• Title/Summary/Keyword: 시설물 안전관리시스템

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Developing the Installation Guideline of Building Monitoring Systems for Hazardous Symptom Measurements with Visual Perception (시지각적 요소를 갖춘 건축물 위험징후 측정 모니터링 시스템 설치 가이드라인 개발연구)

  • Kim, Heejae;Kim, Geunyoung;Shin, Jungjae
    • Journal of the Society of Disaster Information
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    • v.16 no.2
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    • pp.374-382
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    • 2020
  • Purpose: Recently, structural defects in old safety management facilities have led to the collapse of buildings and facilities. The purpose of this study is to develop guidelines for the installation of regular monitoring systems that determine the optimal sensor location for monitoring exhibition space building sensors equipped with visual elements in order to analyze the risk signs of exhibition space buildings and develop measurement technology. Method: The components, installation locations, alarm criteria, and management measures of the instrument are presented. Result: A measure was proposed to determine the location of sensors, secure signal processing technology for analysis by having unified visual perception, and configure optimal 'risk sign detection' based on sensor monitoring through test-bed operation. Conclusion: The results of this study can be prepared against the disasters that may arise from the collapse of exhibition buildings, and contribute to strengthening safety management capabilities.

Development of a 3D Model-Based Demonstration DB System for Efficient Management and Utilization of Inspection and Diagnosis Data of Small and Medium-Sized Bridges (중소규모 교량의 점검·진단 데이터 효율적 관리 및 활용을 위한 3D 모델 기반 실증 DB시스템 개발)

  • Park, Se-Hyun;Jung, Dae-Sung;Seo, Jin-Sook;Kim, Tae-Hyeong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.6
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    • pp.1-11
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    • 2021
  • As the aging of large domestic SOC facilities accelerates, facility maintenance is also changing from safety evaluation based on the current condition to performance-oriented preventive and preemptive maintenance based on the prediction of the level of future obsolescence. In particular, in the case of bridges, class 1 and 2 bridges are systematically managed along with many studies, but for small and medium-sized class 3 bridges there is no collection and utilization of historical data presenting performance degradation during their service life. Therefore, in this study, 3D model-based demonstration DB system was designed and developed to intuitively check the damage change rate at the damage location by registering the maintenance history by life cycle for each member's exterior damage in the 3D bridge object and to enable API-based comprehensive performance evaluation.

Development Plan of Facility Importance, Risk, and Damage Estimation Inventory Construction for Assisting Disaster Response Decision-Making (재난대응 의사결정 지원을 위한 시설물 중요도·위험도·피해액 산정 인벤토리 구축 방안 연구)

  • CHOI, Soo-Young;GANG, Su-Myung;JO, Yun-Won;OH, Eun-Ho;PARK, Jae-Woo;KIM, Gil-Ho
    • Journal of the Korean Association of Geographic Information Studies
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    • v.19 no.1
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    • pp.167-179
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    • 2016
  • The safety of SOC facilities is constantly under threat by the globally increasing abnormal climate. Responding to disasters requires prompt decision-making such as suggesting evacuation paths. For doing so, spatio-temporal information with convergence of disaster information and SOC facility information must be utilized. Such information is being collected separately by the government or related organizations, but not collectively. The collective control of the separately collected disaster information and the generation of SOC facility safety and damage information are required for prompt disaster response. Also, as disaster information requires spatio-temporal convergence in its nature, the construction of an inventory that integrates related information and assists disaster response decision-making is required. A plan to construct a facility importance, risk, and damage estimation inventory for assisting prompt disaster response decision-making is suggested in this study. Through this study, the disaster and SOC facility-related data, which are being managed separately, can be collected and standardized. The integrated information required for the estimation of facility importance, risk, and damage can be provided. The suggested system is expected to be used as a decision-making tool for proactive disaster response.

Evaluation of Water Supply Reliability Method for Agricultural Reservoirs (농업용 저수지 이수안전도 기준의 적정성 평가)

  • Yang, Mi-Hye;Nam, Won-Ho;Mun, Young-Sik;Shin, Ji-Hyeon;Yang, Hee-Chung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.512-512
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    • 2022
  • 국내 수자원 시스템은 이수 관련 기준과 이를 평가할 수 있는 지표 및 방법, 지침이 미흡한 실정으로 관련 시설물의 안정성과 형평성에 대한 문제가 제기되어 왔다. 농업용 저수지의 경우 한발 시 관개용수를 공급할 수 있는 내한능력, 기존 설계기준에 의한 물수지법에 따른 저수지의 설계한발빈도를 대체 사용하여 이수안전도를 산정하고 있으며, 설계한발빈도인 10년 한발빈도는 10년에 1회 정도의 갈수를 기준으로 한다. 농업용 저수지의 축조년도는 1940-1970년대로 약 86%가 축조된 지 50년 이상 경과하였고, 대부분 설계 한발빈도가 10년 이하로 축조되었으나 최근 발생하고 있는 기후변화, 용수관리 환경 변화, 수요량의 변화, 설계한발빈도 변화 등으로 현시점의 이수안전도 파악이 필요한 실정이다. 본 연구에서는 국가물관리기본계획에서 준용하고 있는 신뢰도 관련 이수안전도 기준인 이수안전율과 공급신뢰율을 활용하여 농업용 저수지의 이수안전도를 산정하고 기존 농업용 저수지의 이수안전도 기준인 10년 한발빈도와 비교함으로써, 농업용 저수지 이수안전도 산정기준의 적정성을 평가하고자 한다. 신뢰도 기준은 장기간 계획기간 동안 저수지의 용수부족이 얼마나 발생하는가에 대한 평가 방법으로 이수안전율은 최대 부족량과 수요량으로 산정가능한 양적기준 신뢰도이며, 공급신뢰율은 물공급부족기간으로 산정가능한 시간기준 신뢰도이다. 신뢰도 기준에 의한 방법은 저수지 모의 운영을 통한 물수지 분석을 실시하여 산정이 가능하며, 물수지 분석을 위해 한국농어촌공사에서 개발한 수리수문설계시스템 (K-HAS, Hydraulics & Hydrology Analysis System)을 사용하였다. 본 연구의 결과는 농업용 저수지의 이수관리 계획 수립 및 내한능력 평가 등 국가수자원정책의 지표로 활용할 수 있을 것으로 기대된다.

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Development of Deep Learning-Based Damage Detection Prototype for Concrete Bridge Condition Evaluation (콘크리트 교량 상태평가를 위한 딥러닝 기반 손상 탐지 프로토타입 개발)

  • Nam, Woo-Suk;Jung, Hyunjun;Park, Kyung-Han;Kim, Cheol-Min;Kim, Gyu-Seon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.1
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    • pp.107-116
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    • 2022
  • Recently, research has been actively conducted on the technology of inspection facilities through image-based analysis assessment of human-inaccessible facilities. This research was conducted to study the conditions of deep learning-based imaging data on bridges and to develop an evaluation prototype program for bridges. To develop a deep learning-based bridge damage detection prototype, the Semantic Segmentation model, which enables damage detection and quantification among deep learning models, applied Mask-RCNN and constructed learning data 5,140 (including open-data) and labeling suitable for damage types. As a result of performance modeling verification, precision and reproduction rate analysis of concrete cracks, stripping/slapping, rebar exposure and paint stripping showed that the precision was 95.2 %, and the recall was 93.8 %. A 2nd performance verification was performed on onsite data of crack concrete using damage rate of bridge members.

An Analysis on the Current Status of Maintenance System for Introducing the Asset Management System of Power Generation Companies (발전시설물의 자산관리체계 구축을 위한 전산시스템 개발)

  • Park, Jeonggwon;Yoon, Hyeongseok;Kim, Changhak
    • Korean Journal of Construction Engineering and Management
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    • v.22 no.4
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    • pp.41-49
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    • 2021
  • Domestic maintenance strategies are shifting from safety assessment to performance assessment, and related systems and laws are being restructured to meet those criteria. In order to introduce asset management based on performance evaluation, related evaluation methods such as performance measures and level of service should be made to evaluate performance according to the characteristics of the structure, but these are not well-prepared in Korea. In this study, we present a computerized model and system for implementing asset management that introduces techniques such as performance evaluation, life cycle cost analysis, performance measures, and level of service in conjunction with existing maintenance and safety diagnosis procedures. The features of this system consist of three modules to enable separate operations of existing maintenance, safety management and asset management. The system is designed to be used as a reference for public institutions to introduce asset management in the future.

Developement and Application of Patent Technology for the Improvement of Scaffolding Safety Facilities in Small-scale Muliti-Family Housing System for the Prevention of Severe Disasters (중대재해 예방을 위한 소규모 공동주택 시스템비계 안전시설물 개선 특허기술 개발 및 활용)

  • Kim, Sung Soo
    • Journal of Korean Society of Disaster and Security
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    • v.15 no.3
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    • pp.57-66
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    • 2022
  • According to the official letter of the Ministry of Employment and Labor (recent guidance on the status of deaths in the construction industry and thorough safety management, April 4, 2022), 17 deaths occurred in construction works worth more than 5 billion won until March 31, 2022. In terms of the size of the construction, 7 cases of 5 billion won to 12 billion won, 5 cases of 12 billion won to 80 billion won, and 5 cases of more than 80 billion won occurred. The causes of death accidents were found to be nine cases (50%), five cases (28%), two cases of collapse (11%), one case of entrapment (5%), and one case of drowning (5%). Safety facilities need to be strengthened to reduce deaths caused by falling, which accounts for most of the deaths, and if fall prevention nets, openings, and safety rails are completely installed, most falling accidents can be prevented. Therefore, this paper intends to present cases of development and use of patent technology through improvement of safety facilities in order to prevent accidents corresponding to the fall of new urban living housing sites, which are small apartment houses.

Development of Evaluation Factors for Breakwater Rehabilitation (방파제 성능개선을 위한 평가항목 개발)

  • Park, Su-Yeul;Yun, Won-Gun;Kang, Go-Une;Kim, Seok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.4
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    • pp.67-74
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    • 2021
  • Domestically, technical condition evaluation for breakwaters has been conducted through safety checks and safety diagnosis. If necessary, maintenance for the facility is conducted. However, in recent years, the need for infrastructure management has been increasing from a life-cycle-cost perspective. For these reasons, the "Sustainable Infrastructure Management Basic Act" was enacted. Previously, only the technical part of the breakwaters was evaluated. However, based on the act, comprehensive management of breakwaters will be possible through performance improvement by adding economic and political evaluations. In this study, evaluation factors and evaluation methods were developed for a breakwater rehabilitation project. The purpose of this study is to present a development direction, items, and methods for the evaluation of breakwater performance improvement to be applied in future practice. This study reviews the concept of maintenance and performance improvement, the literature related to performance improvement, and the project type for the common standard of performance improvement. Evaluation items and evaluation methods for breakwater rehabilitation are suggested to be reviewed by experts. The methodology suggested in this study could be used for preventive maintenance and to reduce accidents.

Risk Assessment Improvement Method of Small Stream When Small Sized Hazard Infrastructures Survey (소규모 공공시설 조사시 세천의 위험도 평가 방안)

  • Jungsoo Rho;Kyewon Jun;Jaesung Shin
    • Journal of Korean Society of Disaster and Security
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    • v.16 no.1
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    • pp.23-35
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    • 2023
  • Recently, the damage caused by natural disasters such as typhoons and localized torrential rains has been increasing rapidly. The Ministry of the Interior and Safety enacted a 「law on safety management of small sized infrastructures」 and local governments have to register small sized infrastructures with the National Disaster and Safety Management System (NDMS) until March 31st every year. Recently, each local government has ordered Safety inspections of small sized infrastructures and maintenance plans and six types of facilities, including small streams, small bridges, farm roads, access roads to village, inlet weirs, and drop structures are being surveyed and digitized into a database. Each facility is being evaluated for risk, and for those deemed hazardous, maintenance plans are being developed. However, since the risk assessment method of small sized infrastructures is not clear so that is conducted through visual investigation by field investigators, risk assessment is conducted in a subjective and ambiguous form. Therefore, this study presented a reasonable and quantitative risk assessment method by providing a quantitative evaluation indicator for small stream, which has the highest disaster risk among other small sized infrastructures, so that small sized hazard infrastructures can be selected to secure transparent evidence for improvement plans and action plans.

Development of Operation Control and Warning System of Movable Weir for River Safety Management (안전한 하천관리를 위한 가동보 방류제어 및 경보 시스템 개발)

  • Kim, Phil Shik;Kwon, Hyung Joong;Lee, Jae Hyouk;Cho, Bum Jun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.558-558
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    • 2015
  • 하천 시설물은 홍수시 혹은 비상시 운영할 수 있는 경보시스템이나 관리지침 등의 마련이 필수적임에도 불구하고, 현재까지 가동보 시설물에 대한 비상시 운영 메뉴얼 및 경보시스템이 구축되지 못한 실정이다. 4대강 살리기 사업이나 하천정비사업과 같은 대표적인 하천관련 사업에서 단순한 하천 이 치수 목적뿐만 아니라 소수력 발전, 친수공간조성 등의 다목적 활용을 위하여 가동보 설치 사업이 다수 수행되었으며, 현재 국내 하천에 약 1,200여개의 가동보가 설치 운영되고 있다. 이와 같이 다목적 활용을 위하여 가동보의 수요가 급증하는데 반해, 각 설치 현장 상황에 적합한 가동보 운영지침이나 비상경보시스템이 구축되지 못한 실정이며, 적절한 지침 없이 관행적인 가동보 방류로 인한 물놀이 안전사고나 인명피해가 속출하고 있는 실정이다. 2012년 11월에는 하천 제수변 공사를 위해 전주천에 설치한 가동보를 임시적으로 방류하였는데, 하류측의 안전을 확인하지 않고 관행적으로 가동보를 방류하였고, 경보시스템의 부재로 인하여 가동보 하류측 징검다리를 건너는 유치원생들이 급류에 휩쓸리는 사고가 발생하였고, 최근 2014년 5월에는 수원시에 위치한 원천저수지 여수로 둑에 설치된 가로 34m 높이 1.6m 크기의 가동보가 공기압축기의 오작동으로 인하여 보 높이가 낮아지면서 약 30분 원천저수지 하류의 원천리천에 갑자기 무리 불어나 산책로가 침수되고 인근에 산책하던 주민들이 휩쓸려 떠내려가는 사고가 발생하였다. 해외에서도 가동보 운영 미숙으로 인하여 인명사고가 발생하는데, 2008년 11월 호주에서는 하류측 상황 점검이나 경고 방송 없이 가동보를 도복시켜 4살 여아가 급류에 사망하는 사고가 발생하였다. 국외의 경우에는, 상류측 홍수 수위나 하류측 역류 수위를 조절하기 위하여 가동보의 높이를 제어하는 시스템을 구비하고 있지만 이러한 시스템 역시 단순한 수위조절 기능으로서 가동보의 방류량을 제어하지 못하는 실정이다. 가동보를 운영하기 위한 조작시스템은 국내의 경우, 조작실의 조작판넬을 이용하여 가동보의 기립/도복 조작이나 원격 조작 기능과 같은 단순기능만을 구비하고 있어 가동보 방류시 하류측의 범람 피해를 야기하고 있다. 본 연구에서는 가동보 방류에 의한 하류측 범람 피해를 최소화하기 위하여 (1) 가동보 도복에 의한 방류량 산정 알고리즘을 개발하고, (2) 방류량에 따른 하류측 수위상승 범위 예측 기법을 개발하고, (3) 가동보 도복 속도를 제어하는 방류량 제어시스템을 개발하고, (4) 가동보 방류에 의한 비상경보시스템을 개발하였다.

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