• Title/Summary/Keyword: site inspection

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Design and Implementation of Real-Time Mobile Remicon Quality Management Program for Field Response of Remicon mixer (레미콘 배합의 현장 즉시 대응을 위한 실시간 모바일 레미콘 품질 관리 프로그램 설계 및 구현)

  • Kim, Suyeon
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.19 no.2
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    • pp.111-117
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    • 2019
  • In this paper, we propose a mobile remicon quality management system to enable inspection and correspondence with a smart phone in the field check of remicon. We also proposed a real-time slump data processing part to digitize field inspection and XML formats for data exchange with the server. We used the smart phone to transmit real-time image about field inspection of remicon and judged the error at the same time. By doing this, we shared the situation of the remicon products in the field and the head office. Based on the actual results, the development technology is used to determine whether the product is abnormal or not, and to provide appropriate information to the company and the site. Based on the analysis of raw material quality data, it is possible to present real time optimal blending ratio according to raw material import with raw material management data, which is the biggest problem of the ready mixed concrete industry.

Diethylpyrocarbonate Inactivation of Aspartase from Hafnia Alvei

  • Shim, Jae-Hee;Kim, Hyo-Joon;Yoon, Moon-Young
    • BMB Reports
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    • v.32 no.4
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    • pp.326-330
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    • 1999
  • An aspartase purified from Hafnia alvei was inactivated by diethylpyrocarbonate (DEP) in a pseudo-first-order inactivation. The first-order plot was biphasic. The inactivation process was not saturable and the second order rate constant was $1.3\;M^{-1}s^{-1}$. The inactivated aspartase was reactivated with NH₂OH. The difference absorption spectrum of DEP-inactivated vs native enzyme preparations revealed a marked peak around 242 nm. The pH dependence of the inactivation rate suggests that an amino acid residue having a pK value of 7.2 was involved in the inactivation. L-aspartate, fumarate (substrates), and chloride ion (inhibitor) protected the enzyme against inactivation, indicating that histidine residues for the enzyme activity are located at the active site of this aspartase. Inspection of the presence and absence of $Cl^-$ ion demonstrated that the number of essential histidine residues is less than two. Thus, one or two histidines are in or near the aspartate binding site and participate in an essential step of the catalytic reaction.

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A Study on the Architectural Characteristics of the Jeju Province Recreational Pension (제주도 휴양펜션시설의 건축실태에 관한 연구)

  • Kim Bong-Ae;Jeong Byeol-Ah
    • Journal of the Korean housing association
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    • v.16 no.5
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    • pp.21-27
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    • 2005
  • The purpose of this study is to prepare desirable recreational pension facilities system in compliance with various characteristics of each region and to help establish policies regarding recreational pension facilities. This research is carried out by an on site inspection and the survey of the management of the recreation facilities. Jeju recreational pensions have the following characteristics : The site area is $1305{\sim}7850\;m^2$, the number of guest rooms are $8{\sim}10$, and the area of the guest rooms are $33{\sim}99\;m^2$. In addition, most of them are built with R.C. structure and the exteriors are made of artificial stones. As for plot plan, it has 5 types of prototype : type of outbuilding, arranging in a row, corridor, hall, and the composition of the other types. Although Jeju recreational pension were institutionalized to satisfy the functions as tourism recreations, they don't reflect the unique characteristics of Jeju province.

A Study on Developing a High-Resolution Digital Elevation Model (DEM) of a Tunnel Face (터널 막장면 고해상도 DEM(Digital Elevation Model) 생성에 관한 연구)

  • Kim, Kwang-Yeom;Kim, Chang-Yong;Baek, Seung-Han;Hong, Sung-Wan;Lee, Seung-Do
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.931-938
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    • 2006
  • Using high resolution stereoscopic imaging system three digital elevation model of tunnel face is acquired. The images oriented within a given tunnel coordinate system are brought into a stereoscopic vision system enabling three dimensional inspection and evaluation. The possibilities for the prediction ahead and outside of tunnel face have been improved by the digital vision system with 3D model. Interpolated image structures of rock mass between subsequent stereo images will enable to model the rock mass surrounding the opening within a short time at site. The models shall be used as input to numerical simulations on site, comparison of expected and encountered geological conditions, and for the interpretation of geotechnical monitoring results.

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Radionuclide-Specific Exposure Pathway Analysis of Kori Unit 1 Containment Building Surface

  • Byon, Jihyang;Park, Sangjune;Ahn, Seokyoung
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.18 no.3
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    • pp.347-354
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    • 2020
  • Site characterization for decommissioning Kori Unit 1 is ongoing in South Korea after 40 years of successful operation. Kori Unit 1's containment building is assumed to be mostly radioactively contaminated, and therefore radiation exposure management and detailed contamination investigation are required for decommissioning and dismantling it safely. In this study, site-specific Derived Concentration Guideline Levels (DCGLs) were derived using the residual radioactivity risk evaluation tool, RESRAD-BUILD code. A conceptual model of containment building for Kori Unit 1 was set up and limited occupational worker building inspection scenario was applied. Depending on the source location, the maximum contribution source and exposure pathway of each radionuclide were analyzed. The contribution of radionuclides to dose and exposure pathways, by source location, is expected to serve as basic data in the assessment criteria of survey areas and classification of impact areas during further decommissioning and decontamination of sites.

An Experimental Study on Resisting Force of Scaffolding Frames using Buckled Pipe

  • Na, Young-Chan;Son, Ki-Sang
    • International Journal of Safety
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    • v.5 no.2
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    • pp.24-28
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    • 2006
  • There are many structural problems when the scaffolding frame is applied to a construction site contractor may use a used pipe or buckled pipe which they lended them from commercial firms without any inspection of those materials even though they have been used and exposed to weather for a long times. Therefore, they should be checked of their current capacity, comparing with the original one so that construction contractor can apply their capacity to a temporary frame depending on the site situation against collapsion of those. This study is mainly focused on the behavior of a scaffolding frame using prebuckled pipes. Additionally, standard frame with bracing and without bracing case are also tested for comparing with the prebuckled case. Prebuckled case has its capacity less approximately 20 % than the standard frame.

Deriving AR Technologies and Contents to Establish a Safety Management System in Railway Infrastructure (철도 인프라 안전 관리 시스템 구축을 위한 AR 기술 및 콘텐츠 도출)

  • Jeon, Hae-In;Yu, Young-Su;Koo, Bon-Sang;Seo, Hyeong-Lyel;Kim, Ji-Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.3
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    • pp.427-438
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    • 2022
  • With the recent growing importance over safety management the need for advanced and technical approaches for on-site safety inspection methods has increased. Railway construction is subject to its own particular set of temporal and spatial challenges due to its unique facilities and equipment. This study aimed to investigate the field characteristics of railway infrastructure and improve the conventional field safety management methods by identifying the most appropriate features of AR technology. Group interviews and surveys were conducted with field safety experts to derive the major problems and inspection needs. Subsequently, various features of AR, such as BIM model projection, and remote conferencing, were investigated to determine their applicability to address safety issues. As a result, four problems in the current safety management process, such as 'lack of time due to the conventional inspection method and inspection of areas that are difficult to access', and three major inspection types, such as 'observance of work procedures, status of installation, adequate dimensional spacing', were identified to be improved when adopting AR based techniques. Furthermore, AR technology utilizing plans to solve safety inspection problems and effectively manage major inspection types were proposed, and a follow up survey was conducted with the same field safety experts to derive the priority of technology development.

Usability testing of the domestic web site design : questionnaire and heuristic evaluation (국내 웹 사이트 디자인의 사용성 조사 : 설문조사 및 발견평가)

  • 곽호완;곽지은;김수진;이정모
    • Korean Journal of Cognitive Science
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    • v.11 no.1
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    • pp.33-45
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    • 2000
  • The present study examined the usability of the web site design, focusing on the cognitive characteristics of the WWW. Specifically, we conducted two major non-experimental usability testing methods on the domestic web sites with various purposes. In research I. we used an on-line questionnaire method on 12 domestic web sites. As a result. several critical usability features and factors were identified. In research 2. we carried out a heuristic evaluation method to identify more specific usability problems The result of research 2 suggests that the heuristic evaluation method reveals more specific problems of the web site design than the questionnaire method.

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Development of Standard Estimates for Garden Construction: Focused on Planting

  • Hong, Kwang-Pyo;Lee, Hyukjae
    • Journal of People, Plants, and Environment
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    • v.22 no.5
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    • pp.467-480
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    • 2019
  • Standard estimates are the numerical data of a unit quantity required for construction work such as the amount of materials, manpower, and the use of equipment required and are also a basis to calculate construction costs. Unfortunately, standard estimates for construction have also been used for garden construction these days as no standard estimates for garden construction have been developed or documented until now. As a result, many problems have arisen at garden construction sites since landscape construction and garden construction differ in terms of scope, size, design and construction methods. The purpose of this study was to develop standard estimates for garden construction for proper calculation of the cost of garden construction and to ensure gardens are created following appropriate construction processes. In order to develop standard estimates for garden construction, a preliminary survey was conducted on experts to understand current issues at first. After that, a questionnaire survey was done to examine problems of construction processes and ways of improvement, and on-site inspections were conducted utilizing CCTVs at construction sites to identify the actual amount of manpower required on site. Based on the results of the surveys and on-site inspections, a draft version of standard estimates for 5 types of planting work for garden construction was developed. Developing standard estimates for garden construction will serve as a stepping stone for the transparent and proper compensation for garden construction work, which will not only contribute to addressing issues between consumers and construction companies, but also to the stabilization of market economy and job creation.

Spatial Ground Zoning and Analysis of Geotechnical Characteristics Considering Tunnel Interface (터널 간섭에 따른 지반의 공간 구역화 및 지반공학적 특성 분석)

  • Jeon, Je-Sung;Kim, Yong-Seong;Kim, Ki-Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.4
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    • pp.252-260
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    • 2005
  • In this research, case studies considering tunnel interface were conducted for zoning the ground into spatial area having similar geotechnical characteristics and estimating geotechnical properties for each area. The site for analysis consists of banded biotite gneiss, biotite schist and granite gneiss with spatial non-homogeneity, and for that reason weathering and fault zone were distributed with large scale. It's important thing to consider spatial ground zone and their geotechnical properties properly into stability analysis at design and construction stage. Also, in this studies, these analysis works are very useful for further decision making process by stability analysis.