    • 1999
  • Tidal flow and water quality were simulated in this paper to assess environmental impact caused by pier construction projects in Onsan harbor system. The Surfacewater Modeling System (SMS) was applied to the Onsan harbor system, where coastal reclamation and dredging were planned to build the piers. A finite element mesh was constructed and refined to cover the complicated geometry of the Onsan harbor and the proposed reclamation area. The time variable change of tidal height at harbor inlet was given as an input condition to tidal simulation. The water quality simulation was based on the discharge rate of suspended solids at the reclamation area. The simulation results have shown reasonable agreements with real situations in both tidal flow and water quality. According to the proposed plan, tidal flow and water quality were predicted during and after the pier construction. The tidal simulation study showed that there would be no discernible change of tidal current in the harbor except for the dredged area. The water quality simulation, however, predicted that suspended solids would increase significantly near the reclaimed and dredged areas during construction.

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폐기물 해상매립장의 도입방안에 관한 연구 - 장래 수도권 지역의 매립폐기물 처리를 중심으로 - (Research for Construction of Landfills at Sea Disposal of Wastes to be Reclaimed in the Metropolitan Area in the Future)

  • 정공일;김영수
    • 한국항만경제학회지
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    • 제17권1호
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    • pp.159-180
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    • 2001
  • The quantity of waste has been increased due to the increase in population and consumption after industrialization. Accordingly it caused the urban environmental problems, the lack of landfill and the pollution around the landfill. Thus, it is necessary to research the adequate alternative in the long-term. In case of Japan, areas and quantities of landfills at sea are more great than those of landfills in land. And investigating our condition, landfills of the metropolitan area in land are to be fully filled with wastes up to 2020 and be closed. In this research, construction of landfill sites at sea is suggested as the alternative waste disposal method and it is suggested that in our country, the suitable landfill sites of the metropolitan area are the regions around Jangbong-do Island and Muei-do Island. It is expected that the best way to transport wastes is to transport through Kyungin canal from the middle collection center to the lower Han River. Rough cost for construction of landfill at sea, if it is used for 50 years, is expected to be 2 trillion won and total time to construct the landfill is expected to be 10 years. Many studies concerning to this research proposal are to be performed so that construction of landfills familiar to environment are to be accomplished.

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안동권(安東圈) 의성(義城) 김씨(金氏) 뜰집의 변천과정(變遷過程) (A Study on the Evolutionary Process of Ddeulzip in Euisung Kim's Family at Andong Area)

  • 김화봉
    • 건축역사연구
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    • 제23권2호
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    • pp.25-37
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    • 2014
  • The purpose of this study is to analyze the evolutionary process of Ddeulzip. The subject of this study is a clan family of Euisung Kim in Andong Area. Ddeulzip's evolutionary process in the construction and management is divided into largely three periods. The establishment and changing process of Ddeulzip for Euisung Kim's family are analyzed according to three periods called the early (15~16C), mid(17~18C) and late(19~20C). The characteristics of the early period are that they created their own ancestral building form of Ddeulzip. Those of the mid period are in their strong will not only to preserve their on ancesteral housing but also to make additional construction of Ddeulzip. And during the late period, although the construction of new Ddeulzip was started in the early stage, no more formation of Ddeulzip was made as it approached toward the late stage. And most important point is smaller construction space (gan) dan first time. The residential Ddeulzip of Euisung Kim's family created at the start of Chosun Dynasty can be regarded as an representative example that shows a typical form of housing by noble residents at the time.

SOME PROBLEMS IN DESIGN AND CONSTRUCTION OF TEMPORARY RETAINING STRUCTURES

  • Chung, Hyung-Sik
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1990년도 PROCEEDINGS OF THE FIRST KOREA-JAPAN JOINT GEOTECHNICAL SEMINAR ON EXCAVATION and TUNNELING IN URBAN AREAS
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    • pp.87-96
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    • 1990
  • Even though the number of construction cases of temporary retaining structures in urban area are increasing, there still are many problems to be solved in design and construction of temporary retaining structures. In this paper the current design methods are reviewed and their problems are analyzed. Some critical mistakes made by site technicians and engineers are also discussed.

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기획단계에서의 최적 개산견적산정의 방법론 고찰

  • 김찬중
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2003년도 학술대회지
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    • pp.120-125
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    • 2003
  • 기획단계에서의 예상 공사비 추정은 사업성 자체를 판단하는 중요한 자료로써 활용된다. 그러므로 사업주는 보다 정확한 금액자료의 산출을 기대하는데 이를 위해서 세계적으로 Cost 전문가들의 많은 연구검토가 있어 왔으나 아직 국내의 적산사는 주로 물량산출 및 상세 견적업무에만 매달려 있는 실정이다. 본 논문은 요소별/기능 부위별 비용의 분석을 통한 Database를 활용하여 개산견적의 결과물을 보다 정확하게 만든 사례의 소개를 통해 국내 개산견적 실무에 일조하고자 한다.

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건설 중장비용 고신뢰성 PLC-CAN 통신 모듈 개발 (Development of the High-Reliability PLC-CAN Communication Module for Construction Equipment)

  • 구자일;장세봉
    • 전자공학회논문지
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    • 제51권10호
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    • pp.228-234
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    • 2014
  • 건설 중장비의 경우 유압기기 및 전장 배선 등으로 인하여 내부의 배선이 매우 복잡한 구조를 가지고 있으며, 이러한 복잡한 배선으로 인하여 장비의 생산 및 유지 보수에 많은 시간이 소요되고 있어 원가 상승 요인으로 작용한다. 본 논문에서는 건설 중장비의 전장 배선을 간소화하기 위한 고신뢰성을 갖는 PLC(Power Line Communication)-CAN(Controller Area Network) 통신 모듈을 설계하고 구현한다.

도심지 대규모 콘크리트 타설시 소음관리 사례 (Noise Management Process for Big Scale Concrete Pouring in Urban Area)

  • 안장호;이주호;이준서;김일민
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2012년도 춘계학술대회 논문집
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    • pp.787-790
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    • 2012
  • In downtown, construction noise related claims are the most important issues. Sometimes noise related claims halt the construction process. Therefore, Introduction of noise reduction measures is common to construction process with a loud noise. This case is about concrete pouring for mat foundation of super tall building. Concrete pouring process using High Pressure Pumping machine causes high noise level in the vicinity of area. And large number of transit-mixer truck cause traffic congestion. This paper introduces effort and process to prevention of construction noise claims on massive scale concrete pouring.

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고강도 강관파이프 스트러트 흙막이공법 사례연구 (Case Study of Braced Wall System with High-strength Steel Pipe Strut)

  • 신재민;박현영;주진규;신윤석;김광희
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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    • pp.19-20
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    • 2012
  • According to develop urban area, the depth and floor area of basement tend to become deeper and larger. Excavation work for basement floor work is very important because its cost take 20% of total construction cost. Therefore, many studies of developing retaining wall system have performed for feasibility and safety in deep excavation work. In this study, new supporting system used high-strength pipe for retaining wall is introduced to reduce the construction cost and improve the safety and constructability by analyzing case study.

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