• Title/Summary/Keyword: site inspection

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Development of Real-time Bridge Inspection Application connected with Bridge Management System (교량관리시스템과 연계된 실시간 교량 현장조사 프로그램 개발)

  • Park, Kyung-Hoon;Sun, Jong-Wan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.11
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    • pp.7893-7901
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    • 2015
  • It is important to the periodic collection and analysis of the maintenance and management information of bridges for a more safe and efficient management of the bridges. To enhance the reliability and ease of acquisition of the bridge inspection information that is the basis for a strategy for safe and economic management using the bridge management system (BMS), this study develops a smart phone application for bridge inspection and ensures the actual applicability of the application. The developed application that is linked with the BMS for life-cycle management of bridges is possible to real-time query, modify and transmit of the maintenance-related information, and the application is able to greatly relieve the time and cost for the bridge inspection through the automatic creation of site inspection reports. The proposed method using the application is directly or indirectly expected to be very high effects of value improvement, such as ease of use, improved accuracy, sustainability of information, and future utilization, compared to conventional inspection method.

Field Applicability Study of Hull Crack Detection Based on Artificial Intelligence (인공지능 기반 선체 균열 탐지 현장 적용성 연구)

  • Song, Sang-ho;Lee, Gap-heon;Han, Ki-min;Jang, Hwa-sup
    • Journal of the Society of Naval Architects of Korea
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    • v.59 no.4
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    • pp.192-199
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    • 2022
  • With the advent of autonomous ships, it is emerging as one of the very important issues not only to operate with a minimum crew or unmanned ships, but also to secure the safety of ships to prevent marine accidents. On-site inspection of the hull is mainly performed by the inspector's visual inspection, and video information is recorded using a small camera if necessary. However, due to the shortage of inspection personnel, time and space constraints, and the pandemic situation, the necessity of introducing an automated inspection system using artificial intelligence and remote inspection is becoming more important. Furthermore, research on hardware and software that enables the automated inspection system to operate normally even under the harsh environmental conditions of a ship is absolutely necessary. For automated inspection systems, it is important to review artificial intelligence technologies and equipment that can perform a variety of hull failure detection and classification. To address this, it is important to classify the hull failure. Based on various guidelines and expert opinions, we divided them into 6 types(Crack, Corrosion, Pitting, Deformation, Indent, Others). It was decided to apply object detection technology to cracks of hull failure. After that, YOLOv5 was decided as an artificial intelligence model suitable for survey and a common hull crack dataset was trained. Based on the performance results, it aims to present the possibility of applying artificial intelligence in the field by determining and testing the equipment required for survey.

Site Assessment for the Water Purification Effect of Porous Concrete by using Effective Micro-organisms (유용미생물을 이용한 포러스콘크리트의 수질정화특성에 대한 현장평가)

  • Kim, Bong-Kyun;Park, Jun-Seok;Seo, Dae-Seuk;Kim, Wha-Jung;Kim, Yun-Yung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.1
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    • pp.109-119
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    • 2015
  • In recent years, a rapid growth in the population and urbanization led to an increasing industrial growth. The inadequate treated-wasted water from industry and various non-point sources causes significant negative effects on the stream water. For past few decades, extensive researches have been performed on water purification process. The purpose of this study is to investigate mechanical performance and water purification properties of porous concrete by using effective microorganisms through the site assessment test. The mechanical performance evaluation results showed that the increase void ration caused an decrease in the strength. The optimal mix rate was found to be 15% void rate From the site assessment, it was evaluated that the porous concrete improved the quality of the water and the purification ratios are 34.1 for SS, 14.6% for BOD, 34.9% for COD, 11.4% for T-N, and 12.6% for T-P. The porous concrete and the related purification technique can reduce the non-point pollution sources flowing into the river.

A Study on the Tendency of Fugitive Dust for Environmental Maintenance at the Aggregate Unloading Site of Ready-mixed Concrete Plants (레미콘 플랜트의 골재하차장 환경 유지관리를 위한 비산먼지 발생 경향에 관한 연구)

  • Cho, Hyun-Woo;Shin, Hong-Chul;Chung, Yoon-Seok
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.103-111
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    • 2022
  • Fine dust can cause serious problems to human health, and fugitive dust generated at construction sites is one of the main sources of fine dust in Korea. However, monitoring of the amount of fugitive dust generated at the ready-mixed concrete plant site is not performed, and only passive monitoring methods are partially applied in the field. Since it is impossible to control fugitive dust after it is exposed to the air, it is very important to suppress the occurrence or to remove it immediately at the stage of occurrence. Therefore, after identifying the characteristics through real-time monitoring in the fugitive dust generation stage, systematic management is required for suppressing or removing scattering dust in the field. In this study, the scattering dust generation characteristics were analyzed by measuring the particle mass concentration(PMC) of Fugitive dust generated at the aggregate unloading site of the ready-mixed concrete plant in real-time.

Development of Charge Indicator Inspection System for Plug-in Hybrid Electric Vehicle (PHEV용 Charge Indicator 시험기 개발)

  • Kim, Jin Young;Kang, Joonhee
    • Journal of Sensor Science and Technology
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    • v.25 no.2
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    • pp.155-159
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    • 2016
  • In this work, we have developed a test system to examine whether the charge indicator of the plug-in hybrid electric vehicle (PHEV) works properly or not. In PHEV, the driver should charge the necessary electricity by plugging in manually and be able to know the charging status through the charge indicator conveniently located for the charging individual. Our system used the CAN bus to transmit the same commands from ECU to the indicator to test the proper operation of the indicator lights. It measured the electric current values during operation and analyzed to determine the quality of the indicators. The inspection items included the proper packaging, the electrical shorts, the LED lighting during charging, the LED lighting for charging failure, and the LED lighting when errors occur. We developed the system for the operators in the factory allowing them to approve the test results at the site. We developed the hardware, the control software, and the software to store the test results and the history of the products in the database. Serial numbers were given to the good quality products and the bar code labels were printed to trace the products afterwards. Through this work, we developed a system to inspect the electric parts in real time upon fabrication. We are planning to further improve our system to inspect the brightness of the indicator by adding the vision inspection in future.

On the Improvement for Design Methods of Luminaire Supports Based on the Structural Safety (구조안전성 기반의 가로등주 설계개선방안)

  • Jung, Soo Hyung;Shim, Jae Soo;Choi, Hyun Gyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.6
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    • pp.45-55
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    • 2012
  • The road luminaires have been treated as subsidiary electric apparatuses in the road although they are indispensable facilities which people use the road safely. Because of this misunderstanding, there are not many researches on luminaire supports against the wind loads. Therefore, a typhoon has overturned or damaged many luminaire supports without having sufficient structural safeties. The purpose of this study is to review the current design criteria and to suggest the improvement of design methods based on the structural safety and compatible with the site conditions of luminaire supports. The stress concentration around the inspection hole, which causes the collapse of luminaire supports, is analyzed and stress reduction method is suggested with the improved design methods.

Automatic Generation of Bridge Defect Descriptions Using Image Captioning Techniques

  • Chengzhang Chai;Yan Gao;Haijiang Li;Guanyu Xiong
    • International conference on construction engineering and project management
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    • 2024.07a
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    • pp.327-334
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    • 2024
  • Bridge inspection is crucial for infrastructure maintenance. Current inspections based on computer vision primarily focus on identifying simple defects such as cracks or corrosion. These detection results can serve merely as preliminary references for bridge inspection reports. To generate detailed reports, on-site engineers must still present the structural conditions through lengthy textual descriptions. This process is time-consuming, costly, and prone to human error. To bridge this gap, we propose a deep learning-based framework to generate detailed and accurate textual descriptions, laying the foundation for automating bridge inspection reports. This framework is built around an encoder-decoder architecture, utilizing Convolutional Neural Networks (CNN) for encoding image features and Gated Recurrent Units (GRU) as the decoder, combined with a dynamically adaptive attention mechanism. The experimental results demonstrate this approach's effectiveness, proving that the introduction of the attention mechanism contributes to improved generation results. Moreover, it is worth noting that, through comparative experiments on image restoration, we found that the model requires further improvement in terms of explainability. In summary, this study demonstrates the potential and practical application of image captioning techniques for bridge defect detection, and future research can further explore the integration of domain knowledge with artificial intelligence (AI).

Business Model Development for Automatic Quality Inspection System of Temporary Structure Elements

  • Go-eun CHOI;Seo-joon LEE;Kyu-hyup LEE;Jun-sung SEOL;Soonwook KWON
    • International conference on construction engineering and project management
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    • 2024.07a
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    • pp.1168-1176
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    • 2024
  • For reusable Temporary Structure Elements such as scaffolding and temporary supports, quality control tasks are currently carried out through visual inspections by quality management workers and subjective judgments. Regarding quality tests based on the KOSHA(Korea Occupational Safety & Health Agency) system, only three pieces are sampled regardless of the quantity received at the site. On the other hand, although there is ongoing technological research on an automatic quality inspection of temporary structure elements, relevant stakeholders' introduction of such systems is hindered by issues such as cost. Therefore, this study aims to review a business model for introducing a quantitative and automated quality inspection system for reusable temporary structure elements. The study intends to propose application methods for each component according to a template and establish the business model by conducting interviews and collecting basic data for each template component. The results of this research are expected to serve as a foundation for implementation and expanding the adoption of quality management for temporary structure elements using smart technologies in the future.

A Study on the Selection and Modification of Ground Motion Based on Site Response Analysis (부지응답해석에 기반한 지반운동 선정 및 보정에 관한 고찰)

  • Hwang, Jung-Hyun;Mauk, Ji-Wook;Son, Hyeon-Sil;Ock, Jong-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.103-110
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    • 2020
  • In the recent seismic design code KDS 41 17 00, selection and modification procedures of ground motions which are used for nonlinear dynamic analyses were adopted. However, its practical applications are still limited due to the lack of literatures. This paper introduces case studies which used site-response analyses to select and modify ground motions for nonlinear dynamic analyses. Based on the case studies, design criterion for site-response analyses were reviewed thoroughly in the viewpoint of practical applications. It was found that design requirements related with bedrock motions are too conservative that ground motions are selected and modified in the excessive manner. It is especially true for low-rise building structures with period ranges including acceleration-sensitive regions. Even though surface motions have shown appropriate responses, such building structures have to re-select and re-modify ground motions based on pre-analysis procedures rather than post-ones according to the current seismic design code. Also, it was observed that building structures with soft soils under strong ground motions need more comprehensive investigations on soil properties and efficient analysis methods in order to perform site-response analyses. This is due to the fact that lack of reliabilities on soil properties and analysis methods could result in unstable site-responses.

Field Application of Low Heat Concrete Using Strontium Hydroxide Based Latent Heat Material (스트론튬계 잠열재를 사용한 저발열 콘크리트의 현장적용 평가)

  • Khil, Bae Su;Yun, Hyun Do;Jeong, Ok Ran
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.5
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    • pp.218-226
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    • 2011
  • Low heat concrete using strontium hydroxide based latent heat material was manufactured in ready-mixed concrete batcher plant and its fundamental properties were tested. As a result of B/P test, its applicability to the construction site was verified. After B/P test, low heat concrete using strontium hydroxide based latent heat material was applied to the real construction site of bridge footing. Through the analysis and the actual measurement of the hydration heat of the concrete footing, the reduction effect of hydration heat and thermal crack was confirmed.