• Proceedings of the Korean Society of Disaster Information Conference
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• 2015.11a
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• pp.224-226
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• 2015

지하 매설 배관의 장기적 사용은 배관의 안전성과 건전성이 확보되어야 한다. 이를 위하여 진단, 평가, 보수에 대한 기술을 확보하고 지속적인 모니터링이 필요한 상태이다. 본 연구는 이러한 배관에 대한 건전성 평가를 활용하여 보수우선순위에 따라 배관을 관리할 수 있게 하는 기술을 개발하는 것이다. 이를 위하여 평가를 할 수 있는 모델에 대한 연구 그리고 모델을 실제 도시가스회사의 시스템과 연계하기 위한 기술 개발에 대한 연구가 진행되었다.

• Journal of Navigation and Port Research
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• v.46 no.6
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• pp.562-569
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• 2022

The alarm monitoring technology applied to existing operating ships manages data items such as temperature and pressure with AMS (Alarm Monitoring System) and provides an alarm to the crew should these sensing data exceed the normal level range. In addition, the maintenance of existing ships follows the Planned Maintenance System (PMS). whereby the sensing data measured from the equipment is monitored and if it surpasses the set range, maintenance is performed through an alarm, or the corresponding part is replaced in advance after being used for a certain period of time regardless of whether the target device has a malfunction or not. To secure the reliability and operational safety of ship engine operation, it is necessary to enable advanced diagnosis and prediction based on real-time condition monitoring data. To do so, comprehensive measurement of actual ship data, creation of a database, and implementation of a condition diagnosis monitoring system for condition-based predictive maintenance of auxiliary equipment and piping must take place. Furthermore, the system should enable management of auxiliary equipment and piping status information based on a responsive web, and be optimized for screen and resolution so that it can be accessed and used by various mobile devices such as smartphones as well as for viewing on a PC on board. This update cost is low, and the management method is easy. In this paper, we propose CBM (Condition Based Management) technology, for autonomous ships. This core technology is used to identify abnormal phenomena through state diagnosis and monitoring of pumps and purifiers among ship auxiliary equipment, and seawater and steam pipes among pipes. It is intended to provide performance diagnosis and failure prediction of ship auxiliary equipment and piping for convergence analysis, and to support preventive maintenance decision-making.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.39 no.2
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• pp.199-206
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• 2015

In this study, a new diagnosis method which can predict the working states of a pipe or its element in realtime is proposed by using an artificial neural network. The displacement data of an inspection element of a piping system are obtained by the use of PIV (particle image velocimetry), and are used for teaching a neural network. The measurement system consists of a camera, a light source and a host computer in which the artificial neural network is installed. In order to validate the constructed monitoring system, performance test was attempted for two kinds of mobile phone of which vibration modes are known. Three values of acceleration (minimum, maximum, mean) were tested for teaching the neural network. It was verified that mean values were appropriate to be used for monitoring data. The constructed diagnosis system could monitor the operation condition of a gas pipe.

• Journal of the Korean Institute of Gas
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• v.20 no.4
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• pp.33-43
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• 2016

Grinding, weld deposition, type A sleeve, type B sleeve, composite sleeve, hot tapping and clamp are used as the method to repair the buried pipelines in the United States, UK and Europe. In the event of defect to the pipeline, they have repaired the pipeline through the fitness-for-service assessments. In addition, they have guidelines for the possible repair methods to apply to each type of damage, which is occurred due to the 3rd party construction or corrosion. According to the KGS FS551, Safety Validation in Detail including ECDA(External Corrosion Direct Assessment) as one method of integrity management should be carried out for the old pipeline which supply natural gas as the middle pressure in Korea. Where a defect on the pipelines is found, on the result of Safety Validation in Detail, the pipelines should be repaired or replaced by new piping. However, there are no guidelines or regulations regarding the repair and reinforcement of pipeline, so that, cutting the damaged pipeline and replacing it as a segment of new pipe is the only way in Korea until now. We have suggested pipeline repair methods including type A, B sleeve, composite sleeve, after the survey of foreign repair method and standards including the method of United States and the United Kingdom, and after analysis of the results on pipeline repair test including type A, type B sleeve and composite sleeve.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 1999.05a
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• pp.38-38
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• 1999

매설배관은 도로 혹은 철길올 횡단하는 경우와 같이 굴착에 의한 시공이 불가능한 경우에 압업관을 사용하여 시공하며 이러한 압업관은 배관이 토양의 하중으로부터 안 전하게 유지되도록 하는 기능도 한다. 압엽관은 배관과 접촉이 되지 않도록 절연체 를 배관과의 사이에 삽업올 하도록 규정되어 있는데 여러 가지 이유로 배관과 접촉이 되기도 한디 배관과 압업관이 전기적으로 접촉되면 배관을 방식하기 위한 방식전류 를 압입관에 빼앗기게 되고 압업관 내부의 배관은 비방식 상태에 놓이게 되어 부석이 일어날 가능성이 높다. 본 연구는 실제 매설배관 현장에서 배관과 압입관의 접촉여부 에 대하여 조사한 방법 및 결과에 대한 것이다. 본 연구에서는 압업관의 접촉여부를 확인하기 위하여 다음과 같은 방법을 사용하 였다. 첫째. 배관과 압입관의 방식선위를 단순하게 측정하는 것이다. 배관과 압업관 의 전위가 같은가 다른가를 측정하는 방법이다. 둘째, 배관의 방식전류를 on, off하면서 배관과 압입판의 전위거동을 살펴보는 것이다. 셋째, 배관과 압업관을 언위적으로 접촉시켜 흐르는 전류량을 확인함으로써 접촉여부를 확인할 수 있었다. 넷째 배관을 따라 흐르는 방삭전류량을 측정하였다. 이상과 같은 방법을 사용하여 배판과 접촉된 압압관을 확인할 수 있었다. 접촉된 압입관에서 접촉지점을 확인하기 위하여 배관과 압입관 사이에 전류를 인가하고 압입 관의 양단의 배판 사이의 전위 변화를 측정하여 그 전위변화값과 인가한 전류값을 통 하여 계산된 저항올 배관의 길이로 환산하여 대략적인 접촉지점을 확인할 수 있었다.

• Journal of the Korean Institute of Gas
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• v.28 no.2
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• pp.38-46
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• 2024

The city gas pipeline network is characterized by being widely distributed and hierarchically connected in a complex manner over a wide area. In order to monitor the status of the widely distributed network pressures with high precision, Multi-block PCA(MBPCA) is recommended. However, while MBPCA has excellent performance in identifying faulty sensors as the number of sensors increases, the fault detection performance deteriorates, and also there is a problem that the model needs to be updated entirely even if minor changes occur. In this study, we developed fault detectability index and fault identificability index to determine the effectiveness of MBPCA application block by block. Based on these indices, we distinguished MBPCA and PCA blocks and developed a fault detection and diagnostic system for the city gas pipeline network of Haean Energy Co., Ltd., and were able to solve the problems that arise when there are many sensors.

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.18 no.1
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• pp.27-36
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• 2014

• Journal of the Korean Society for Nondestructive Testing
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• v.36 no.3
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• pp.236-239
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• 2016

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.666-669
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• 2010

여러 가지 지하시설물 중 국가 주요 자원의 수송망을 책임지는 주요구조물인 수도관, 가스관등의 배관구조물은 접근이 쉽지 않은 지하공간에 복잡하게 연결되어 있어 그 중요성에 비해 유지, 관리, 보수가 쉽지 않았다. 이러한 배관구조물을 균열, 조인트 풀림 등의 손상으로부터 보다 안전하고 효율적으로 관리하기 위하여 상시적 배관구조물 손상진단기법을 연구하였다. 이를 위해 배관 구조물 시험체에 볼트풀림, notch 등과 같은 손상에 대하여 대표적인 압전센서인 PZT와 MFC를 부착하고 임피던스기법 및 유도 초음파기법을 적용하여 볼트풀림개수, notch 손상개수 증가에 따른 출력신호를 반복 계측하였다. 객관적인 평가를 위해 계측된 신호를 신호처리기법인 웨이블렛 변환을 수행하고, RMSD 및 1-CC의 손상지수를 사용하여 구조물손상을 정량화 시켰으며 이를 토대로 구조물의 건전성의 기준이 되는 임계값을 설정함으로서 임피던스와 유도초음파 두 검색기법을 이용한 상시적 배관구조물 건전성 모니터링의 가능성을 살펴보았다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.2
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• pp.35-42
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• 2021

In this study, a steel frame that realized the second floor of a structure was fabricated in referring to NFPA 13. In addition, a riser pipe system with groove joints was installed, and a seismic simulation test was performed using static cyclic loading. Cyclic loading tests on the maximum allowable side sway of seismic design standards for buildings in Korea were conducted using actuators to analyze the seismic behavior of the riser pipe system and major piping elements due to the deformation of the steel frame structure or the displacement-dominant behavior caused by the relative displacement between the structural members in the event of a seismic load. Moreover, the deformation angle of the riser pipe system was measured using an image measurement system because it is difficult to measure using the conventional sensors.