• Title/Summary/Keyword: 교량관리체계

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Development Strategies and Feasibility Evaluation of Maintenance Operation System for Railway Bridge Based on Ubiquitous-BIM Technology (Ubiquitous-BIM 기술 기반의 철도교량 유지관리 운영체계 구축 전략 및 타당성 평가)

  • Moon, Hyoun-Seok;Kim, Hyeon-Seung;Kang, Leen-Seok
    • Journal of the Korean Society for Railway
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    • v.15 no.5
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    • pp.459-466
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    • 2012
  • Due to the issues such as omission of data, document based management, maintenance based on measurement data and wire-based network, it is difficult existing maintenance system for railway bridges to act to diverse characteristics of site and environmental changes in real time. With these reasons, there are many constraints in establishing active maintenance strategies for railway bridges. To solve these issues, this study suggests an integrated maintenance business model based on practical utilization and information management based on BIM technology to build a smart maintenance operation system based on ubiquitous computing for railway bridges. To secure its development and practical applications, a quantitative evaluation by questionnaire analysis was performed. Therefore, it is expected that the suggested model will be utilized as a framework model in order to build the smart maintenance operation system from collection of maintenance data to action for railway bridges.

Development of Bridge Life-Cycle Management System based on Information and Communication Technology (ICT 기반 교량 생애주기 관리시스템 개발)

  • Park, Kyung-Hoon;Sun, Jong-Wan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.10
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    • pp.13-20
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    • 2016
  • The computerized management system for bridges is required due to the increased service life and number of bridges. This paper provides information and communication technology (ICT) - based bridge management system (BMS) to enable life cycle management through a comparative study with the development trend and function of domestic and foreign BMSs. BMS developed as an operation system combined an internet and mobile program, and was based on GIS technology and an object-based information management system. BMS supports the establishment of long-term strategies and short-term plans based on predicting the life-cycle performance profile and the necessary budget by object-based informatization for the whole life-cycle information of bridges. Useful knowledge information for supporting decision making was derived from the life-cycle management strategies establishment for approximately 6,000 existing bridges. BMS was developed to be applicable to all nationwide road bridges. In addition, it can be used practically to maintain the performance based on accurate maintenance result management, reducing cost by reasonable budget management, and enhancing the convenience and reliability of field data collection.

A Common Data Model for Bridge Management and Maintenance Activities (교량 유지관리 업무를 위한 공통 자료모델)

  • Lee, Ji- Hoon;Kim, Bong-Geun;Lee, young Jung;Lee, Sang-Ho
    • Journal of Korean Society of societal Security
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    • v.1 no.4
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    • pp.41-49
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    • 2008
  • As bridges have been longer and bigger recently, lots of bridge management systems (BMS) have been developed for each bridge. However, the differences among the data models developed by different system developers give a serious problem in integrated information management for national security. The aim of this study is to develop a common data model which can be referred in development of the BMS. The existing BMS and work process by laws are carefully analyzed. Based on the analysis results, the bridge management and maintenance process is categorized into the four basic activity types. In addition, common data models for each the unit activity type are defined.

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Basic Study on Bridge Asset Management Framework and LOS for Efficient Downtown Bridge Maintenance (효율적인 도심지 교량관리를 위한 교량자산관리 체계 및 서비스수준(LOS) 개발을 위한 기초연구)

  • Kim, Gyung-Hyun;Kim, Dong-Jin;Lim, Jong-Kwon;Park, Mi-Yun;Lee, Min-Jae
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.5
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    • pp.671-679
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    • 2016
  • Bridges, which constitute one of the key facilities in a social infrastructure, are easily accessed and used by users, so that keeping their performance above a certain level is essential. According to various cases in the U.S., Japan and Europe with a long construction history, it is expected that the maintenance cost of bridges in Korea will increase continuously in the future, so a rational decision making system based on engineering factors is necessary to optimize the performance of and maintain them by allocating the limited budget efficiently. This study is a preliminary basic study for the purpose of developing a common asset management system for managing all of the bridges and maintaining the level of service provided by them. The scope of this preliminary study is limited to bridges in urban areas. The bridge asset management system for bridges in urban areas, their level of service (LOS) and performance measure (PM) were developed by carrying out a workshop consisting of both experts and stakeholders. The analysis on the weights of the value and performance measure for each performance indicator was carried out by using the multi-attribute utility theory and the AHP method. In order to confirm the application of the weight of the performance measure and value of the performance indicator, six bridges in an example city were selected, LOS analysis was applied and its results were reviewed.

Development of Maintenance Scenario Method for Small and Medium-sized Bridges Using Risk Matrix (리스크매트릭스를 활용한 중소규모 교량의 유지관리 시나리오 기법 개발)

  • Park, Hyun-Chan;Shin, Byoung-Gil;Cho, Choong-Yuen;Kim, Young-Min;Chang, Buhm-Soo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.6
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    • pp.161-168
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    • 2021
  • This paper is a maintenance system for bridge represented by Class 3 and other than by law bridges. Domestic bridge are divided into Class 1 & 2 bridges and Class 3 & other than by law bridges. The number of type 3 and other than by law bridges is very large. But, it is considered to be of relatively low importance compared to Class 1 & 2 Bridge Bridge. So, in this paper is propose a maintenance system and procedure for small & medium-sized bridges. However, because the number of small & medium-sized bridges is large, it is not possible to evaluate the performance of all bridges like Class 1 & 2 bridge. The reason is the lack of manpower and budget. Based on the Risk Matrix method, a maintenance procedure was created to select the bridge for which performance evaluation should be performed first. For this purpose, basic information of the bridge is used. And, the developed maintenance procedures were applied to the bridges in actual use.

A Study on Improvement of Maintenance System for Timber Sleepers of Ballast-less track on Railway Bridge (무도상 강철도 교량상 목침목 유지관리체계 개선방안에 관한 연구)

  • Choi, Jung-Youl;Shin, Tae-Hyoung;Kim, Sang-Jin;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.5 no.1
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    • pp.389-394
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    • 2019
  • In case of damaged timber sleepers, maintenance is carried out according to the track inspection standard. However, it is difficult to detect the extent of damage on the bridge, and maintenance is depended on inspector's judgment. In this study, we propose to improve the evaluation criterion of timber sleepers for the ballast-less tracks on serviced urban railway bridge. The timber sleepers on railway bridge was classified according to degree of damage, and damage scores were calculated for each damage grade. Also we have improved the maintenance system of the timber sleepers through the history management system of the individual timber sleepers on railway bridge. As a results, it was judged that systematic management of timber sleepers could be possible during maintenance.

Infrastructure Asset Management Methodology Application to Bridge Management (사회기반시설물 자산관리의 교량구조물 적용방안에 관한 연구)

  • Park, Kyung-Hoon;Sun, Jong-Wan;Park, Cheol-Woo;Lee, Min-Jae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.6D
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    • pp.727-736
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    • 2009
  • Many of the researchers have tried to enhance the satisfaction of both users and owners of social infrastructures by applying the asset management methodology. This study is to develop more efficient asset management framework for bridge management. Based on various literature review, an asset management procedure for bridge management was suggested, and appropriate practices at each step were given. The suggested procedures include the determination of operation and maintenance strategy, level of service, performance measure, valuation of assets, and decision-makings. In addition, this study suggests an applicable decision-making process for the resource distribution based on the management strategy.

Comparative Study of Bridge Maintenance: United States, United Kingdom, Japan, and Korea (교량 유지관리 프로그램과 보수보강 공법에 대한 국가 간 비교 연구: 미국, 영국, 일본, 한국을 중심으로)

  • Jeong, Yo-Seok;Min, Geun-Hyeong;Lee, Il-Keun;Youn, Il-Ro;Kim, Woo-Seok
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.5
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    • pp.114-126
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    • 2021
  • This paper compared bridge maintenance in United Stated, United Kingdom, Japan, and Korea. Bridges play an essential role in transportation network and in the economic production process. To provide a desirable level of service to the public within limited budgets, it is required to provide effective bridge maintenance activities (e.g. inspection and repair/rehabilitation) at acceptable level of bridge service. A number of bridges are expected to age rapidly in Korea, which will be the excess burden of government. Since several countries have experienced a number of deteriorated bridges because of aging, the countries aforementioned in this study have already developed comprehensive bridge maintenance programs such as inspection practice and repair/rehabilitation techniques. Therefore, the goal of this paper is to synthesize and to compare useful knowledge on bridge maintenance and bridge crack repair/restoration of deteriorated concrete bridge in the four countries. Finally, recommendations that will serve as guidance to transportation agencies for potential enhancements to bridge maintenance and bridge repairs are presented.

Work Breakdown Structure(WBS) based on the Steel Box Girder Production Process Model (강교량 제작 프로세스 모델을 기반으로한 WBS구축)

  • Ha, Seung-Ho;Kim, Seok;Kim, Kyoung-Min;Park, Chan-Hyuk;Kim, Kyong-Ju
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.521-525
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    • 2004
  • The objective of this study is to implement a WBS (Work Breakdown Structure) so as to support efficient information management through the construction process of Steel Box Girder Bridge. To meet this requirement. This study performs the analysis of the business process. Through the work, information flows and information management levels are identified. Information management in each manufacturing process was various in its level. For the efficient information management, skating and utilization in schedule, cost, resource, and quality management, it is recommended to utilize a WBS composed of major work section and element structure of the steel box girder.

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Bridge Scour Prioritization and Management System (II) - System Verification - (교량세굴 위험도 결정 및 유지관리 시스템 개발(II) - 시스템 검증 -)

  • Kwak, Kiseok;Park, Jae Hyun;Yoon, Hyun Suk;Woo, Hyo Seop
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.2B
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    • pp.197-208
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    • 2006
  • Case studies for real bridge sites are performed to verify the applicability of the Bridge Scour Management System in the field. The case studies for 20 bridges in Gangneung District of National Road Management consist of site investigations including the boring tests, bridge scour analyses for the design floods, bearing capacity evaluation of the bridge foundation before and after scour, and comprehensive evaluation of the bridge scour maintenance. The bridge scour management system is verified as an useful tool which can evaluate bridge scour vulnerability quantitatively, and is also proposed as a reasonable system which can help establish effective measures and secure the safety of bridges during floods.