• Title/Summary/Keyword: 건설안전경영시스템

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A Study on Tendency of Industrial Accidents from 1979, in Korea

  • Yi, Geun Heui
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.3 no.3
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    • pp.1-12
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    • 1980
  • 우리나라는 근대화와 더불어 산업의 고도성장을 기약하면서, 예기치 못했던 산업재해로 말미암아, 많은 생명과 재산에 대해선 막대한 손실을 초래시키고 있다. 그러나 산업재해의 본질이 어디에 있고, 또 그것이 얼마나 크게 생산손실을 초래하고 있는지에 대해서 아직 과학적인 본질을 파악하고 있지 못하기 때문에 현실적으로 많은 재해손실을 감수하고 있는 것이 사실이다. 이와같은 입장에서 본 연구는 우린 1974년부터 1978 년에 이르는 5개년간의 한국 산업재해의 본질을 이해하고 앞으로의 산업합리화를 위해 그 대책을 강구해 보자는 것인데, 이를 위해서 본 연구는 1. 서론(문제의 제기) 가. 연구방법 나. 연구범위 2. 재해발생 상황 가. 78년도 재해 발생 상황 나. 연도별 산업 재해 추이 1) 5년간 추이(지수비교) 2) 전년도와 비교(% 비교) 라. 연도별 재해 발생율(재해도수율, 강도율, 천인율) 1) 재해도수율, 강도율 2) 천인율 라. 연도별 경제적 손실 3. 산업별 재해 가 산업별 재해 상황 나. 전년도와 비교 다. 산업별 재해 발생율 1) 재해도수율, 강도율 2) 재해년천인율 라. 산업별, 년도별, 재해도수율, 강도율, 천인율 1) 광업 2) 제조업 3) 건설업 4) 전기가스.수도업 5) 운수보관.통신업 마. 산업별, 정도별 재해 4. 재해원인 가, 원인별, 재해 발생 실태 나. 산업별 원인별 재해 발생 실태 5. 결론으로 고찰했으며 우리나라의 산업재해는 매년 상승되고 있다는 것이 고찰에서 나타났는데, 이와 같은 경향은 산업의 확산증대에도 영향이 없는 것은 아니지만 전제적으로 안전의식의 결핍이 가장 큰 요인인 것으로 판단된다. 따라서 공업입국에 의한 경제자립과 지속적인 번영을 위해서는 $\circled1$ 계수적인 합리주의를 강력히 배제하고 사실에 입각한 과학적인 안전대책을 수립해야 하며, $\circled2$ 안전기준을 포함하는 모든 법령을 재정비하고, 단속법령으로서의 그것보다는 지도계몽을 위한 관계법령을 조속히 제정해야 하며, $\circled3$ 안전의식을 계발하여, 모든 능률관리, 생산성 향상의 근원으로 삼아야 할 것이며, $\circled4$ 안전전문연구기관을 적극적으로 육성하여 산업재해의 본질적인 원인연명과 재해대책을 수립해야 할 것이다.

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A Study of on the Case Study of LCC Analysis for the Education and Research Building of S University (S대학교 교육연구동 LCC분석 사례 연구)

  • Seo Min-Gu;Ha Han-Ki;Park Tae-Keun
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.329-332
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    • 2003
  • The Ministry of Construction and Transportation has estimated the reconsideration of economy in construction and the dullness of LCC forcast method which supports decision-marking in safety and maintenance of buildings. So, they have introduced LCC analysis method in steps of a feasibility study and design. Because of the introduction of LCC analysis process and method, it would be possible to make a logical decision from management maintenance, estimation, user point of view. In this study, it would bepossible to show a plan and alternative of design factors and structure in one building by using LCC analysis method and to compare and analyze the reduction of life circle cost bi the elapsed time.

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A Study on the construction quality infra and it's core confidency priority for enhancing construction certification system (건설공사 품질인증시스템 향상을 위한 품질인프라 및 핵심역량 도출에 관한 연구)

  • Lee, Kab-Soon;Bae, Young-Ju
    • Journal of the Korea Safety Management & Science
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    • v.19 no.4
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    • pp.189-208
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    • 2017
  • This study is for figuring out major components of construction quality infrastructure and suggesting improvement plan by benchmarking global best practice model and analyzing gap between the model and sample practice. Based on improvement plan, researcher could derive major characters and components of construction quality infrastructure, and also about the priority among core competency components of construction quality experts. The result showed that the 'human resource' was ranked the best priority followed by 'method' 'environment', 'equipment' among major characters and components of construction quality infrastructure. Also, for core competency components of construction quality experts, 'number of years in work places' was the best priority, and the 'professional knowledge on engineering' was another priority ranked. Far from general perception on competency components, 'academic education' ranked the last. It may allude that the current education system in this country is not effective in developing competency of quality engineers. In summary, this study shows professionalism of quality engineer is the most important thing in all the components.

Analysis of Characteristic Factors for Non-fatal Accidents in Construction Projects using Association Rule Mining (연관 규칙 탐색 기법을 이용한 건설공사 비사망 재해의 특성 요인 분석)

  • Gayeon, Lee;Sung Woo, Shin
    • Journal of the Korean Society of Safety
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    • v.37 no.6
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    • pp.40-49
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    • 2022
  • Simple statistical frequency based analysis, such as Pareto analysis, are widely used in conventional accident analysis. However, due to the dynamic and complex nature of construction works, many factors can simultaneously affect or involve the occurrence of accidents in construction projects. Therefore, the identification of the complex relationship between such factors is important to establish relevant and effective safety management policies and/or programs. In this study, characteristic factors and their relationships' contribution to non-fatal accidents in construction projects are analyzed using the association rule mining (ARM) technique. To this end, a total of 59,202 construction accident data are collected from 2015 to 2019 and the ARM is performed to retrieve specific relationships -named as association rules-among classified factors in the data. Characteristics of the retrieved relationships are analyzed and compared with the results of conventional Pareto analysis. Based on the results, it is found that both fall and trip are notable accident forms having characteristic relations with other factors for non-fatal accidents in construction projects. It is also found that small-scale construction, age of 50s, less than 1 month of working period, and architectural construction are important factors for non-fatal accidents in construction projects.

A Study On Development of Safety Inspection Evaluation Method in the Construction Using PSM Method (PSM 제도를 활용한 건설업 안전점검 평가방법 개발에 관한 연구)

  • 양광모;전현정;강경식
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.26 no.3
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    • pp.24-30
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    • 2003
  • As domestic buildings have been large-scaled, diversified and high-rise, there have been a consistent demand for design, development of construction technology and accident prevention activity as well as quality enhancement. In spite of governmental and related institutions' efforts for reducing national losses which come from numerous accidents, there have been endless small and large accidents on the construction site and thus, it is urgent to conduct empirical researches in this area. Currently safety supervision system in construction industry has enforced harm and danger prevention planning system, however it merely stick to other existing materials. In addition, it is difficult to put it into practice in that it requires bearing too much burden to draw out the planning itself in a case of large construction work. Consequently in this paper we select evaluation criteria by construction progress, classify into several categories, and regard potential danger which often occurs, as a evaluation criterion. Further step is to allow workers or collaborated companies to express their expert opinions or experiences and to encourage quality and process control and autonomous safety control by applying PSM(Process Safety Management) method using AHP(Analytic Hierarchy Process) and to development of PSM evaluation method in the construction. The reason why PSM method should be quantitative and substantial progress is because it contributes Korean constructing companies to enhancing their safety control ability and to taking an equal stance just like developed countries, thereby strengthening their competitive edges. Boost of safety control system by PSM method could make an enormous contribution to preventing construction accidents on the site by establishing and securing an autonomous safety control system.

The Impact of Organizational Safety Culture on the Resilience Ability : Focused on the Construction Industry (조직의 안전문화가 레질리언스 역량에 미치는 영향 : 건설업을 중심으로)

  • Chu, Chan Ho;An, Kang Min;Baek, Dong Hyun
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.44 no.3
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    • pp.73-85
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    • 2021
  • The construction industry is considered to be a fatal accident industry, accounting for 28.5% of the total industrial accidents in 2017, as the number of industrial accidents in the construction industry has steadily increased over the past decade. So it is necessary to consider introducing Resilience Engineering, which is actively applied to risky industries around the world, to drastically reduce construction accidents. Although Resilience Engineering, which has emerged as the next-generation safety management centered on Hollnagel since the 2000s, claims the importance of strengthening Resilience abilities considering organizational structure and culture, most studies focus only on developing evaluation indicators. The purpose of this study is to analyze the impact of an organization's safety culture on its Resilience abilities in the construction industry. Specifically, it conducted empirical analysis on the impact of safety culture consisting of 'communication, leadership and safety systems' on the Resilience abilities(responding ability, monitoring ability, learning ability, anticipating ability), and the mediation relationship between leadership, communication, and safety system. The survey was conducted on construction workers, and an empirical analysis was conducted on the final 154 responses using SPSS 25 and Smart PLS 3. The results showed that the safety system had a significant impact on all Resilience Abilities, and communication had a significant impact on the remaining three except for anticipating ability among Resilience Abilities. On the other hand, leadership has been shown to have a significant impact on anticipating ability only. In the verifying of the mediation relationship between leadership, communication and safety systems, it was found that leadership affects all Resilience abilities by means of safety systems, but communication can only affect responding ability. This study has practical significance in that it suggests the need for policy-level efforts to introduce and apply Resilience Engineering and then expanded the effective safety management assessment of the construction industry in the future. Moreover, the academic implications are important in that the study attempted to expand the academic scope for a paradigm shift in the future as the safety culture has identified its impact on the Resilience abilities.

Vision-based Method for Estimating Cable Tension Using the Stay Cable Shape (사장재 케이블 형태를 이용하여 케이블 장력을 추정하는 영상기반 방법)

  • Jin-Soo Kim;Jae-Bong Park;Deok-Keun Lee;Dong-Uk Park;Sung-Wan Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.98-106
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    • 2024
  • Due to advancements in construction technology and analytical tools, an increasing number of cable-stayed bridges have been designed and constructed in recent years. A cable is a structural element that primarily transmits the main load of a cable-stayed bridge and plays the most crucial role in reflecting the overall condition of the entire bridge system. In this study, a vision-based method was applied to estimate the tension of the stay cables located at a long distance. To measure the response of a cable using a vision-based method, it is necessary to install feature points or targets on the cable. However, depending on the location of the point to be measured, there may be no feature points in the cable, and there may also be limitations in installing the target on the cable. Hence, it is necessary to find a way to measure cable response that overcomes the limitations of existing vision-based methods. This study proposes a method for measuring cable responses by utilizing the characteristics of cable shape. The proposed method involved extracting the cable shape from the acquired image and determining the center of the extracted cable shape to measure the cable response. The extracted natural frequencies of the vibration mode were obtained using the measured responses, and the tension was estimated by applying them to the vibration method. To verify the reliability of the vision-based method, cable images were obtained from the Hwatae Bridge in service under ambient vibration conditions. The reliability of the method proposed in this study was confirmed by applying it to the vibration method using a vision-based approach, resulting in estimated tensions with an error of less than 1% compared to tensions estimated using an accelerometer.