• Title/Summary/Keyword: Railway construction

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The guideline for development and verification of railway software (철도 소프트웨어 개발 및 검증을 위한 지침)

  • Lee, Young-Jun;Choi, Jong-Gyun;Cha, Kyung-Ho;Cheon, Se-Woo;Lee, Jang-Soo;Kwon, Ki-Choon;Jung, Ui-Jin
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.659-664
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    • 2008
  • The Railroad Safety Act's regulation reads as follows. "The Minister of Construction and Transportation may qualify and authorize the product to guarantee performance and safety of parts, machine, and device used in Railway fields." Another regulation reads as follows."“The guidelines about targets, standards, and procedures of Quality and Authority in first provision are decided as Ministry of Construction and Transportation Decree." The software used in rail cars and facilities is considered as a railway product. Therefore, it is qualified and authorized for acquiring the safety of rail cars and facilities. The software businesses shall again a Quality and Authority for applying a software to the rail cars and facilities. This paper regulates some guidelines that are needed to develop a software. The procedures that a software developer performs are divided by plan, requirement, design, implementation, and maintenance. The procedures that a software verification person performs are classified by verification plan, requirement verification, design verification, implementation verification, testing verification, maintenance verification, and safety activity. The entire processes and detailed activities to develope and verify a software are described as new guidelines.

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Design Specifications of Car body and Interiors for Bimodal Tram Vehicle (바이모달 트램 차량용 차체 및 실내의장의 설계사양)

  • Kim, Yeon-Su;Lim, Song-Gyu;Mok, Jai-Kyun;Park, Tae-Young;Cho, Se-Hyun
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.975-979
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    • 2008
  • Since tram has the advantages to reduce construction cost of infrastructure, to improve accessibility of passengers, and to offer visual pleasures, nowadays, it is one of light rails attracting public attention. Tram can be classified into two groups, one is a conventional steel-wheeled type, and the other is a rubber-tired type (bi-modal tram). The bi-modal tram propelled by the serial CNG hybrid propulsion unit has been developing since 2003 in Korea, which can realize both scheduled operation of railway and route flexibility of bus. Because the bimodal will be operated on both railway mode and bus mode, however, specific criteria and regulations for its design, certification, construction, operation and maintenance have not been determined definitely yet. In consideration of mobility enhancement for the old and the handicapped, motor vehicle safety standard and urban transit (railway vehicle) safety standard, several design specifications were proposed for car body and interiors of the bimodal tram vehicle. The design specifications proposed in this paper can be expected to promote passengers' comfort and safety, operation efficiency of the bimodal tram.

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Optimum Design of Prestressed Concrete Girder Railway Bridge (프리스트레스트 콘크리트 거더 철도교의 최적설계)

  • Cho, Sun-Kyu;Youn, Seok-Goo;Seo, Dong-Joo;Jung, Jae-Dong;Kim, Hyun-Woo
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1125-1130
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    • 2004
  • The prestressed concrete girder bridges have been used widely at the domestic national road as well as highway because it is great in the functional and economical efficiency. Also it has the advantage of convenience of design and construction due to being given standard sections. However it could be easily verified that a standard section of P.S.C girder is excessive design, which has much more redundancy than is necessary against design loads. Thus, in this paper the formulation of the optimum design for PSC girder railway bridge is suggested and dominant design variables and constraints are inquired as performing the optimum design. The objective is adopted as total cost of PSC girder bridge ,and in order to effective optimum design, design variables are formulated as PSC girder section dimension and girder space as well. And constraints are formulated according to Korean railway design specification and considering construction-ability such as PS anchorage and girder space. Using the proposed optimum design system, optimum PSC girder bridge design has been performed. And from the results of analysis it is suggested to denote the optimum section which satisfies the structural safety ,and economical efficiency all together.

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A study on the Electronic Delivery Process and the Configuration Functional Modules of Railway Infrastructure BIM Digital Model (철도 인프라 BIM 디지털 모델의 전자납품 프로세스 및 기능 모듈 구성방안 연구)

  • Choi, Gwang-Yeol;Kim, Jin-Young;Choi, Hyung-Lae;Kim, Lee-Hyeon
    • Journal of KIBIM
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    • v.11 no.3
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    • pp.55-66
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    • 2021
  • Recently, Building Information Modeling(BIM) has become a hot topic in the construction industry such as quantity calculation, interference check, process management, and construction cost management. It is also trying to convert the existing 2D design to 3D design and introduce the BIM in various fields, thus, many new deliverable are being presented but there are many issues due to the lack of standard guides on the preparation and delivery criteria for such new deliverable and how to utilize performance data. Therefore, In order to develop the electronic delivery process, we analyzed the process related to the delivery of BIM digital models presented in domestic and international BIM guidelines and the delivery of products from the Korea National Railway. The analysis focused on the list of achievements, delivery process, quality review standards, and the utilization code system of the Korea National Railway through BIM guidelines and the National Railroad Service's business procedures. Based on these analysis results, it presents a plan to construct an functional module of electronic delivery.

A Proposal Research of Assessment Standards for Ordering BIM-based Projects in Railway Infrastructure - Case Study on Application of Existing Projects - (철도인프라 BIM기반 공사 발주를 위한 평가기준 제안 연구 - 기존 발주사업 적용 사례를 통해 -)

  • Son, Seo-Yeon;Lee, Geun-Il;Jung, Ji-Hyun;Moon, Woo-Hyoung
    • Journal of KIBIM
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    • v.11 no.4
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    • pp.10-19
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    • 2021
  • In the evaluation for ordering BIM-based projects (Design Build) of Korean National Railway, criteria of BIM-based smart construction technology are assessed. Unlike the existing assessment criteria, performance resources and detailed assessment guidelines have been added by this research. The purpose of this study is to propose qualification assessment standards according to specific guidelines when evaluating on the phase of bidding for BIM-based projects. In the study, an improved evaluation standard (draft) was arranged based on two consultation meetings and surveys of related companies, applied to existing projects with the companies that won the bid, and validated. As more specific and added criteria compared to the existing standards, it could reduce the difficulty of evaluation for BIM capability and lay the foundation for railway BIM-based project management.

Development of Automation Technology for Modeling of Railway Infrastructure using BIM Library (BIM 라이브러리를 활용한 철도 인프라의 모델링 자동화 기술 개발)

  • Kim, Yun-Ok;Moon, So-Yeong;Yoon, Hee-Taek;Park, Young-Kon;Kim, Ji-Young
    • Journal of KIBIM
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    • v.12 no.3
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    • pp.18-29
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    • 2022
  • Recently, research on the application of BIM has continuously been active not only in architecture but also in civil engineering in order to improve work efficiency across the project's planning, design, construction and maintenance phases. However, the empirical applications of BIM targeting to civil engineering scope of construction sites still lags compared to architectural sized projects. This is because BIM tools are mainly based upon vertical structures of architecture, thereby most of them have difficulties and limitations to get utilized on horizontal structures of civil engineering. Therefore, this study intends to propose automation technology of design using BIM library and to indicate its field availability through case application on a railway project representing linear infrastructure. In addition, it put forward the utilization plan of the automation technology upto 4D and 5D by continue making use of the BIM model created in the project's design stage up through the maintenance stage. The novel method of the technology proposed in this paper incorporates the automatic creation of the BIM library based on two-dimensional tunnel cross-sections and sweeping of it over three-dimensional alignment to create a BIM model of linear infrastructure. The proposed technology is anticipated to improve the efficiecny of modeling process of railway projects based on linear structures.

Fatigue Life Evaluation for Used Rail on Track Types (궤도형식별 사용레일의 피로수명 평가)

  • Kang, Sung Won;Lim, Hyung-Jun;Park, Yong-Gul
    • Journal of the Korean Society for Railway
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    • v.20 no.5
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    • pp.649-657
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    • 2017
  • In this study, fatigue testing was carried out for long-term use of rail according to track type. From S-N curves for 50%~0.01% failure probability, the fatigue life of the long-term use rail for each track type was derived using the weight probability analysis technique on the experimental data. Because the rails used in the fatigue test have different cumulative tonnages, the number of repetitions was modified by averaging the cumulative tonnage. In addition, the bending stresses of rail bottoms, considering rail surface irregularities, track support stiffnesses and train speeds, were evaluated using the predicted rail bending stresses derived from existing studies. As a result, for rail fatigue life evaluation, the fatigue life of rail on the ballast track was found to be more than 200 million tons higher than the standard value for rail replacement. Also, the fatigue life of rail on concrete track is more than 300 million tons higher than that on ballast track. The Haibach rule is adaptable for the fatigue life evaluation of rail for stress range under fatigue limit.

Stress Release Zone Around Sub-structure Constructed by Non-open Cut Methods (비개착공법으로 건설된 지하구조물 주변 지반 응력이완영역 규명)

  • Seo, Ho-Sung;Cho, Kook-Hwan
    • Journal of the Korean Society for Railway
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    • v.19 no.4
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    • pp.480-488
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    • 2016
  • For the development of areas around railway lines, subsurface construction using the non-open cut method under the railway has recently been increased. However, when a structure under a railway is constructed, the stress release of the ground is not considered an important factor in the design. In this study, laboratory tests were conducted to determine a zone of stress relaxation. Field tests using an inclinometer were performed to measure the horizontal displacement of the ground during non-open cut construction. The stress release zone and the subgrade stiffness were investigated by numerical analysis. The results of the laboratory tests indicated that the failure zone in the ground was similar to a Rankine's active earth pressure zone. The measured data from the inclinometer in the field tests showed that displacements started when a steel pipe was pushed into the ground. The results of numerical analysis show that lateral earth pressure was also close to Rankine's active earth pressure. The roadbed support stiffness of the soil around the structure decreased to 40% of the original value. The ground around the subsurface structure constructed using nonopen cut methods should be reinforced to maintain the running stability of train.

Railway Communication Policy Proposal for Interoperability Implementation of Railroad Line on North-South Korean Railway (남북철도 선로분야 상호운영성 구축를 위한 철도통신정책 제안)

  • Park, Eun-Kyung
    • The Journal of the Korea institute of electronic communication sciences
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    • v.14 no.5
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    • pp.797-804
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    • 2019
  • The two Koreas agreed to pursue rail and road connections on September 19, 2018 in the Pyongyang Joint Declaration. In December 2018, they launched a joint investigation for the North Korean railway modernization project. The survey confirmed that the track condition is seriously aging so that it is impossible to operate, and the railway network is well connected to major cities. Therefore, it was reasonable to modernize the aging track of the existing railway network rather than construct a new railway network. This paper proposed the railway communication policy for the improvement of railway lines and the construction of the railway wireless network by analyzing the status of roadbeds and tracks in order to enhance interoperability for the inter-Korean railway connection and safety for preventing the railway accidents.

A Study on System Engineering of Light Rail Transit Private Investment Projects (경량전철 민간투자사업의 시스템엔지니어링 연구)

  • Cha, Gi-Ho;Park, Jin-Jae;Lee, Jae-Hyeong;Chu, Dong-Su
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.517-544
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    • 2011
  • Promote competition in local government and the construction of a subway construction in the vicious cycle of debt due to the operating deficit as a greater burden on local finances was leave. This government policy of public transport in the center of the metro construction costs affordable and to respond appropriately to public transport demand new transit LRT(Light rail Transit) by introducing the current Busan was the opening of Line 4, yongin line, Busan - Gimhae line, parliamentary and barge construction or ready for the opening. What is light rail, compared to the existing subway and cheaper construction cost, the existing road or bridge that runs along the track is installed, etc. Manless system construction cost and operating expenses as a possible new railway transportation has been a leading state-of-the-art mad. However, the domestic business system engineering of light rail-related companies in the developed countries are doing to advance to the national to the local engineering skills of the self-free, hurry will have to be secured. Therefore, this paper applies local light rail project on the status of the systems engineering analysis and based on this source of the latest engineering technology-intensive systems engineering to provide direction to the development of technology.

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