• 제목/요약/키워드: Railway Station Building

검색결과 59건 처리시간 0.022초

Vibration simulation of a multi-story high-speed railway station

  • Gao, Mangmang;Xiong, Jianzhen;Xu, Zhaojun
    • Interaction and multiscale mechanics
    • /
    • 제3권4호
    • /
    • pp.365-372
    • /
    • 2010
  • Station is an important building in high-speed railway, and its vibration and noise may significantly affect the comfort of waiting passengers. A coupling vibration model for train-structure system is established to analyze and evaluate the vibration level of a typical waiting hall under dynamic train load. The motion of a four-axle vehicle with two suspension system is modeled in multi-body dynamics with linear springs and dampers employed. The station is modeled as a whole finite element structure which is 113 m in longitudinal and 163.5 m in lateral, and the stiffness of the station foundation is considered. According to the assumptions that both wheel and rail are rigid bodies and keep contact to each other in vertical direction, and the wheel/rail interaction and displacement coordination in horizontal direction is defined by the simplified Kalker creep theory, the vehicle spatial vibration model has 27 degrees-of-freedom. An overall analysis procedure is made of the train moving through the station, by which the dynamic responses of the train and the station are calculated. According to the comparison between analysis and test results, the actual connection status between different parts of the station is estimated and the vibration level of the waiting hall is evaluated.

강재댐퍼를 적용한 역사 건물의 내진 응답 (Seismic Resistance Response of Railway Station Building Retrofitted by Metallic Dampers)

  • 이현호
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제14권2호
    • /
    • pp.82-88
    • /
    • 2010
  • 본 연구의 목적은 내진규준이 적용되기 이전에 건설된 역사건물의 내진성능 평가 및 내진보강이다. 이를 위하여 2층 RC 역사건물의 내진성능이 평가되었다. 동적해석에 의한 층간변위비 및 층전단력 평가결과, 층전단력이 설계기준의 밑면전단력을 초과하는 것으로 평가되어 적절한 내진보강이 필요한 것으로 평가되었다. 내진성능 향상을 위하여 총 4개의 강재댐퍼가 사용되었다. 해석 변수는 강재댐퍼 형상 및 설치 방법이다. 동적해석결과 역 K가새로 설치되는 슬릿댐퍼가 다른 댐퍼 형상 및 설치 방법보다 우수한 내진성능을 가진 것으로 평가되었다.

CFD ANALYSIS OF DISTRIBUTION OF AIR TEMPERATURE ON PLATFORMS OF A LARGE RAILWAY STATION IN SUMMER SEASON

  • Tsukamoto Kenji;Iino Akinaru;Tominaga Yoshihide
    • 대한원격탐사학회:학술대회논문집
    • /
    • 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
    • /
    • pp.173-177
    • /
    • 2005
  • The purpose of this study is to analyze the principal causes of increases in air temperature on platforms of railway station. We analyzed the distribution of air temperature on Shinkansen platforms at Station 'A' using Computational Fluid Dynamics (CFD). We focused on the factors that influence the temperature dynamics associated with heat generated by trains and station buildings and their effect on the ambient temperature on platforms. In the case of heat generated by trains, air temperature on Shinkansen platforms increased by 4 to 7 degrees compared to when trains generated no heat. When a 50-m high station building was located on the windward side of the platforms, air temperature on Platform X was 2 degrees higher than when the station buildings were absent. Air? temperature on platforms VII to IX increased progressively, and the maximum air temperature on platform VIII was 3 K higher than if station buildings were absent.

  • PDF

철도역사 및 선로 하부를 통과하는 대단면 3-Arch 터널의 설계 (The Very Large Sectioned 3-Arch Tunnel Design under the Station Building and Railways)

  • 장석부;문상조;권승;김준구;권기대
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2004년도 춘계학술대회 논문집
    • /
    • pp.1136-1141
    • /
    • 2004
  • This paper presents the design case of the 3-arch tunnel under existing railways and railway station building. The original construction method was the underpinning method supported by pipe-roof, but it was changed to the minded tunnelling method because of the complex construction condition and the safety problem. This 3-arch tunnel has a width of 28 meters and a height of 10 meters. Overburden is only 23m and the ground consists of the weathered soil and rock. Because the allowable settlements for the station building and railways are limited strictly, various measurements for the tunnel stability and the settlement minimization was considered.

  • PDF

고속철도역 신설과 도시 재구조화 연계 계획의 특성 - JR큐슈 주요 역을 중심으로 (A Study on the Characteristics of Urban Re-Organization regarding as an Establishment of New High-Speed Railway Stations focused on JR Kyushu's Main Stations)

  • 신예경;정혜진
    • 예술인문사회 융합 멀티미디어 논문지
    • /
    • 제6권7호
    • /
    • pp.427-437
    • /
    • 2016
  • 본 연구는 일본의 큐슈지역에서 고속철도가 추가로 부설되면서, 기존의 구 철도역사에 이를 수용하기 위한 기능을 도입하기 위해 새로운 고속철도역사를 추가로 건립하고, 건립과 동시에 철도역사를 중심으로 한 인접역세권 개발을 추진하고 있는 사례들에 주목한 연구이다. 일본 큐슈 지역의 고속철도역사를 중심으로 한 구도시의 재구조화 방식 및 기법 및 특성을 분석하여 그 계획적 의미 및 특성을 도출하고, 국내 역세권 개발에 적용 가능한 도시계획기법을 연구하는데 그 목적이 있다. 연구대상은 일본 큐슈 지역에 신칸센이 연장되면서 최근 5년 이내 신축되었거나, 개발 중인 하카타역, 구마모토역, 가고시마 중앙역의 3개 역사를 사례로 하였다. 연구의 결과 큐슈 북부, 중부, 남부에 위치한 각 해당 철도역은 큐슈 전 지역 내에서 각 역의 지리적 위치에 의한 지역적 관계, 즉 지리적 입지와 철도네트워크 내에서의 각 역 기능의 적극적 연계, 도심과 역과의 관계 재설정, 관광지 개발과 밀접한 연계체계 확립, 낙후될 수밖에 없었던 선로 반대측으로의 개발을 확장시키는 고속철도역사 병설방식, 고밀 복합용도 개발을 통한 상주인구 확보 등과 같은 전략을 통해 역을 중심으로 지역계획과 통합하여 도심재생을 추진하였음을 확인하였다.

광명역 고속철도 역사를 활용한 1.5MW급 태양광발전시스템 설계 연구 (A Study on Design of 1.5MW Photovoltaic Power Generation System using Gwangmyeong Railway Station Building)

  • 유복종;박찬배;이주
    • 한국철도학회논문집
    • /
    • 제19권5호
    • /
    • pp.592-599
    • /
    • 2016
  • 프랑스 파리에서 2015년 12월 개최된 제21차 기후변화협약 당사국총회(COP21)는 신기후체제 합의문인 "파리 협정"을 채택하였다. 이는 2020년 만료 예정인 교토의정서를 대체하는 것으로 모든 국가가 전지구적인 기후변화대응에 참여하는 것으로 국제사회는 공동의 장기 목표로 산업화 이전 대비 지구 평균 기온 상승을 $2^{\circ}C$ 보다 상당히 낮은 수준으로 유지하고 온도 상승을 $1.5^{\circ}C$ 이하로 제한하기 위한 노력을 추구하여야 하며, 모든 국가는 장기 저탄소 개발 전략을 마련하여 2020년까지 제출하는 것을 요청하고 있다. 철도교통분야에서는 저탄소화에 대한 연구를 활발히 지속적으로 진행하고 있다. 본 논문에서는 국내 고속철도 역사 중 최대 건축규모이며 2014년 기준 여객수송인원 약 7백만명을 담당하는 광명역 역사 지붕을 활용한 1.5MW급 태양광 발전시스템을 설계를 위한 연구를 다룬다. 이를 위해 최적의 태양광발전시스템 설비를 구성한 후 PVsyst소프트웨어를 활용하여 연간 예상 발전량을 산출하고 배전계통 연계시에 예상 수익을 산출하여 철도역사의 태양광발전시스템 도입에 따른 저탄소 에너지화에 대한 기여도를 분석하고자 한다.

철도역사 급수탑의 건축적 특성에 관한 연구 - 현존하는 급수탑을 중심으로 - (Architectural Characteristics of Railway Station Water Towers in Korea - Focused on the Existing Railway Station Water Towers -)

  • 김종헌;유우상;우동선
    • 건축역사연구
    • /
    • 제15권2호
    • /
    • pp.7-22
    • /
    • 2006
  • The Industrial Revolution brought a variety of new forms of structure, and as a group they are usually called 'industrial architecture'. Steam engines contributed greatly to architecture with a unique structure called 'water tower' to provide water for steam engines, especially the adoption of it. This study is to examine the changes of the building materials and architectural features of the water towers of railway stations built in the early twentieth century in South Korea. This study also attempts to describe the modern features of the industrial architecture, which did not get a chance to be noticed. Through this examination on water tower, which is a part of industrial architecture with sheer integration of function and pure geometric form, we would like to find the meaning of modern architecture in Korea. As we can see in the Korean oldest railway station water tower constructed in masonry at Yeonsan Station in 1911, early water towers were divided into the masonry machine room and the steel water tank. However, the masonry structure was soon turned into concrete structure with its formal features maintained as it was. The steel water tank was also replaced with concrete structure. As a result, while its basic structure remained, concrete structure had substituted for the every components of water tower. Concrete-built water towers were the high-tech architecture of that time and the most perfect structures built in concrete. Nevertheless, the perfection of the water tower form and the technology it attained were not transferred to other modern and contemporary architecture in South Korea. Since the subject to railway station water towers was the Japanese government, and steam engines were replaced with diesels in the midst of a complicated domestic situation after the independence, the need for water towers in railway stations disappeared and therefore, it became ignored and was difficult to look over the architectural features and values of early railway station water towers.

  • PDF

레이저 레이더 센서를 이용한 철도 승강장 안전설비의 개발 (Development of Railway Platform Safety Equipment using Laser Radar Sensor)

  • 김유호;황종규;조현정;백종현;김백현;고태국
    • 전기학회논문지P
    • /
    • 제62권2호
    • /
    • pp.57-64
    • /
    • 2013
  • Many accidents are being occurred due to many missteps, etc. at the railway platform. Recently in Korea, efforts to prevent casualties fundamentally are being made by installing and operating the PSD(Platform Screen Door) with underground station building as its center to prevent these casualties of passengers. Although this PSD can solve the problem of public casualties at platform fundamentally, it is impossible to install it at whole station buildings since its installation cost is high, and in case of the ground station building of general railway whose operation speed is higher, installation of PSD is impossible due to the characteristics of railway system. This paper proposes the novel safety equipment using Laser radar sensors for the prevention against casualties of passengers at station buildings where the PSDs are not installed like this. The safety equipment using Laser radar sensors is the safety equipment making an approaching train stopped if the falling object is a person by detecting the obstacle at platform through, and it has the merit possible to apply it to station buildings not only in the underground section but also in the ground section since it may detect accurately under ambient environmental elements such as the snow, rain and yellow dust, etc. also. We developed the prototype of the safety equipment to reduce public casualties at platform by using Laser radar sensors and carried out its performance test, and the result is presented in this paper.

역세권 제2종 일반주거지역 상업화 확산과 특성 분석 (A Study on the Commercialization Characteristics of 2nd Class Residential District in Inner-city Railway Station Area)

  • 윤용석;양우현
    • 한국주거학회논문집
    • /
    • 제23권2호
    • /
    • pp.25-36
    • /
    • 2012
  • The purpose of this study is to find out the commercialization characteristics of 2nd class residential district in innercity railway station area as basic research to protect urban residential area against the pressure of commercialization. Through the research that are based on literature, field survey and urban planning map, it analysed the commercialization characteristic of selected three sites under similar urban condition; to be a nearby subway station and to be a famous commercial street in site, etc. The consequences of this study are summarized as follows; First it finds the commercialized lots in all blocks that adjoin blocks of upper class zoning. Second it is in inverse proportion between the commercialization of lots and the distance from subway station to residential block. Third, the corner lot of a block and the access road directly connected collector road are very important factors to spread commercialization to residential area. Finally, it finds the difference of the commercialization degree of 2nd class residential zone according to arrange main commercial street and the 2nd class residential block; vertical arrangement and horizontal arrangement.

열차운행에 따른 철도역사의 진동영향 평가 (The Vibrational Evaluation of Railway Station by the Train Service)

  • 김병삼;이태근
    • 한국소음진동공학회논문집
    • /
    • 제20권10호
    • /
    • pp.968-975
    • /
    • 2010
  • The high interest for the ground vibrations which is caused by the train service is risen. When the trains are passed, a serious force is applied to ground and the caused vibration is propagated to the area of the building by the ground and rocks. This vibration comes to feel in the residents with the direct vibration, it is radiated in sound. The caused vibration and radiated sound affect the human's life, and this vibration brings about the operation interruption of the equipment which is sensitive to the vibration, or will bring about the structural damage of the building. In this study, the effect of the vibrations caused by the passing trains on the railway station and buildings is investigated by vibration measurement. Indoor and outdoor measurement is carried out by each trains.