• Title/Summary/Keyword: 대형교량

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Application of a 3D Graphic Model for Bridge Maintenance (3D 그래픽 모델을 활용한 교량 시설물 유지관리 시스템)

  • Moon, Sung-Woo;Kim, Sang-Do;Park, Mi-Kyoung
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.2
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    • pp.64-71
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    • 2011
  • Construction projects are becoming larger in size and higher in complexity. Operation and maintenance, therefore, is an important part in providing the serviceability of the built facility from the perspective of life-cycle. This paper presents a 3D graphic model-integrated data extraction for bridge maintenance. The 3D graphic model environment assigns attributes to the member blocks in CAD, and link the attributes to the data stored in a database. Then, the user can click the member block to extract the data associated with the attributes. A prototype has been developed to test the applicability of the 3D graphic model environment using CAD and web. Application of the system in an actual bridge construction showed that the 3D graphic model environment can help the user find necessary data at a shorter time, thereby increasing the effectiveness of operation and maintenance in bridge structures.

Development of a Wireless Piezoelectric Transducer Excitation Technique using laser and optoelectronic devices (레이저 및 광전자소자를 활용한 압전소자의 무선 가진 시스템 개발)

  • Park, Hyun-Jun;Sohn, Hoon;Chung, Joseph;Kwon, Il-Bum;Yun, Chung-Bang
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2009.04a
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    • pp.6-9
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    • 2009
  • 교량, 댐, 터널 등의 대형 구조물 및 항공기 등의 기계 구조물의 경우 그 중요성과 함께 노후화 및 손상의 발생에 의한 구조물의 사고를 미연에 방지하기 위해 효과적인 건전도 평가와 손상 검색에 대한 연구가 최근 급증하고 있으며 특히 압전소자를 활용하여 구조물의 손상을 추정하는 기법들이 많이 개발되고 있다. 또한, 최근에는 압전소자와 계측기 사이를 케이블을 이용하여 연결할 경우 실제 대형 구조물에 설치 시 비효율적인 부분이 많아 무선 기반 계측시스템이 개발되고 있다. 그러나 이러한 무선 계측 시스템의 경우 압전소자의 가진 및 계측되는 데이터의 전송을 위해 별도의 전원공급이 필요하기 때문에 배터리가 포함되도록 구성되며 이럴 경우 그 수명이 제한적이기 때문에 실제 구조물에 활용 시 문제로 제기되고 있다. 이러한 배경에서 본 연구에서는 레이저를 통해 원격지의 압전소자에 무선으로 전원을 공급하여 가진시키는 시스템을 제안하였다. 압전소자를 가진시키고자 하는 임의의 파형으로 레이저를 변조(modulation)시키고 대기 중으로 전송하여, 압전소자와 연결된 광검출기(photodiode)를 통해 전기적 신호로 변환하여 최종적으로 가진시키게 된다. 이러한 시스템을 실내 실험을 통하여 구현하였으며 그 효용성을 살펴보았다.

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A Study on Traffic Supporting System Enhancing the Safe Passage under Sea Bridge for Towing Vessels (예부선의 해상교량 안전통항을 위한 안전운항지원시스템 구축에 관한 연구)

  • Lee, Yun-Sok;Yun, Gwi-Ho;Park, Young-Soo;Kim, Jong-Sung;Cho, Ik-Soon
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.13 no.4
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    • pp.71-78
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    • 2007
  • Towing vessels have carried out the important role and service in the maritime industry construction, such as port and sea bridge construction, fairway dredging and sea reclamation etc. Furthermore, tugboat takes the largest portion in number of vessel at the domestic registry and barges as big as the general merchant vessel, which are getting specialized and larger, are in operation. In spite of the increase of marine accidents under this situation, there has been no proper measure for the safe navigation of tugboat in the aspect of a nation. This paper aims to propose the measure for the safe navigation of tugboat according to the frequent marine accident of tugboat with sea bridge. Therefore, we show an example of the sailing schedule and operation checklist based on the analysis of statistics and precedent of marine accident and the investigation of the actual operation state of tugboat in the aspect of a contract of carriage and a personnel setup, which should be checked by the operator of tugboat, to pass through sea bridge safely and propose the safe traffic supporting system based on electronic chart system to improve the safe navigation of tugboat.

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Evaluation of Static Behaviour of Orthotropic Steel Deck Considering the Loading Patterns (하중재하 패턴을 고려한 강바닥판의 정적거동 평가)

  • Kim, Seok Tae;Huh, Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.2
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    • pp.98-106
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    • 2011
  • The deck of steel box girder bridges is composed of deck plate, longitudinal rib, and transverse ribs. The orthotropic steel decks have high possibility to fatigue damage due to numbers of welded connection part, the heavy contact loadings, and the increase of repeated loadings. Generally, the local stress by the repeated loadings of heavy vehicles causes the orthotropic steel deck bridge to fatigue cracks. The increase of traffic volume and heavy vehicle loadings are promoted the possibility of fatigue cracks. Thus, it is important to exactly evaluate the structural behavior of bridge considering the contact loading area of heavy vehicles and real load patterns of heavy trucks which have effects on the bridge. This study estimated the effect of contact area of design loads and real traffic vehicles through the finite element analysis considering the real loading conditions. The finite element analysis carried out 4 cases of loading patterns in the orthotropic steel deck bridge. Also, analysis estimated the influence of contact area of real truck loadings by the existence of diaphragm plate. The result of finite element analysis indicated that single tire loadings of real trucks occurred higher local stress than one of design loadings, and especially the deck plate got the most influence by the single tire loading. It was found that the diaphragm attachment at joint part of longitudinal ribs and transverse ribs had no effects on the improvement of structural performance against fatigue resistance in elastic analysis.

A Study on the Suggestion of Traffic Supporting System Enhancing the Safe Passage under Sea Bridge for Tugboat (예부선의 해상교량 안전 통항을 위한 안전운항지원시스템 제안)

  • Lee, Yun-Sok;Yun, Gwi-Ho;Park, Young-Soo;Kim, Jong-Sung;Cho, Ik-Soon
    • Proceedings of KOSOMES biannual meeting
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    • 2007.05a
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    • pp.101-108
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    • 2007
  • Tugboat has carried out the important role and service in the maritime industry construction, such as port and sea bridge construction, fairway dredging and sea reclamation etc. Furthermore, tugboat takes the largest portion in number of vessel at the domestic registry and barges as big as the general merchant vessel, which are getting specialized and larger, are in operation. In spite of the increase of marine accident under this situation, there has been no proper measure for the safe navigation of tugboat in the aspect of a nation. This paper aims to propose the measure for the safe navigation of tugboat according to the frequent marine accident of tugboat with sea bridge. Therefore, we show a example of the sailing schedule and operation checklist based on the analysis of statistics and precedent of marine accident and the investigation of the actual operation state of tugboat in the aspect of a contract of carriage and a personnel setup, which should be checked by the operator of tugboat, pass through sea bridge safely and propose the safe traffic supporting system based on electronic chart system to improve the safe navigation of tugboat.

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A Study on Evaluating the Level of Service for Bridges using Fuzzy Approximate Reasoning (퍼지근사추론을 이용한 교량 서비스 수준 산정에 관한 연구)

  • Jo, Byung-Wan;Kim, Heon;Kim, Jang-Wook;Chi, Se-Young
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.8
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    • pp.8-17
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    • 2017
  • Infrastructures such as bridges and tunnels are crucial elements of national economic growth, and sudden collapses may lead to great catastrophes with significant social and economic losses, as well as a loss of lives. Hence, an efficient maintenance technique must be applied to guarantee safety, secure budgets to maintain a certain level of service, and prevent maintenance expenditures from being concentrated in a specific time period. Developed countries have experienced rapid increases in maintenance budgets, and maintenance costs now account for about 40% of the total maintenance budget. The level of service in asset management systems is an essential element for setting management goals and making priority decisions. Therefore, this study uses fuzzy theory to develop a new way to assess the level of service.The assessment model was applied to an actual bridge to evaluate the level of service for users.

A Study on Behavior Analysis of Large-diameter Drilled Shaft by Design Methods in Deep Water Depth Composite Foundation (대수심 대형 복합기초에서 설계기법에 따른 대구경 현장타설말뚝의 거동 분석 연구)

  • Han, Yushik;Choi, Yongkyu
    • Journal of the Korean GEO-environmental Society
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    • v.16 no.1
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    • pp.5-16
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    • 2015
  • In the long span bridge construction, construction cost portion of large scale marine foundation is about 40% (KICTEP, 2007). In this study, designs for deep water depth large composite foundation of a super long span cable-stayed girder bridge of prototype were performed by three design methods (ASD, LRFD, Eurocode) and the behaviors of a large diameter drilled shaft were analyzed and the 3D numerical analysis was performed. As a result, the soft rock socket lengths in allowable stress design estimation method were the longest. The soft rock socket lengths estimated by the design approach 2 among Eurocode and the LRFD were similar. The longer the socket length socketed in the soft rock was, the smaller the axial force acting on a large-diameter drilled shaft head was and the smaller the settlement of drilled shaft was.

Optimal Transducer Placement for Health Monitoring of Large Structural System (대형 구조물의 상설 감지를 위한 감지기의 최적 위치)

  • 황충열;허광희
    • Computational Structural Engineering
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    • v.10 no.3
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    • pp.157-165
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    • 1997
  • This research aims to develop an algorithm of optimal transducer placement for health monitoring of large structural system. The structural vibration response-based health monitoring is considered one of the best for the system which requires a long-term, continuous monitoring. In its experimental modal testing, however, it is difficult to decide on the measurement locations and their number, especially for complex structures, which have a major influence on the quality of the results. In order to minimize the number of sensing operations and optimize the transducer location while maximizing the accuracy of results, this paper discusses about an optimum transducer placement criterion suitable for the identification of structural damage for continuous health monitoring. As a criterion algorithm, it proposes the Kinetic Energy Optimization Technique (EOT), and then addresses the numerical issues which are subsequently applicable to actual experiment where a bridge model is used. By using the experimental data, it compares the EOT with the EIM(Effective Indefence Method) which is generally used to optimize the transducer placement for the damage identification and control purposes. The comparison conclusively shows that the EOT algorithm proposed in this paper is preferable when a structure is to be instrumented with fewer sensors for monitoring purpose.

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Energy conversion system for wireless network (무선 센서의 데이터 통신을 위한 에너지 변환 시스템)

  • Lee, Jae-Yun;Oh, Jea-Gun;Choi, Jun-Seong;Choi, Bum-Kyu
    • Proceedings of the KIEE Conference
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    • 2004.07c
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    • pp.2111-2113
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    • 2004
  • 대형 조물은 안전관리 시스템의 법제화로 스트레인 게이지, 가속도 센서 등을 이용하여 상시 관리를 의무화 하고 있다. 상시 계측을 위해 유선 센서의 경우 데이터 전송의 신뢰성은 있지만 선로 결선의 문제점 때문에 무선 센서의 적용이 요구된다. 하지만 무선 센서의 경우, 전원공급의 문제를 갖고 있어 장차이 어려운 실정이다. 본 연구에서는 압전체를 이용하여 무선 센서의 전원 공을 위한 에너지 변환 시스템을 제안하였다. 이 시스템은 구조물 내부의 진동을 전기 에너지로 변환, Capacitor에 저장 후, 데이터 전송을 위해 일시에 방출하는 구조이다. 20m의 무선 데이터 통신을 위해 2.43mJ(5V*49mA*10ms)의 전력량이 필요한데, 모의 교량 모델에 시스템을 적용한 결과 2분 30초 동안의 진동 에너지가 2.8mJ의 전기 에너지로 저장되었다. 이 실험 결과를 토대로 무선 센서를 이용한 상시 모니터링이 가능함을 예상할 수 있다.

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해상크레인 운송선단의 안전 조종법에 관한 고찰

  • Choe, Hyeon-Cheol;Kim, Se-Won
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.10a
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    • pp.38-39
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    • 2010
  • 최근들어 항만건설 및 선박블록 운송의 증가로 대형 부선을 예인하는 예부선과 침몰 선박 인양 및 해상교량공사 등을 위한 해상크레인 운송선단의 통항이 매년 증가 추세에 있다. 우리나라에서 이들 선박의 주 항로는 남해와 서해 연안으로, 이 지역은 도서가 산재해 있고 협수로가 많은 지형적 특성과 연안으로 근접하여 항해 시 강한 조류의 영향을 받으며, 또한 어망과 조업중인 어선들과 많이 조우하게 된다. 특히, 돌발적인 해양 기상적 특징을 포함하고 있다. 이러한 영향에 따라서 이 해역을 통항하는 예부선 및 해상크레인 선단의 조종성능이 크게 저하되어 해양사고의 위험성이 고조되고 있다. 이에 따라서, 이 연구에서는 해상크레인의 연안해역 예항시 안전하게 항해할 수 있는 적절한 조종 방법을 고찰하여 안전운항에 기여하고자 한다.

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