• Title/Summary/Keyword: construction-site safety

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On-site Investigation of Work Cease Rights Conducted by Employers to Ensure Worker Safety (근로자 안전을 확보하기 위해 실시하는 사업주에 의한 작업중지권 현장 실태조사)

  • Woo Sub Shim;Sang Beam Kim
    • Journal of the Society of Disaster Information
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    • v.19 no.4
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    • pp.806-814
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    • 2023
  • Purpose: According to the Occupational Safety and Health Act of the Ministry of Employment and Labor, in order to prevent industrial accidents, the right to stop work must be exercised in the event of an imminent danger. This study conducted a fact-finding survey on whether employers fulfilled the right to suspend work in the workplace when an imminent danger, such as a typhoon, was encountered. Method: For two days from August 9 to October, when the impact of Typhoon Khanun No. 6 was significant, it was confirmed by wire whether or not the work suspension was carried out at the workplace, and the subjects of the survey were 1,649 construction sites, 830 manufacturing sites, and 278 other industries, for a total of 2,757 sites. Result: As a result of the fact-finding survey, 56% (1,555 locations) on August 9th and 77% (2,142 locations) on August 10th carried out full or partial work suspension. In particular, on August 10, when the typhoon landed, 40% of all workplaces completely stopped work. Conclusion: Through this study, it was confirmed that the right to suspend work by employers is being used in actual workplaces. In the future, when there is an imminent danger, in addition to the right to suspend work, flexible and telecommuting, working hour adjustments, etc. must be actively used to ensure the safety of workers and protect their lives.

A Case Study of Extra Reinforcement by Road Extension work on Existing Cut Slope Reinforced with Counterweight Fill and Stabilizing Piles (압성토 및 억지말뚝으로 보강된 도로의 확장공사로 인한 추가 보강사례 연구)

  • Park, Jeong-Yong;Kim, Woo-Seong;Kim, Jae-Kyoung;Yang, Tae-Sun;Na, Kyung-Joon
    • Journal of Korean Society of societal Security
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    • v.1 no.2
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    • pp.67-72
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    • 2008
  • To confirm the stability of a cut slope in the road extension construction site, several investigations were carried out and countermeasures of slope was studied. This paper describes a study of design case of extra reinforcement on existing cut slope reinforced by preloading and piles in roads. To investigate the effect of stabilizing piles installed in a cut slope, an instrumentation system also designed, was. As a result that the stabilizing file and earth anchor are considered as the extra reinforcement, both stabilizing pile and earth anchor guarantee the stability of cut slope. However, stabilizing pile is selected in aspects of economy and continuity to the existing cut slop reinforcement including counterweight fill and stabilizing piles.

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A Case Study on the Stability Analysis for the Road Construction above Abandoned Mine (폐광산 상부 도로 안정성 검토 사례)

  • 문상호;나승훈;이상필
    • Tunnel and Underground Space
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    • v.14 no.5
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    • pp.305-317
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    • 2004
  • Due to the steep and narrow characteristic of domestic coal beds, the slant chute caving or sub-level caving method have been mainly adopted in Korea, whereas the long-wall mining has been widely used all around world. However, the slant chute caving or sub-level caving method have disadvantage of not giving much information on the scale and characteristic of abandoned mines. Hence, those information on the abandoned mines in Korea are not easily available. In this study, based on the characteristic investigation of the domestic mining methods, the geological survey and safety analysis were carried out for Donghae highway section 2. Finally, the optimum ground reinforcement methods for that site were selected.

A Case Study on Turkey Eurasia Tunnel Project (터키 유라시아 터널 프로젝트에 대한 사례연구)

  • Kim, Do-Hyung;Bang, Gyu-Min;Jun, Gy-Chan;Kim, Dong-Hyun;Kim, Taek-Kon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.58-69
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    • 2010
  • Turkey Eurasia Tunnel Project is large scale road construction project of which the total length is 14.6km. The subsea shield TBM tunnel will be constructed under Bosphorus strait and the project site is in poor condition as composite ground, high water pressure and earthquake. The design procedure of subsea tunnel was introduced with tender design materials. That procedure contains tunnel type, TBM type and the principal design items considering geological condition such as high water pressure, composite ground and seismic area. This paper states the progress for geotechnical investigation, seismic analysis and TBM tunnel design. Analysis for geotechnical investigation is in progress, aseismatic design is going on stability study for liquefaction and structure. In addition, the performance of shield TBM to be considered such as advance rate and improvement of TBM was reviewed. The plan of fire safety was also reviewed with respect to fire protection.

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A Study on the Fire Evacuation Assessment Considering Occupied Environment Variation in Existing Buildings (기존 건축물의 사용승인허가 전·후 거주환경을 고려한 화재피난성능평가 연구)

  • Kim, Hak Kyung;Choi, Doo Chan;Kim, In Tae;Kim, Hee Moon;Sim, Hye In
    • Fire Science and Engineering
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    • v.30 no.6
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    • pp.105-110
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    • 2016
  • In Korea, fire hazard and risk analysis and response management planning related to existing decrepit buildings, including interior construction and architectural layout revision, due to various occupancy purposes have not been researched or established. Therefore, regulations and technical standards that can manage and reduce fire hazards and risks based on fire hazard analysis and evaluation are required. This study was performed based on a site survey and fire evacuation assessment including performancebased analysis in 3 actual existing buildings to find the life safety issues and provide improvement recommendations.

Effect of the Suction Air Temperature on the Performance of a Positive Displacement Air Compressor (흡입공기 온도에 의한 용적형 공기 압축기 성능 변화)

  • Jang, Ji-Seong;Han, Seoung-Hun;Ji, Sang-Won
    • Journal of Power System Engineering
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    • v.21 no.2
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    • pp.89-94
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    • 2017
  • Pneumatic systems are widely applied in various industry because it have a many advantage(low cost, high safety, etc.). Air compressors supply the working fluid to the pneumatic systems and consume a lot of electrical energy at the manufacturing site. The one of the suggested idea is to reduce the energy consumption by reducing the suction temperature of the air compressor and increasing the discharge flow rate. In this paper, the discharge flow rate and air power of the positive displacement type air compressor is simulated by changing the temperature of suction air and the relationship between the suction air temperature and the performance variation of the air compressor is analyzed. As a result, we know that as the suction temperature of air is lowered, the discharge mass flow-rate is increased, but the specific enthalpy is reduced rather than increased, which means that the power of the discharged air is not greatly increased even if lower the suction air temperature.

A System Design and Implementation for Geotechnical Engineering Field Application of Drone (드론의 지반공학분야 활용을 위한 시스템 설계 및 구현)

  • Kim, Taesik;Jung, Jinman;Min, Hong
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.16 no.3
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    • pp.173-178
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    • 2016
  • Many studies have been carried out on monitoring the target by cooperating a drone with remote sensors recently. This monitoring system uses static sensors to measure environmental data and drones to collect measured data. In geotechnical engineering, inspectors go around measuring the safety of construction site and it is impractical to compose a network among numerous sensors in terms of the cost efficiency. In this paper, we propose a data collection system based on interaction between a drone and a few sensors that are installed around the target structure for geotechnical projects. Through experimental results, we also verify the availability and the time and cost efficiency of the proposed system comparing with using inspectors.

Radiation Dose Assessment of ACP Hotcell for Spent Fuel Treatment in Normal Operation & Accident Case (사용후핵연료 처리를 위한 ACP 핫셀의 정상운영 및 사고시 방사선 환경영향평가)

  • 국동학;정원명;구정회;조일제;이은표;유길성
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.2 no.3
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    • pp.155-164
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    • 2004
  • Advanced spent fuel Conditioning Process(ACP) project which is under development for efficient spent fuel management has finished process feasibility study and is preparing $\alpha$-${\gamma}$ type hot cell construction for process experimentation. Radiation dose evaluation for the radioactive nuclides were preliminarily performed for normal operation and accident case with the basic concept design report, the meteorological data and the recent site specific data. According to the production and release rate of nuclides, dose evaluations for residents around facility were performed. The evaluation result shows a safe margin for regulation limits and SAR(Safety Analysis Report) limit of IMEF(Irradiated Material Examination Facility) where this facility will be constructed.

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An Implementation of Image Security System Based on Web (웹기반 화상 감시 시스템의 구현)

  • Park Young-Seak;Cho Pyung-Kee
    • Journal of the Institute of Convergence Signal Processing
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    • v.1 no.1
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    • pp.74-81
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    • 2000
  • In this paper we have developed an image security system based on Internet Web in order to overcome the problem of existing systems that use the dedicated network. The developed system resolves the safety problem of the centralized control model by adapting the distributed control model based on Web, and has the functions of remote control and automatic monitoring for grouped multiple sites on remote Web browser. And the system can operate various computers or operating system because it' s operating software was designed by the concepts of Java Virtual Machine and Virtual Instrument. Also, our system has not need of additional cost for network construction by using Internet and can greatly improve the managemental efficiency of system because the maintenance and publishing of software updates can be performed through Web Server.

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Optimum Design of Prestressed Concrete Girder Railway Bridge II : Optimum Section with 30m Span Length Accounting for Dynamic Stability (프리스트레스트 콘크리트 거더 철도교의 최적설계 II: 동적안정성을 고려한 30m 지간의 최적단면)

  • Lee Jong-Min;Kim Su-Hyun;Jung Jae-Dong;Lee Jong-Sun;Cho Sun-Kyu
    • Journal of the Korean Society for Railway
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    • v.9 no.1 s.32
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    • pp.102-109
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    • 2006
  • The PSC girders which currently used at highway bridge have the standard cross sections about 25m, 30m and 35m span. Thus, in case of highway bridge design, the bridge designer can choose the adequate standard cross section according to constructional condition. However, in railway bridge design, there are limitations on reasonable bridge design considering circumstances of a construction site and conditions of location etc, because the PSC girders used at railway bridge have the cross section about only 25m span length. In this study, the optimum design for the PSC girder railway bridge with 30m span length has been performed. Also, in order to investigate the dynamic stability of railway bridge using the optimum section of PSC girder, dynamic analysis has been carried out. From the results of analysis, it is suggested to denote the optimum section which satisfied the structural safety, dynamic stability and economical efficiency all together.