• 한국주거학회논문집
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• 제18권6호
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• pp.35-44
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• 2007

The purpose of this paper is to find out the factors affecting the apartment price given three sets of variables such as characteristics of apartment building, apartment site, and location. Data of 1,579 housing units in 224 apartment complex sites in Ilsan city were selected from the housing information of four public and private housing sources in 2006. The first set of variables for physical features include housing size (pyoung), preferring-floor, building orientation, heating system and structure of entrance. The second set of variables for building were number of housing units, built year and rank of construction company. The third set of variables for location were distance from number of school, the subway station, distance of department store and park. For the analysis, the hedonic price model, which was one of the methods to estimate social convenience, was used along with the SPSS statistical program and regression analysis. The results are as follows, Firstly, in the structural characteristic variables, it was analyzed that all of the variables except facing affected the apartment price. Secondly, In the site characteristic variables, unusually all of the variables were not affected the apartment price in Ilsan city. Finally, the locational characteristic variables number of school, the subway station, distance of department store and park affected the apartment price. In case of Ilsan city, educational facilities was likely to positively contribute to the price of apartment.

• 한국철도학회논문집
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• 제7권4호
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• pp.312-318
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• 2004

The wall in a subway structure is easily subject to crack occurrence since its expansion and shrinkage associated with hydration heat reaction is constrained by the slab. The greater problem is that the crack in the wall may be developed to pass through thickness and eventually deteriorate the structure due to rusting of reinforced steel. Thus, this study aims at controlling thermal cracks as much as possible and determining an optimized size of concrete placement through hydration heat analysis. For this study, effects of placement height, length, temperature and types of cement on the thermal cracks were evaluated by temperature rise, thermal stress and crack index. As results of parametric study, it was found that placement height and length do not have an effect on the temperature rise but have significant one on thermal stress which relates to direct possibility of thermal crack occurrence. This means that proper selection of size balancing internal constraint with external one is much more important than reducing the placement height and length simply. In order to prevent from thermal cracks most effectively, in addition, it was noted to reduce placement temperature and to use the cement blended with mineral admixture.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.941-946
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• 2006

It followed in system development and SMRT(Seoul Metropolitan Rapid Transit Co)System reached to an automatic train operation(ATO) and driverless operation(DLM) from the manual operation due to the train driver. The train like the general bus or the car vehicle was not serial riding in a car and the Parallel concept which the numerous passenger rides in a car simultaneously occur frequently the charge of the train driver unmanned bitterly from existing manual handling was a possibility of doing, train open door control(ODM) which bites also ATO, it handles it minimized. Like this ATO/DLM, the control system which bites being a Wayside to Train communication for immediacy, it is a system of the Vital concept the immediacy of the citizen Data evil the radio information transmission and the train of the interface which is accurate from unmanned operation and, will decipher, will accomplish it will guarantee. It respects the passenger accident prevention and an air question environment improvement from subway platform and phul leys the screen door of Platform(PSD) with the fire tube frost it refers and part it treats and to sleep it does, ODM which bites is accuracy and immediacy of altitude and when seeing from the viewpoint which demands the trust of altitude, ODM system the trust of car incest interface in the equipment construction which is safe and the comparative analysis back of the system analysis against the control which bites and case study and other subway system it leads from the research which it sees and signal - train in base grudge to sleep it contributes it does.

• 한국실내디자인학회논문집
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• 제15권3호
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• pp.163-172
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• 2006

The underground space of the Banwoldang in Daegu is the private enterprise historical development project that Daegu City & The forth construction company of the Samsung, Kolon, Daewoo, Hwasung promote, and take a role as the underground bridgehead that links east and west of the Daegu as the lunction of the 2 subway line. Accordingly, the underground space of the Banwoldang in Daegu have a import significance in that not only the alternative of the solution about the simple commercial formation or the limited ground but also compose the important axis of the city develoment. But, When I see the variety of problems, especially see the negative import in Daegu, the solution of the problems is the large underlying cause that revitalize the city. Consequently, in the study I would like to analyze the characteristics of the large underground space and the directivity of the interior design, to assistant for the develement plan of the more safe, comfort underground space.

• 국토계획
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• 제54권6호
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• pp.27-42
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• 2019

The purpose of this study is to identify the spatial characteristics of the parcels in which building construction occurred. In recent, urban development patterns in Korea have been shifting from the past. Small-scale development at parcel level is becoming more important in accordance with individual location needs in the low-growth era unlike public lead large-scale urban development in the rapid growth period. Therefore, it is necessary to study the spatial characteristics of the parcels where small-scale development takes place for future urban development management. This study used the chi square independence test, t-test and ANOVA (analysis of variance) to identify the spatial characteristics. The results of the study show that there is a spatial characteristics difference not only between building construction and non-building construction parcels, but also by type of building construction. The parcel where the building construction occurred have a higher proportion in detached house, major commercial districts, district unit planning areas, and commercial areas. In addition, it is caused by parcels, which are large scale and economically valuable, and are influenced by traffic factors such as urban centers and subway accessibility. As a result of each type of building construction, the parcels where the building use change occurred have spatial characteristic difference compared to other building construction, while the spatial characteristics are similar between the new construction/extension and new construction/extension with change of use. Based on this results, it will be possible to identify areas with high demand for small-scale development in the future and to utilize them for planning management of urban development. Furthermore, it will be possible to manage development demand by type of building construction, and to prepare differentiated plans considering the appropriateness of development plan, availability of infrastructure, and harmony with surrounding environment.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2006년도 창립 25주년 기념 특별심포지엄
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• pp.59-79
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• 2006

쉴드터널 공사에 있어서 커터도구의 절삭능력은 터널시공의 성패를 좌우하는 주요 변수이기 때문에 지반에 적합한 커터도구의 형상, 규격 및 재질의 선정은 무엇보다 중요하다. 1818년 쉴드공법 발명 이래 암반에 대한 커터도구는 많은 실험과 연구를 통해 발전해 왔으나, 풍화토 및 풍화암 지반에서의 커터도구에 대한 연구는 미진한 상황이다. 본 논고에서는 쉴드공법으로 설계된 서울지하철 7호선 연장 703공구 구간중 최대연장 920m의 풍화대 지반에 대하여 굴착중 커터도구의 무교체 시공과 굴착효율 증진을 위한 커터의 선정을 위하여 커터의 형상 및 재질에 대한 비교 분석을 하였으며, 그 선정사유에 대하여 소개하였다. 또한 국내외로 연구가 미진하였던 풍화토 및 풍화암 지반에서의 커터 마모량 평가방법을 제시하여 설계의 타당성을 검증하였으며, 특히 해외의 시공사례에 대한 분석을 통하여 커터 종류에 따른 지반별 마모계수를 제시하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.149-152
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• 2008

광섬유센서 계측시스템의 대표적인 방식인 광섬유격자센서(FBG센서)는 포인트 센서 개념의 센서로써 측정하고자 하는 지점에 설치되는 반영구적이며, 분해능이 우수한 센서이다. 광섬유센서는 유리섬유의 코어(Core)/클래딩(Cladding)부분과 유리섬유를 보호하기 위한 코팅(Coating)으로 구분된다. 이와 같이 구성된 광섬유에 외력이 작용할 경우 유리섬유부분과 코팅부분 사이에서 미끄러짐(Slip)현상이 쉽게 발생하는 단점이 있어 패키징을 한 후 데이터에 오류가 생기는 경우가 있었다. 두 재료 간에 발생하는 미끄러짐(Slip)현상을 방지하기 위해서 광섬유의 코팅을 부분적으로 박피한 후 유리섬유부분을 직접 특정한 고정구로 고정하는 방식을 적용하고 프리스트레인을 부가하여 외력에 의한 변형을 정밀하게 측정할 수 있게 하였다. 콘크리트의 변형률을 측정하기 위하여 1미터의 게이지길이를 갖는 광섬유격자센서를 고정하고 프리스트레인을 부가함으로서 광섬유센서의 장점을 더욱 높여 콘크리트구조물의 인장 및 압축 거동을 정밀하고도 장기간 지속적으로 측정할 수 있게 하였으며, 이를 이용하여 인근의 전력구 공사 기간 동안 지하철 콘크리트 라이닝구조물의 안전을 감시하였다.

• 한국지반환경공학회 논문집
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• 제12권9호
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• pp.5-11
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• 2011

최근 들어 대규모 및 대심도 지반굴착공사가 증가하고 있으며, 굴착으로 인한 인접구조물들의 붕괴사례는 건설수요와 더불어 꾸준히 증가하고 있고, 특히 도심지 개발 및 불량한 조건에서의 지하철 구조물과 인접하여 진행되는 굴착으로 인해 발생될 수 있는 문제점이 많아지고 있는 실정이다. 이에 본 논문에서는 서울시 내에서 수행된 16개 현장에 대한 사례연구를 통해 적용된 지하굴착공법과 보강공법의 현황을 고찰하였다. 또한 대표 현장을 선택하여 안정성 분석을 실시하였고, 적용된 굴착공법 및 보강방안에 대해 검토하고 이에 따른 공법의 적정성에 대해 검토하였다. 그 결과 16개 현장의 지층 분포상태는 모두 상부로부터 매립층, 그 하부는 퇴적층, 풍화토, 풍화암, 연암층의 순으로 분포하고 있었다. 또한 중요 구조물에 인접하여 굴착공사를 진행할 경우 구조물의 위치 및 지층조건에 매우 큰 영향이 있는 것으로 나타났다. 또한 도심지 특성상 일반 가시설 공법을 적용하여 지하철구조물과 인접하여 굴착이 진행될 경우는 별도의 보강공법의 적용이 필요할 것으로 판단된다.

• 한국건설관리학회논문집
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• 제9권5호
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• pp.127-136
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• 2008

건설공사의 포기 단계에서 적절한 공사기간 산정과 공사비용의 예측은 공사 전반의 성패를 좌우하는 중요한 요소로서, 건설공사 수행의 효율성과 생산성 향상을 위하여 합리적인 분석 및 관리가 필요하다. 본 연구는 NATM 공법으로 시공되는 도심지 지하철 터널의 전 공정을 대상으로 시뮬레이션 모델을 구축하고 이에 기반하여 공정 계획 및 분석이 가능한 의사결정의 지원 도구를 제시하는 것을 목적으로 한다. 시뮬레이션 모델은 실제 사례 현장의 공정 프로세스 분석과 관련 데이터의 수집을 통해 개발되었으며, 발생 가능한 제한 사항을 반영하친 조건들을 수정 가능하게 하여 본 연구의 대상 사례 현장뿐만 아니라 타 현장에도 적용할 수 있는 일반성을 부여하였다. 본 연구를 통해 개발된 모델은 과학적이고 합리적인 분석을 통한 현실적인 공사 완료 시점을 예측하게 하고 계획 수립과정에서 의사결정을 지원함으로써, 건설사업의 총체적인 생산성과 효율성 향상 효과를 기대할 수 있다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 추계 학술발표회
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• pp.46-55
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• 2006

There are many kinds of braced cut wall methods as the sheet pile, SCW, CIP and slurry wall which is adoptable for a deep excavation construction in a coastal filled land. The braced cut wall which has a strong stiffness is very stable but it has the weak point that the construction cost is high. Thus when a braced cut wall is designed, the geotechnical engineers choose the braced cut wall which has more safe and economic in the consideration of surrounding buildings near the construction site. Especially, when the sheet pile method as a braced cut wall is cheesed, the layer order and consistence of a coastal deposit stratum are considered and the pile driving method is also considered. This paper introduces the case that the originally box-type sheet pile wall was changed to U-type and high strength material after the pilot test at the subway construction site in a coastal filled land. This paper also introduces the case that the sheet pile's driving method was changed to special method in the section of the temporary coffer dam which had made when the present coastal filled land was formed.