• 한국농촌건축학회논문집
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• 제21권2호
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• pp.27-34
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• 2019

This study explores the emergence of a modern form of Cheongju-eup townscape in the late 1930s by re-examining the 1960s restoration model of Seongan-dong and Jungang-dong in Cheongju, one of the historic cities in South Korea. According to the acquired data from the restoration model, it is found that the construction of a new urban area during the late 1930 was resulted from the following events: the development of a railroad station located outside of the north gate of Cheongju-eup since 1921, the completion of Musimcheon embankment outside the south gate in 1932, and the construction of Chungcheongbuk provincial office outside the eastern gate in 1937. In this period of development, which the author named 'Cheongju-eup period', the streets in the old castle, consisting only of two-story financial buildings, had been expanded from the existing area at the Seongan-gil intersection to the outside the east gate of Cheongju-eup. In addition, public government buildings, which were mainly located in both Seongan-gil and Yulgok-ro in the east-west direction, were newly constructed during the late 1930s in Seokgyo-dong, a new area in which a large number of commercial buildings including department stores, clothing stores, shoes shops, and watch stores were also built along the streets. Moreover, the modern form of Cheongju-eup was to be formed by several construction projects in the area of Jungang-ro in the late 1930s. Until the 1920s, the townscape outside the northern gate of Cheongju-eup, were composed of primary, agricultural, and female schools built on a largest site of Gyoseo-ro and Daeseong-ro as well as a transportation warehouse and a railway office near the Cheongju station. Then, entering the 1930s, new school buildings and domestic industrial shops and factories were built around the area of Jungang-ro ranging from the railway outside the northern gate to Bangadari. As a result, the expansion of townscape with newly constructed buildings in the late 1930s marked the emergence of a modern form of Cheongju-eup.

• 한국터널지하공간학회 논문집
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• 제23권5호
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• pp.339-357
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• 2021

도심지에서의 교통인프라 개발이 활발해 지고, 대심도 지하터널을 이용한 도시의 기반시설 확충으로 인하여 기존 운영되거나 설치된 시설물 또는 구조물 상호 간의 근접시공이 많이 이루어지고 있다. 이에 따라 근접시공으로 인한 시설물 또는 구조물에 미치는 안정성 확보여부는 중요한 이슈가 되고 있으며, 관련법에 의하여 지하터널공사에 따른 지하안전영향 평가를 반드시 수행하여야 한다. 본 연구에서는 근접시공으로 인한 정거장구조물 의 거동특성을 파악하기 위해 동북선도시철도 터널이 계획된 노선 상부의 지하철 6호선 고려대역 정거장 구조물을 대상으로 신설터널에 의한 기존 구조물에 미치는 안전영향평가를 수행하였다. 이를 위하여 정거장구조물의 안전영역 평가 및 굴착방법에 대한 검토와 3차원 수치해석을 통한 상세검토를 수행하였다. 구조물 손상도 평가, 궤도 틀림 및 기존 구조물과 건물 안정성 평가 결과 근접터널공사에 따른 기존 정거장 구조물의 안정성은 확보되는 것으로 평가되었다. 본 연구는 도심지 터널공사에서 근접시 공시 기존의 인접구조물에 미치는 영향을 사전에 검토하는 경우 기본적인 기초 참고 자료로 활용될 수 있을 것으로 기대된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.457-465
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• 2009

Subway system including light-rail transit system is the representative public urban transportation. Accordingly, Nothing is more important than the safety operation as well as passengers' convenience. Due to the fire disaster of Daegu subway on 2003, more strict regulations of detecting fire and of conducting on emergency circumstances. However, regardless of this improved management, it was reported that installations of lots of fire-detection facilities may be harm than good to operate subway system due to frequent malfunction of some fire-detection facilities. It may cause mis-alarm for fire and induces abnormal operation of subway due to the strict regulation; the train shall be stopped on emergency circumstances. Therefore, in this paper, new scheme on surveiling breaking-out-of fire in the station is suggested with new IT technologies, Wireless Sensor Network(WSN) and CCTVs. which were integrated with an intelligent software. This intelligent system enables to surveil breaking-out-of fire in real time through sensor network technology and watch the emergency site on CCTV as well. Through this system, subway organizers could cope with the emergency circumstance rapidly as well as judge precisely whether fire breaks out or not.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.1185-1192
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• 2004

Recently heavy traffic is getting worse because increasing population of transportation in urban area. In order to solve this problem. subway is realized with high speed, high density, highly efficiency. When fire accident happened in Dae-Gu subway in February 2003, there happened loss of people and lots of damage because of not being able to control even though fire alarm which was set up in the station rang. This thesis has constructed a simulation integrating operation system using a Database construction, operating program analysis in order to build up the most efficient train operation system. The result of simulation integrating operation system with emergency virtual situation like station and train fire, train failure, power line failure, all trains running on the rail were secured safety by train operation control system. With integrating operation of each train control system, train system, power system, machine facility system, the most efficient integrating operation system should have been constructed at the time the subway fire and power failure broke out.

• 한국산학기술학회논문지
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• 제17권7호
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• pp.740-748
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• 2016

도시철도는 많은 사람들이 이용하는 대표적인 대중교통 수단으로 이용객의 안전 및 편의를 위한 다양한 장비들이 지속적으로 설치되어 왔다. 최근에는 IT기술의 발전에 힘입어 무선네트워크 기술과 접목된 여러 센서들을 설치한 후 데이터를 수집하여 이용객에게 편의를 높이고 있다. 도시철도 역사 내에 무선 센터 네트워크 환경을 구축하기 위해서는 센서들의 데이터를 수집할 수 있는 AP의 설치 방법이 중요하다. 그러나 현재 AP의 설치방법은 역사 내를 이동하며 전파 세기를 측정한 후 AP를 설치하는 방법을 사용하고 있다. 효율적인 AP설치는 적은 수의 AP설치만으로 넓은 지역에 설치된 센서들의 데이터를 수집할 수 있으며, 추후 추가적인 센서 설치시 유지보수 비용을 줄일 수 있다. 이를 위해 본 연구에서는 센서들의 설치 위치와 AP의 전파 범위를 기반으로 최적의 AP설치 위치와 개수를 추정할 수 있는 방법을 제안하였다. 그리고 제안된 방법을 이용하여 시뮬레이터를 개발한 후 부산 서면역 도면에 적용하여 WSN을 구축하는 모의실험을 수행하였다. 개발된 시뮬레이터는 향후 도시철도 환경에 WSN을 구축하는데 유용한 자료로 활용될 수 있을 것으로 기대된다.

• 한국도시철도학회논문집
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• 제6권4호
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• pp.427-436
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• 2018

HADAX는 열차제어컴퓨터의 시리얼 통신변환장치로서 선로변 신호설비와 역의 신호설비 및 열차제어컴퓨터 등 여러 신호설비와 연결되어 있으며 열차제어를 위한 제어정보 및 신호설비의 상태정보를 전송한다. 그리고 스플리터 인터페이스를 통해 여러 대의 전자연동장치와 정보를 전송하고 있다. HADAX는 여러 신호 장치들과 시리얼 통신으로 인터페이스하고 있어 통신 접속 장애가 빈번히 발생하여 이중계 구성, 외부 스플리터 통합, 통신카드의 다채널화 등 성능개선이 필요하다. 성능이 개선된 HADAX 장치는 기존 장치와 외함의 치수와 커넥터의 호환성을 가져야 하며 이중계 절체, 스플리터 통합에 대한 성능을 검증하여야 한다. 따라서 기존에 구축된 신호설비와 연결하여 스플리터 통합 구성으로 진로제어시험, 이중계 절체시험, 다채널 통신시험을 통해 HADAX의 성능을 검증하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.3180-3186
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• 2011

A segmented scissors type switch has been developed for the urban transit maglev demonstration line to be commercialized near Incheon International Airport in 2013. Based on the design of the previous segmented 3-way switch, the scissors switch is composed of four segmented 2-way switches up/down and left/right and a turn table in the mid point. The main function of the scissors switch is to change the running direction of the train at end terminals. The developed scissors switch is planned to be installed in front of the 102 station, which has a side platform, of the demonstration line. The total length of the switch is 65m and the distance between the up and down track centerlines is 6m. The 2-way switches and turn table are made of steel box type beams, and have their own driving unit, locking unit, control unit, levitation and propulsion rails, and so on. Installed in the factory, a 100,000-cycle continuous operation test was carried out after manual and automatic test operations. The applicapability of the developed switch was verified through the measurements of the linearity of the track after repetitive operations, the mechanical operation noise, the load of the main driving motor, the safety of the control panel, the natural frequency of the girder, the deformation of the girder, and so on.

• 전기학회논문지
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• 제61권9호
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• pp.1374-1379
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• 2012

Urban rail transit tends to global grounding system in order to control ground potential rise and potential differences between electric equipments. In addition, global grounding system can discharge the large capacity surge current to the ground safely. Since some railway electric equipments are installed all section of line, the global grounding system connected with the connecting grounding wire is more effectively. However, if the fault occurred in the connecting grounding wire area, some dangerous voltage is generated. So, the installation of additional grounding rod will be required. In this study, the global grounding system is simulated using CDEGS program to analyze the divergence spacing of additional ground rod depending on dangerous electric potential characteristics. Grounding net of the each station is modelled in depending on the size of the platform, and the spacing of the connecting grounding rod are compared 50m, 100m, 250m and 400m. Simulation results considering of earth resistivity and underground condition of the connecting grounding wire, spacing of the connecting grounding rod is that less than 250m to spacing of the ground rod was appropriately confirmed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.870-873
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• 2011

철도 차량에서의 화재 발생 시 피난에서 차량에서 승강장이나 터널 같은 외부 환경은 매우 중요하다. 많은 인원이 탑승하게 되는 지하철과 그 승강장의 영향을 알아보기 위해, SIMULEX, PATHFINDER, STEPS를 시나리오에 적용 비교해 보았다. 대상차량은 서울에서 운행되는 차량을 기준으로 하였으며, 대상 승강장은 [도시철도 정거장 및 환승 편의시설 보완설계지침]을 기준으로 제작한 모델을 적용하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.1293-1299
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• 2010

Daegu urban railroad line 3 is introduced with straddle-type monorail system within the country at the first time. This system is long line with 24km in total length which has not the results of construction in Korea. The rail beam of monorail bridge to be constructed/ installed in the city is adopted on the basis of the PSC rail beam. It is required to apply the steel rail beam at rapid/ curved line parts or location to be required the long span bridge as passing river and intersection. The composition of span bridge is various and the height of bridge is change with each section and exist the different curve radius due to all section is passes in the city. The rail beam shall be considered the ground conditions and then consider the construction methods. It is analyzed to construction period of PSC rail beam to be linked with period of infrastructure construction and construction of steel rail beam, structure construction of station etc. It is compared to crane construction methods and launching girder as alternative construction methods and propose to upper construction methods which is superior in economic and construction.