• Title/Summary/Keyword: 철도시설공사

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A Study on the Installation Time and Method of Soundproofing Facilities According to Tunnel Blasting Work (터널발파작업에 따른 방음시설의 설치시기와 방법에 대한 고찰)

  • Won, Yeon-Ho;Son, Young-Bok;Jeong, Jai-Hyung
    • Explosives and Blasting
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    • v.25 no.1
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    • pp.1-14
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    • 2007
  • A blasting noise generated by blasting work, which is a kind of shock-noise, influences the human body. A civil appeal due to blasting noise causes work discontinuance and downsizing of a blasting scale. Most of soundproof facilities for reducing a blasting noise is installed at each working spot by itself and the degree of a noise reduction is very low. The aim of this study is to recommend a technology on noise reduction considering the method and material of soundproof facilities. As the first study step to acquire basic data, investigations on the installation time, installation method, and material of the soundproof facilities have been done at about 20 tunnel work spots such as railroad tunnel, road tunnel, tunnel for electric power.

The consideration of facilities plan and train operating plan for Incheon airport railroad revitalization (인천공항철도 활성화를 위한 시설 및 열차운영방안 고찰)

  • Roh, Byoung-Kuk;Kim, Young-Bea
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.80-97
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    • 2010
  • With the hubbing strategy, construction of "Incheon Airport Railroad(AREX)" was proceeded to expand the accessibility at the level of airports in rivalry like Kansai and Chek Lap Kok. At the present 1st phase which routes from Incheon Airport to Kimpo Airport is opened March 2007. 2nd phase which is planned from Kimpo Airport to Seoul station will be opened at the end of October 2010. But the accessibilty to AREX is delinquent because it is connected only in Seoul station and the maximum operation speed is 110km/h which downgrade the time competitiveness with airport limousine. In addition, transfering of user is necessary to access to AREX from Kyungbu KTX. With these reasons, travel demand in 1st phase section is low(7%). According to reestimation of travel demand, demand analysis result compared with convention condition is insufficient, so required annual average government grant-in-aid amounts to 200 billions won, and it is right time to develop the method for revitalization of Incheon airport railroad. In this paper, facilities plan and operating plan to make new travel demand by speed-up which is able through substitution train now running with high speed train(EMU, 180km/h) and direct connection of KTX, will be suggested. This will contribute to offering high speed railroad service to customers and the reduction of government grant-in-aid by way of demand expansion.

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종합건설업체 탐방 ⑨-「인간존중, 사회기여, 미래도전」이념으로 기반산업 중추 이룬 한라건설(주)

  • Korea Mechanical Construction Contractors Association
    • 월간 기계설비
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    • no.1 s.198
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    • pp.65-71
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    • 2007
  • 한라건설(주)은 1980년 창립한 이래 국내외 토목, 건축, 주택, 플랜트, 환경 사업 등 각 분야에서 눈부신 발전을 거듭하여왔다. 특히 최고의 품질과 경쟁력으로 각종 도로, 철도, 항만, 공항 등 토목공사와 사회기반시설(SOC) 건설사업에 참여함으로써 국가기반시설을 조성하였다. 2006년 1조3500억원 수주, 8300억원 매출 이라는 성과를 거뒀고 2007년 1조6000억원 수주, 9200억원 매출을 목표로 하고 있다. 또한 자연 친화적인 사계절 아름다운 아파트‘한라비발디’를 통하여 소비자의 다양한 요구를 반영, 쾌적하고 편안한 주거환경 조성에 심혈을 기울이고 있다. 「 인간존중, 사회기여, 미래도전」이라는 경영이념을 바탕으로 급변하는 환경에 적극적으로 대처하고, 새로운 기술개발, 우수인재 육성, 핵심경쟁력 강화를 통해 미래를 대비하는 한라건설(주)의 행보는 오늘도 계속되고 있다.

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Analysis on Impact Factors of Open-cut Type Excavation Work using Numerical Analysis Method (수치해석기법을 이용한 개착식 지반굴착공사의 영향인자 분석)

  • Seong, Joo-Hyun;Kim, Yong-Soo;Shin, Byoung-Gil
    • Journal of the Korean Geosynthetics Society
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    • v.12 no.3
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    • pp.43-53
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    • 2013
  • In this study, an analysis about the causes of different types of excavation on accidents is required in order to prevent the frequently occurring accidents related to the earth retaining structure and excavation. Also, analysis of influence was performed by using numerical typical soil conditions and construction trend using numerical analysis method. According to the analysis results of 25 accident cases, the main influence factors were found as following: insufficient of soil survey, instability of temporary facility and lack of groundwater treatment, etc. Furthermore, in the numerical analysis result of 22 cases, drainage method was occurred larger settlement than waterproof method in the Inland. In case of applying the earth anchor method, it needs more detailed in the regions, which are discovered soft ground or rock discontinuities. Also, The consolidated clay absolutely needs further consideration of excess hydrostatic pressure.

Safety Evaluation Method for Ground Ammunition and Explosive Storage Facilities due to Underground Tunnel Blast (지하시설 굴착공사에 따른 탄약저장시설 안전성 평가방법 연구)

  • Park, Sangwoo;Kim, Kuk-Joo;Park, Young-Jun
    • Journal of the Korea Institute of Building Construction
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    • v.19 no.4
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    • pp.331-339
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    • 2019
  • Recently, expansion of urban and social infrastructures is planned to go through the transfer of military facilities or crossing the infrastructures via underground tunnels. However, when crossing facilities such as ammunition and explosive storages, a high level of safety assessment is required to prevent an accidental explosion of ground ammunition. In this study, a case study was conducted to evaluate the effect of blasting for the construction of tunnel on the ground ammunition facilities. The design section of Sinansan train operated by the Korea Railroad Authority with agreement of the Ministry of National Defense was selected. For the purpose of this study, the vibration velocity due to explosion was predicted by using GTS-NX, a numerical analysis program. Through literature review, it was confirmed that the vibration velocity of 0.2cm/sec can be a safety evaluation standard. These safety evaluation indicators and procedures used in this study can be utilized as an index of safety evaluation in the planning of social infrastructures that cross the ammunition facilities in the future.

Simulation of Vehicle-Structure Dynamic Interaction by Displacement Constraint Equations and Stabilized Penalty Method (변위제한조건식과 안정화된 Penalty방법에 의한 차량 주행에 따른 구조물의 동적상호작용 해석기법)

  • Chung, Keun Young;Lee, Sung Uk;Min, Kyung Ju
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.4D
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    • pp.671-678
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    • 2006
  • In this study, to describe vehicle-structure dynamic interaction phenomena with 1/4 vehicle model, nonlinear Hertzian contact spring and nonlinear contact damper are adopted. The external loads acting on 1/4 vehicle model are selfweight of vehicle and geometry information of running surface. The constraint equation on contact surface is implemented by the Penalty method with stabilization and the reaction from constraint violation. To describe pitching motion of various vehicles two types of the displacement constraint equations are exerted to connect between car bodies and between bogie frames, i.e., the rigid body connection and the rigid body connection with pin, respectively. For the time integration of dynamic equations of vehicles and structure Newmark time integration scheme is adopted. To reduce the error caused by inadequate time step size, adaptive time-stepping technique is also adopted. Thus, it is expected that more versatile dynamic interaction phenomena can be described by this approach and it can be applied to various railway dynamic problems with low computational cost.

A Basic Study on Effective Adjustment Method for Construction Escalation/De-Escalation Price (건설공사 중 물가변동에 따른 효율적인 계약금액 조정에 관한 기초 연구)

  • Sung, Ju-yong;Kim, Dong-jin;Lee, Min-jae
    • Korean Journal of Construction Engineering and Management
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    • v.20 no.3
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    • pp.3-11
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    • 2019
  • The construction of a facility is an act whereby infrastructure such as roads and railways and other facilities such as housing and office spaces are constructed, and due to the characteristics of the relevant industry where such construction is carried out in a custom order method, it requires a long period of time mostly. While the construction is carried out over a long period of time, fluctuations in the price of raw materials required for the construction occur. Therefore, the cost of the construction also fluctuates inevitably. The fluctuation of the construction cost meshes closely with the profit of a constructor and the efficiency of government spending. Therefore, it is necessary to maintain the construction cost at a reasonable level by adjusting the construction cost rationally in order to secure the required construction quality and spend the budget efficiently. The buffer system for solving such problem is the contract amount adjustment system by fluctuations in prices (Escalation/De-Escalation). In this study, the method combining the escalation method based on the item adjustment method was suggested for an efficient contract amount adjustment method. In addition, it is proposed that there be an investigation and codification of matters not applied to government acts and regulations on contracts related to the adjustment of fluctuations in prices legally.

Analysis of Influences on the Coast Construction Facilities depending on Sea Level Rise (해수면 상승에 따른 연안 건설시설물의 영향 분석)

  • Park, Jun-Young;Bu, Yang-Su;Lee, Dong-Wook
    • Proceedings of the KAIS Fall Conference
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    • 2009.05a
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    • pp.825-828
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    • 2009
  • 기후변화는 기상재해뿐만 아니라 지속적인 해수면 상승의 원인이 되고 있으며, 자연 생태계화 인간의 사회, 경제시스템 전반에 걸쳐 영향을 미치고 있으며, 건설분야도 이와 무관하지 않다. 특히 기후변화는 해수면 상승으로 이어져 사회기반시설인 항구, 연안도로, 철도, 빌딩 등과 연안산업인 석유 및 석유화학공장, 그리고 서비스업인 관광에 대한 위협으로 나타나고 있다. 이러한 해수면 상승은 토지 및 건물의 재산 가치 하락과 해수면 상승에 따른 보호비용 증대, 구조물의 급속한 노후화에 따른 유지관리비용의 증가뿐만 아니라 정치적 제도적 불안 및 사회동요 등을 유발할 수 있다. 우리나라의 경우, 지난 100년간 6대 도시 평균기온이 약 $1.5^{\circ}C$ 상승하였으며, 해수면(제주기준)은 40년간 22cm가 상승하였다. 특히 제주의 경우 매년 5mm씩의 해수면 상승을 보이고 있으며 이는 전 지구 해수면 상승률보다 3배 높은 수치이다. 본 연구는 해수면의 상승에 따른 건설분야의 영향을 분석하기 위한 선도적인 연구로서, 연구의 범위를 제주지역에 국한하였으며, 해수면 상승에 따른 영향 지역을 추출하고, 영향 지역 내 건설시설물 정보를 추출하기 위한 절차를 규명하였다. 본 연구 결과는 유지보수 및 시설물 이설에 따른 공사비 산출의 근거가 될 뿐만 아니라 관련 예산 확보에 대한 근거 자료로 활용될 수 있을 것이다. 향후 관련 지역의 유지보수 및 이설 공사비 정보의 추출 및 DB 구축을 통해 연안 건설 시설물의 이설에 따른 공사비를 예측할 수 있을 것이다.

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A Study on the Accuracy Comparison of Object Detection Algorithms for 360° Camera Images for BIM Model Utilization (BIM 모델 활용을 위한 360° 카메라 이미지의 객체 탐지 알고리즘 정확성 비교 연구)

  • Hyun-Chul Joo;Ju-Hyeong Lee;Jong-Won Lim;Jae-Hee Lee;Leen-Seok Kang
    • Land and Housing Review
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    • v.14 no.3
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    • pp.145-155
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    • 2023
  • Recently, with the widespread adoption of Building Information Modeling (BIM) technology in the construction industry, various object detection algorithms have been used to verify errors between 3D models and actual construction elements. Since the characteristics of objects vary depending on the type of construction facility, such as buildings, bridges, and tunnels, appropriate methods for object detection technology need to be employed. Additionally, for object detection, initial object images are required, and to obtain these, various methods, such as drones and smartphones, can be used for image acquisition. The study uses a 360° camera optimized for internal tunnel imaging to capture initial images of the tunnel structures of railway and road facilities. Various object detection methodologies including the YOLO, SSD, and R-CNN algorithms are applied to detect actual objects from the captured images. And the Faster R-CNN algorithm had a higher recognition rate and mAP value than the SSD and YOLO v5 algorithms, and the difference between the minimum and maximum values of the recognition rates was small, showing equal detection ability. Considering the increasing adoption of BIM in current railway and road construction projects, this research highlights the potential utilization of 360° cameras and object detection methodologies for tunnel facility sections, aiming to expand their application in maintenance.

A Study on the Present State of Construction Records Management System through the KS X ISO 15489 : Focused on K Puplic Corporation (KS X ISO 15489를 통해본 건설기록물 관리 현황 - K공단을 중심으로 -)

  • Lee, Hun-Ah
    • Journal of Korean Society of Archives and Records Management
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    • v.7 no.2
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    • pp.113-138
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    • 2007
  • This study was started from a critical mind for the construction records management in South Korea and examined the state of the construction records management system of the Korea Rail Network Authority which is constructing the biggest Express Railway Construction of National Project in Korea. The Methodology of this study is based on the functional requirement of the Records Management International Standard, ISO 15489, which standardized the record management process in the cases of Record Capture, Declaration, Classification, Storage, Access, Tracking and Disposition. In regard to the functional requirements from Capture to Disposition, each level(title) consists of 3 to 4 items, for a total of 22 principles in all. The estimation was created for each of the 22 categories using 4 levels: observance, partial observance, insufficiency and non observance. And pointing out the problem, suggesting the improvements for the Korea Rail Network Authority and structural improvements according to the KS X ISO 15489 principles.