• 제목/요약/키워드: temporary support

검색결과 227건 처리시간 0.028초

지하철 9호선 흙막이 구조물의 설계 사례 분석 (Case Studies for Temporary Soil Support Walls of Subway No.9)

  • 주재건;김영진;김경태
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.96-103
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    • 2002
  • In this study, design concepts of Seoul Subway Construction (901∼914) are reviewed in relation to the cases for temporary soil support wall systems which are revealed in highly developed design competitions such as Turnkey and Alternative based on. Especially soil and rock properties, various design schemes for dealing with soil and water pressures, new technology adopted etc are discussed very profoundly and broadly for the better understanding and additional clues for constructing new design technologies.

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재사용 파이프서포트 인증제도의 개선방안 연구 (A Study on the Improvement Plan of Reusable Pipe Support Certification System)

  • 문성오;임남기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.4-5
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    • 2020
  • Pipe support is a representative structure that supports slab formwork, and it is a representative temporary equipment that has been systematically managed since the 1990s when the domestic temporary equipment performance test system was introduced. Nevertheless, it is also a reality that many of the products in circulation are used products that are reused and do not meet the performance of the initial manufacturing stage. However, if only new products are insisted, it could lead to delays in the process due to an increase in construction costs and difficulties in timely delivery. On the contrary, it is not acceptable for the safety of the construction site to use products of low quality without verification procedures or standards. Therefore, this study attempts to grasp the management system such as safety certification for temporary equipment and the actual condition of quality control to maintain performance, and propose improvement plans.

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강교량 설치 가설공사의 최적화설계 지원시스템 개발 (Development of Design Support System to Optimize the Temporary Work)

  • 조훈희;박재우;조문영;김정열
    • 한국건설관리학회논문집
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    • 제6권6호
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    • pp.115-123
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    • 2005
  • 강교량 가설공사의 설계는 그동안 과거유사사업의 자료를 토대로 설계자의 경험에 의존하여 진행되어 왔다. 이로 인해 실제 현장에서 소요되는 가벤트에 대하여 과대설계 논란이 있으며, 시공단계에 불필요한 설계변경을 야기하고 있다. 본 연구에서는 강교의 설계작업 과정에서 생성되는 설계 자료와 가설공사의 수행에 필요한 자원에 대한 데이터베이스를 구축하여 강교 설치 가설공사의 최적화설계 지원 시스템을 개발하였다. 이를 통하여 가설시설물에 대한 설계를 최적화하며, 설계변경을 줄이는 데에 기여할 뿐만 아니라 설계정보를 시공단계에 활용하게 함으로써 업무의 효율성과 정확성을 제고하였다.

Economic Growth and Employment in the Korean Agri-Food Industry: Examining the Buffering Effect and Sensitivity of Temporary Employment

  • Byung Min SOON
    • Asian Journal of Business Environment
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    • 제14권2호
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    • pp.19-30
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    • 2024
  • Purpose: This research article investigates the intricate relationship between economic growth and employment in the Korean agri-food industry. Research design, data and methodology: Drawing on Okun's law, which proposes a negative correlation between economic growth and unemployment, the study explores the applicability of this law to different sectors. By focusing on the agri-food industry, the study examines the impact of economic growth on both full-time and temporary employment. Results: The findings highlight the industry's role as a buffer, absorbing workers from other sectors, particularly manufacturing. Moreover, the study reveals that temporary employment is more sensitive to economic growth fluctuations compared to full-time employment. Conclusions: The research emphasizes the importance of implementing employment programs that support transitioning workers in the agri-food industry, facilitating knowledge and skill transfer to ensure sustained employment. Furthermore, it recommends government and company support for temporary employment during buffering periods to ensure safe job transitions. This study provides valuable evidence to understand the nuanced relationship between economic growth and employment in the Korean agri-food industry.

BIM-BASED PLANNING OF TEMPORARY FACILITIES FOR CONCRETE CONSTRUCTION

  • Kyungki Kim;Jochen Teizer
    • 국제학술발표논문집
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    • The 5th International Conference on Construction Engineering and Project Management
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    • pp.1-6
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    • 2013
  • Concrete construction requires utilization of many temporary facilities such as formwork, shoring, and scaffolding. Appropriate use of these temporary facilities greatly impacts the quality, cost, schedule, and safety of concrete construction. The current practice in design and planning of temporary facilities is often manual, error-prone, and re-active based on construction site layout, status, and progress in the field. Early design and planning of temporary facilities for concrete construction using Building Information Modeling (BIM) technology offers a potential solution. Although some commercially-available software exists that assists in the generation of temporary facility designs, the construction industry lacks tools that support detailed planning and design of many other temporary facilities. This research presents our early work in automating the design and planning of temporary facilities utilizing BIM. Algorithms were developed to automatically assess geometric conditions of work space to detect required temporary facilities and design them. The proposed methodology was implemented in a test model. By automatically incorporating temporary facilities into BIM, more realistic construction models can be created with less effort and errors. Temporary facilities-loaded models can finally be used for communication, bill of materials, scheduling, etc. and as a benchmark for field installation of temporary formwork, shoring, and scaffolding systems.

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외식업체 근로자의 내부마케팅과 식품 안전분위기의 관계 및 고용형태의 조절효과 (The relationship between internal marketing and food safety, and the moderating effect of employment type in food service industry)

  • 안관영;배중남
    • 대한안전경영과학회지
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    • 제15권2호
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    • pp.151-159
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    • 2013
  • This paper reviewed the relationship between internal marketing(management support, education, pay system, internal communication, employment security) and food safety climate(prevention, superior attitude, work condition), and the moderating effect of employment type(permanent or temporary employees) in food service company. Based on the responses from 304 responses, the results of hierarchical multiple regression analysis showed that 4 factors(management support, education, internal communication, employment security) effect positively on food safety climate(prevention, superior attitude, work condition). The positive effect of internal communication on superior attitude and work condition appeared to be more positive in permanent employees than in temporary employees. And the results of t-test analysis showed that permanent employees perceived more positively all internal marketing factors(management support, education, pay system, internal communication, employment security) and food safety climate(precaution, superior attitude, work condition) than temporary employees.

파이프 서포트의 좌굴특성에 대한 지지조건의 영향 (Effect of Boundary Condition on Buckling Characteristics of Pipe Supports)

  • 이진섭;이연수;오태근
    • 한국안전학회지
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    • 제30권2호
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    • pp.41-47
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    • 2015
  • Recently, a lot more disasters in the temporary structures happen because the stabilities of the temporary structures are disregarded by the reduction of the unit cost, using defective materials, the existing materials and so on. Pipe supports, which are one of the temporary structures, are basically used for the most constructing works such as buildings, bridges, plants and so on. In the most sites, adequate support installations of the pipe supports have not been performed although the presence of the guideline legally and institutionally. In this study, therefore, the collapse accidents of the pipe supports were investigated on the basis of theoretical analysis as well as the buckling tests by simulating the site support condition. Both the theocratical analysis and test results show that the buckling load in the fixed ends is at least 4 times larger than one in the pinned ends. This results will be utilized for safety assurance as well as accident prevention the in the field application.

브레이싱을 이용한 자립식 흙막이 공법에 관한 연구 (A Study on the Self-contained Earth Retaining Wall Method Using Bracing)

  • 김종길
    • 디지털융복합연구
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    • 제17권3호
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    • pp.205-213
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    • 2019
  • 건설현장의 굴토작업과 흙막이 가시설은 서로 밀접한 관계를 가지고 있다. 협소한 공간에서 가장 효율적으로 지하구조물을 축조하고 굴토작업시 외측 배면의 토사 이완을 방지하고 지하수위를 유지하기 위한 방안으로 안전성이 확보된 흙막이 가시설 설치는 반드시 필요하다. 본 연구는 기존 지하층 굴토공사에서 흙의 유실을 방지하기 위해 설치하는 가설흙막이를 종래에는 가설벽체를 형성하고 어스앵커, 래커, 스트러트 등을 이용하여 내부 지보를 하고 굴토공사를 시행하던 방식에서, RSB공법은 기존 재래식공법의 문제점을 개선하여, 내부 지보재를 제거하고 2열 엄지말뚝과 브레이싱을 이용하여 자립으로 토압에 저항하도록 하여 지반굴착을 진행하는 공법이다. 본 연구에서는 RSB공법 현장시범적용과 계측결과를 통하여 굴착방법에 따른 흙막이 가시설의 공법 적용성, 평가결과 발생변위가 모두 계측 허용치 만족하고. 기존 재래식공법에 비해 시공성과 경제성이 향상되었다.

The Performance Analysis to Identify the Reuse and Assembly Impact of Temporary Equipment

  • Bae, Sung-Jae;Park, Jun-Beom;Kim, Jung-Yeol;Kim, Young-Suk;Kim, Jun-Sang;Jo, Jae-Hun
    • 국제학술발표논문집
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    • The 9th International Conference on Construction Engineering and Project Management
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    • pp.1252-1252
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    • 2022
  • Temporary work that utilizes temporary equipment (e.g., system scaffold and system pipe support) in construction work is one of the most vulnerable work from a safety perspective in South Korea. Typically, temporary equipment is reused at construction sites. The Korea Occupational Safety and Health Agency announced guidelines regarding the performance standards for reusable temporary equipment to prevent the accidental collapse of temporary facilities. Nevertheless, temporary facilities' collapse still occurs, which could be attributed to a degradation in the performance due to the reuse of temporary equipment. Therefore, this study investigated the performance of simple temporary structures assembled with new and reused equipment. To this end, an experimental module was designed based on previous research cases, and two experimental models were constructed, in which one was assembled using new equipment (Model A), and the other was built using reused equipment (Model B). To determine the performance of each model, a load test was conducted to measure the maximum load that each model could withstand. The experimental results revealed that the maximum load of Model B was 15% lower than that of Model A. This indicates that there is a meaningful performance difference between those two models. Based on this result, the authors decided to perform additional tests with more realistic models than previous ones. The new experimental module was designed to ensure compliance with the Korean design guidelines. In this presentation, the authors show details of the first tests and their results and plan for the additional test.

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손상시나리오 기반 시스템 동바리 취약부재 도출 및 붕괴 위험성 분석 (Investigations of Vulnerable Members and Collapse Risk for System Support Based on Damage Scenarios)

  • 박세인;박주현;안효준;이종한
    • 한국구조물진단유지관리공학회 논문집
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    • 제25권1호
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    • pp.33-40
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    • 2021
  • 최근 국내 건설 사업은 대형화 및 복잡화됨에 따라 건설 산업재해도 증가하고 있다. 그 중 상당수가 가설공사와 가설구조물과 연관성이 있지만, 짧은 운영기간과 계속적으로 변화하는 건설현장 특성으로 인해 현장 안전관리가 미비한 실정이다. 시스템 동바리는 콘크리트의 타설 하중을 지지하기 위한 가설구조물 중 하나로써, 제작 시 결합부를 미리 부착해 설치 및 해체에 용이해 최근 적용성이 증가하고 있다. 하지만 다수의 부재로 이루어진 시스템 동바리는 부재간의 연결성 및 수직부재의 지점조건 등 여전히 불확실성을 가지고 있어 붕괴사고의 위험성이 있다. 따라서 본 연구는 시스템 동바리의 구조계 및 하중, 사고사례를 분석하여 연결부 및 지점조건, 횡변위 발생의 손상 시나리오를 정의하였다. 손상 시나리오와 함께 단위 구조계를 정의하여 임계 좌굴하중 감소율을 분석하였다. 또한, 각 손상 시나리오별 취약부재를 도출함으로써 시스템 동바리의 설계 및 시공, 운영 시 안정성을 분석할 수 있는 기초 결과를 제시하였다.