• Title/Summary/Keyword: 건설시설물

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Field investigation Analysis for the Performance Degradation of Coastal safety Infrastructures (연안역 안전시설 실태 조사를 통한 성능저하 원인분석 연구)

  • Youn, Sang-Ho;Yi, Gyu-Sei
    • Proceedings of the KAIS Fall Conference
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    • 2009.12a
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    • pp.342-345
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    • 2009
  • 연안역이란 해안선을 기준으로 인접해 있는 육지(연안지역)와 바다(연안해역)를 포함한 자연환경 대이다. 건설교통부는 연안역의 공간이동 효율성을 높이고 부존해양자원의 체계적인 개발과 보전을 위해 "연안역관리법"특별법으로 관리한다. 하지만 연안역의 안전시설물에 대한 체계적인 설계지침이나 유지관리 등의 지침서가 아직 만들어지지 않았다. 따라서 현재 연안역 설치되어 있는 안전시설물에 대한 실태조사를 통해 안전시설물의 성능저하의 원인분석을 하였다. 본 연구에서는 설치된 안전 시설물들의 철저한 현장조사를 바탕으로 안전 시설물들의 성능저하의 원인을 시설물별로 분석하여 적절한 설계지침을 마련할 토대를 제시하고자 한다.

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Development of the P-C-M (Procurement-Construction-Maintenance) Support Prototype System in Agricultural Facilities (농촌시설물 P-C-M(조달-시공-유지관리) 지원 프로토타입 시스템 개발)

  • Kim, Mi-Gyeong;Shin, Han-Woo;Kim, Tae-Hui;Kim, Gwang-Hee;Son, Bong-Ki
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.4
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    • pp.67-74
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    • 2010
  • Currently domestic rural communities are coping with the modernization of farming and agricultural competitiveness. Nevertheless, year after year many agricultural facilities have accidents due to the collapse or damage of facilities due to natural disasters or technical problems. This research is the development of a P-C-M prototype support system to solve the problems related to collapse or damage accidents at agricultural facilities. The P-C-M support system is a process encompassing procurement, construction and maintenance. In this research, a P-C-M support system process module design is performed, a P-C-M support system algorithm is developed, and a P-C-M support prototype system is developed. In conclusion, the developed P-C-M support system is expected to contribute to information-sharing on agricultural facilities, and communication between the user and suppliers.

A basic design of P-C-M Support System in Agricultural Facilities (농촌시설물 P-C-M 지원 시스템의 기본설계)

  • Gim, Mi-Gyeong;Shin, Han-Woo;Kim, Tae-Hui;Kim, Gwang-Hee
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.6
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    • pp.99-104
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    • 2009
  • This study is the basic design of a P-C-M support system for Agricultural Facilities. By utilizing this system, many users of Agricultural Facilities can easily obtain a large amount of information, ranging from procurement to maintenance. The procurement phase suppliesthe user with agricultural facilities information, economical analysis, and corporation information for procurement decisions. Furthermore, this phase shows the shape or format of the agricultural facilities, the main materials, as well as information on the cultivated crops. The construction phase shows information about agricultural facility-related laws, as well as standard drawings or a construction guide. The maintenance phase shows a guide of maintenance-related checklists. With the results of a basic design of a P-C-M Support System for Agricultural Facilities, the P-C-M support system menu tree is established.

A Study on the Present condition Investigation and Analysis of Educational Facilities Maintenance (교육시설 유지관리 현황조사 및 분석)

  • You, Young-Hun;Lee, Eun-Dong;Cho, Chang-Yeon;Kim, Jae-On;Son, Jae-Ho
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2006.11a
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    • pp.361-366
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    • 2006
  • As time goes by, educational facilities have become superannuated and damaged; therefore, performance and safety of buildings have been decreased. It causes the decrease of service quality and deterioration of educational environment. In order to protect facilities from serious damages and deterioration, a consistent maintenance and repair program is required. The educational facilities can keep the good educational environments and also make better environments through the program. This study is made by investigating and analyzing the maintenance data which was collected from fifty schools in Asan area, Chungchengnam-do in order to derive foundation data for the efficient educational environment maintenance program.

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A Study on Asset Valuation Method in Educational Facilities Delivered by BTL (BTL 사업 학교시설의 자산 가치평가 기법 연구)

  • Lee, Young-Joo;Soh, Ji-Yune;Lee, Jun-Bok;Han, Choong-Hee;Chae, Myung-Jin
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.4
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    • pp.40-49
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    • 2011
  • A number of BTL projects for educational facilities have been augmented because of the increase of newtown development and deflationary policy of class size for learning efficiency. As the operation and maintenance costs rapidly increase, the budget for operation and maintenance is expected to be short. Therefore the asset management maximizing asset value is required to clarify the budget plan and distribution and provide a qualitatively high service. The main objective of this research is to establish asset valuation process in educational facilities delivered by BTL project. In order to meet the research objective, the asset valuation process is established by literature reviews, expert advice, and lessons learned from the developed countries. The developed process includes depreciation by internal accounting law, the core element of valuation, and asset valuation process. The results of the research will be help to offer the qualitatively high service and explain the standard of budget plan. It will assist commencing the asset management system.

Image based Concrete Compressive Strength Prediction Model using Deep Convolution Neural Network (심층 컨볼루션 신경망을 활용한 영상 기반 콘크리트 압축강도 예측 모델)

  • Jang, Youjin;Ahn, Yong Han;Yoo, Jane;Kim, Ha Young
    • Korean Journal of Construction Engineering and Management
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    • v.19 no.4
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    • pp.43-51
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    • 2018
  • As the inventory of aged apartments is expected to increase explosively, the importance of maintenance to improve the durability of concrete facilities is increasing. Concrete compressive strength is a representative index of durability of concrete facilities, and is an important item in the precision safety diagnosis for facility maintenance. However, existing methods for measuring the concrete compressive strength and determining the maintenance of concrete facilities have limitations such as facility safety problem, high cost problem, and low reliability problem. In this study, we proposed a model that can predict the concrete compressive strength through images by using deep convolution neural network technique. Learning, validation and testing were conducted by applying the concrete compressive strength dataset constructed through the concrete specimen which is produced in the laboratory environment. As a result, it was found that the concrete compressive strength could be learned by using the images, and the validity of the proposed model was confirmed.

A Case Study on the Improvement of Real-Time Facility Safety Management Using Sensor (센서를 이용한 실시간 시설물 안전관리 개선에 대한 사례연구)

  • Choi, Suwon;Yoon, Yousang;Lim, Susang;Park, Yongbok;Suh, Sangwook
    • Korean Journal of Construction Engineering and Management
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    • v.21 no.5
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    • pp.38-45
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    • 2020
  • Presently, safety management of facilities is conducted as a site-oriented safety inspection, but depending on the facilities, there are difficulties in access to the site, and the cost and time of inspection are inefficient due to excessive reliance on human resources. Therefore, the necessity of sensor-based safety management is being raised to ensure the safety of the facility at all times, and various studies on sensor safety management are being conducted, but the research on verification of practicality is still insufficient. Therefore, the improvement points were presented through analysis of domestic and international studies, and additional processes for setting sensor attachment location and threshold were derived by analyzing the H city sensor safety management process, and practicality of sensor safety management was verified through sensor data measurement values. It is expected that efficient, sensor-based facility safety management will be possible if clear criteria and ongoing practicality verification for the additional processes presented in this study should be carried out in the future.

A Optimal Method of Sensor Node Deployment for the Urban Ground Facilities Management (도시지상시설물 관리를 위한 최적 센서노드 배치 방법)

  • Kang, Jin-A;Nam, Sang-Kwan;Kwon, Hyuk-Jong;OH, Yoon-Seuk
    • Journal of the Korean Association of Geographic Information Studies
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    • v.12 no.4
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    • pp.158-168
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    • 2009
  • As nation and society progresses, urban ground facilities and their management system get more complicated and the cost and effort to control the system efficiently grows exponentially. This study suggests to the deployment method of a sensor node by Wireless Sensor Network for controling the Urban Ground Facilities of National Facilities. First, we achieve the management facilities and method using the first analysis and then make the coverage of sensing and then set up the Sensor Node in Urban Ground Facilities. Second, we propose the solution way of repetition by the second analysis. And, we embody the GIS program by Digital Map and this method, we improve the reality by overlapping an aerial photo. Also we make an experience on the sensor node allocation using making program. we can remove the repetition sensor node about 50%, and we can confirm that the sensor nodes are evenly distributed on the road.

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해외건설공사 수행절차(7) - 준공단계(竣工段階)

  • 해외건설협회
    • 월간 기계설비
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    • no.12 s.221
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    • pp.62-64
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    • 2008
  • 현장에서는 주공정과 예산관리를 중심으로 공사진행을 하고, 공정이 90% 이상 달성되었거나 또는 잔여공기가 9개윌 정도 남아 있으면 모든 공정을 재검토하기 바란다. 우선 하청시로부터 잔여 공사에 대한 공정표를 받아, 잔여공시 1개월 전에 준공될 수 있는지 검토한다. 9개월 정도 앞서 준공기일을 검토하는 것은, 자재납기가 장기간(7개월 정도) 소요되는(플랜트 Control Panel 등) 자재의 발주여부를 검토하고, 잔여공기 내에 정상 작업으로 공기 내 준공이 불가하다고 예측될 경우, 3개월 또는 6개월 돌관작업 계획을 세우기 위함이다. 잔여공기가 3개월 정도 남아 있을 때, 시설물을 인계(Hand Over) 하기 위해 본격적인 준비를 한다. 준공이란 "계약적으로 발주자가 실제적으로 계약서에 의도된 목적으로 사용할 수 있는 상태(표준계악일반조건 48. 1)"를 말하므로, 이 점에 착안하여 발주자가 시설물을 제때에 사용하지 못함으로써 발생되는 지체보상금(Liquidated Damage)을 물지 않도록 작전을 세운다.

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활주로에 불어오는 측풍이 이·착륙 비행 안정성에 미치는 영향에 대한 이차원 유동해석

  • Kim, Si-Jin;Nam, Jeong-Su;Park, Sang-Hyeon
    • Proceeding of EDISON Challenge
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    • 2015.03a
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    • pp.594-599
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    • 2015
  • 활주로에서 발생하는 측풍이나 돌풍 등은 항공기의 이 착륙 안정성에 큰 영향을 미친다. 일반적으로 활주로를 건설 할 때 측풍에 대하여 많은 고려를 하지만, 이는 단순히 건설지형 주변에서 발생되는 기상 현상에 대한 데이터를 사용할 뿐 활주로가 완성된 이후에는 활주로 주변 지형 및 환경이 변하게 되어 활주로 건설 초기에 측정된 풍향이나 풍속이 크게 변할 수 있다. 따라서 측풍이 불어올 때, 활주로 주변 시설물에 의한 유동변화가 항공기의 이 착륙 비행 안정성에 미치는 영향이 고려되어야 하다. 본 연구에서는 3차원 형상의 활주로와 주변 시설물을 2차원으로 가정하여 활주로 주위 유동해석을 전산유체역학을 통해 계산하고, 유동변화가 이 착륙하는 비행기에 미치는 영향을 알아본다.

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