• Title/Summary/Keyword: Construction monitoring

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Implementation of RTD-2000 Based Waterworks Pipe Network Monitoring System using Internet Map Service (범용지도를 이용한 RTD-2000 기반의 상수도 관망 모니터링 시스템의 구현)

  • Park, Jun-Tae;Hong, In-Sik
    • Journal of Korea Multimedia Society
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    • v.14 no.11
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    • pp.1450-1457
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    • 2011
  • Currently most of leak detection monitoring systems use digital maps with paying royalties, and this increases the cost of system construction and financial burdens on local self-governing bodies that manage such systems. Moreover, they have inefficiencies in repair and maintenance, functional expansion, and compatibility with other systems. Thus, this study developed a waterworks pipe network monitoring system that pursues low cost and high efficiency using general-purpose maps on the Internet such as google maps. As this system uses highly compatible free maps, it costs less in construction and its hardware requirements are lower than existing systems, and consequently, overall monitoring performance is enhanced and the cost of construction goes down sharply. This study also proposed a method for pipeline DB construction, which can be started together with the construction of the monitoring system, in order to improve the field applicability of the system.

A Study on Axial Stress Measurement and analysis of High-rise Building Structure Health Monitoring (초고층 구조물 건전성 모니터링을 위한 축응력 계측 및 해석에 관한 연구)

  • Lee, Jong-Ho;Kim, Seon-Gyu;Chun, Young-Jun;Lee, Seung-Min;Im, Jong-Soon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.11a
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    • pp.91-92
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    • 2015
  • This study was performed for application of Structural Health Monitoring system of Jamsil Lotte World Tower. Axial stresses of mega column and core wall are measured in the past 29 months for axial stress monitoring and evaluating predicted self weight. We use the midas gen program(FEM analysis program) with construction stage analysis mode to predict axial stress. 8 mega column axial stressmeters are installed at 21st floor and 4 core wall stressmeters are installed at 38th floor. Measurement data was obtained without creep and shrinkage effect.

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A Study on Stability Evaluation and Numerical Analysis for Installing of Real-Time Monitoring System on Risky Road Cut Slope (위험절토사면의 안정성평가 및 상시계측시스템 설치를 위한 수치해석적 연구)

  • Choi, Ji-Yong;Lee, Jong-Hyun;Lee, Yeob-Jung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1139-1146
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    • 2009
  • Collapse of cut slope includes many uncertainties in view of the reason and time. So, in the past, risky cut slopes have been dealt after they've been collapsed through post-management measures. But recently, advanced disaster prevention system is required, and as a part of that RTMS(Real-Time Monitoring System) was developed. In this study, stability of risky cut slope was evaluated by site investigation. To grasp deformation behavior characteristics of slope, numerical analysis based on FEM was performed and using results of that, specific standards for installation of Real-Time Monitoring System were suggested.

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SHM by DOFS in civil engineering: a review

  • Rodriguez, Gerardo;Casas, Joan R.;Villalba, Sergi
    • Structural Monitoring and Maintenance
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    • v.2 no.4
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    • pp.357-382
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    • 2015
  • This paper provides an overview of the use of different Distributed Optical Fiber Sensor systems (DOFSs) to perform Structural Health Monitoring (SHM) in the specific case of civil engineering structures. Nowadays, there are several methods available for extracting distributed measurements from optical fiber, and their use have to be according with the aims of the SHM performance. The continuous-in-space data is the common advantage of the different DOFSs over other conventional health monitoring systems and, depending on the particular characteristics of each DOFS, a global and/or local health structural evaluation is possible with different accuracy. Firstly, the fundamentals of different DOFSs and their principal advantages and disadvantages are presented. Then, laboratory and field tests using different DOFSs systems to measure strain in structural elements and civil structures are presented and discussed. Finally, based on the current applications, conclusions and future trends of DOFSs in SHM in civil structures are proposed.

A MONITORING METHOD OF PROJECT PROGRESS WITH RFID TECHNOLOGY

  • Soungho Chae ; Naruo Kano
    • International conference on construction engineering and project management
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    • 2005.10a
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    • pp.491-496
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    • 2005
  • In this paper, the authors explained the overview of a method for detecting location of worker for development of a monitoring system for project progress management using RFID technology. Data is the RSSI (Receive Signal Strength Indication) from RFID tag attached to the worker installing a rolling shutter, and was obtained from antennas and RFID readers set around the construction site. Neural network was done using RSSI collected and the area where worker is performing a task, and an estimation model of the working area was prepared. The network had a range of the percentage of correctly classified from 62% to 92%. The authors suggested the method to make estimate by using integrated networks prepared in respect of RFID readers, and showed the percentage of correctly classified of 84.3%. According to the result, the authors confirmed the possibility of the monitoring system with RFID technology, and mentioned the factors necessary to develop for further practical use.

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Evaluation Technique of Importance of Monitoring Systems for Earth and Rockfill Dam Safety (필댐 안전관리를 위한 계측기 중요도의 평가기법)

  • Lee, Jong-Wook;Kim, Jae-Hong;Oh, Byung-Hyun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.874-882
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    • 2009
  • Continuous monitoring of dam performance is essential to earth and rockfill dams safety because it has to be guaranteed for safety during construction period of course and from initial impounding to a long term maintenance period of dam. Among the 31 dams managed by Kwater at present, the proportion of dams being over 20 years after completion of construction is 42% and it is estimated that the loss rate of monitoring devices will be increase as times. Monitoring devices would be impossible to repair since those are mostly installed in the dam body and foundation. If repairing of monitoring devices is possible, the expenditure will be expensive. Therefore reasonable decision making for abandonment, repair and alternation for loss of monitoring devices would be needed through the establishment of key instrument for earth and rockfill dam safety. In this study the process of monitoring for safety were modeled by failure modes of dams, adverse conditions related to failure mode, indicators of adverse condition and monitoring devices The relationship between failure mode and monitoring devices were systematically analyzed and established and evaluation technique for qualifying the importance of monitoring devices were presented.

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Development and Application of Integrated Settlement Management System for Construction and Maintenance of Concrete Railway (콘크리트 궤도의 시공 및 유지관리를 위한 침하관리 통합 시스템의 구축 및 활용)

  • Woo, Sang-Inn;Chun, Sung-Ho;Chung, Choong-Ki;Lee, Il-Hwa;Kwon, Oh-Jung
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1196-1202
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    • 2007
  • In construction of high speed railway, the fan shape is limited to achieve reduction of required travel time and concrete railway which has structural stability and induces small maintenance cost with allowable ground settlement is recently applied. So construction of concrete railway on soft ground in which considerable ground settlement occurs increases and settlement management in soft ground section is required. Field monitoring on ground movement and integrated geotechnical information system which manages construction, design, and field monitoring data are essential for settlement management of concrete railway subgrade. Site investigation data are also required due to future repair work. Therefore in this study, integrated geotechnical information system for construction and maintenance of concrete railway is developed. The developed system consists of a database and an application program. The database contains site investigation, construction, design, and field monitoring data throughout a railway. Application program performs various functions on managing and utilizing information in the database with graphic visualization of output. And by providing integrating information with comprehensible visual displays, the applicability and effectiveness of the developed system for construction and maintenance management were confirmed.

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Development of Labor Management System Based on RFID Technology for Construction Field (RFID기술을 활용한 건설현장의 노무관리시스템 프로토타입구축)

  • Han, Jae-Goo;Kwon, Soon-Wook;Cho, Moon-Young
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.853-858
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    • 2007
  • Construction industry is traditionally labor intensive. And construction site is also in densely populated environment. So accurate labor monitoring is one of important issues for site management. Labor cost shares large amount of part in total construction cost. Therefore, it is a major element in site management and control. In this article, we explained development of prototype system for labor monitoring based on RFID technology and results of field tests using the system. According to the results, the system is able to expected to improve effectiveness of Labor management in construction site

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A new decision method for construction scheme of shallow buried subway station

  • Qiu, Daohong;Yu, Yuehao;Xue, Yiguo;Su, Maoxin;Zhou, Binghua;Gong, Huimin;Bai, Chenghao;Fu, Kang
    • Geomechanics and Engineering
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    • v.30 no.3
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    • pp.313-324
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    • 2022
  • With the development of the economy, people's utilization of underground space are also improved, and a large number of cities have begun to build subways to relieve traffic pressure. The choice of subway station construction method is crucial. If an inappropriate construction method is selected, it will not only waste costs but also cause excessive deformation that may also threaten construction safety. In this paper, a subway station construction scheme selects model based on the AHP-fuzzy comprehensive evaluation. The rationality of the model is verified using numerical simulation and monitoring measurement data. Firstly, considering the economy and safety, a comprehensive evaluation system is established by selecting several indicators. Then, the analytic hierarchy process is used to determine the weight of the evaluation index, and the dimensionless membership in the fuzzy comprehensive evaluation method is used to evaluate the advantages and disadvantages of the construction method. Finally, the method is applied to Liaoyang east road station of Qingdao metro Line 2, and the results are verified by numerical simulation and monitoring measurement data. The results show that the model is scientific, practical and applicable.

Opportunities for construction site monitoring by adopting first personal view (FPV) of a drone

  • Kim, Seungho;Kim, Sangyong
    • Smart Structures and Systems
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    • v.21 no.2
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    • pp.139-149
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    • 2018
  • Understanding the current status of a construction project is necessary to achieve successful on-site management. Real-time information delivery is a major concern for construction industry practitioners in order to expedite decisions and discussions. We propose the use of a first personal view (FPV) system of a quadcopter drone as a tool for monitoring on-site status and communicating between construction participants. The most important function of the drone FPV system is its ability to visually monitor construction site situations in real time. An on-site management system process is developed, verified, and applied to several construction work tasks after determining factors that affect efficient construction management. The proposed system is expected to assist the construction manager in achieving high efficiency.