• 제목/요약/키워드: Construction site office

검색결과 122건 처리시간 0.026초

인천국제공항2단계 제3활주로 부지에서 파쇄암을 이용한 노상 시험다짐 시공 (A Test Compacted Construction for Subgrade in the 3rd Runway of the 2th Incheon International Airport Construction Area using Crushed Stone)

  • 김종국;손형호;김영웅;김용철;김동철;김연정
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.507-514
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    • 2005
  • In this construction case study, Crushed stone under 100mm diameter was carried out a test compacted construction for subgrade in the 3rd. runway of the 2th Incheon International Airport Construction area. Conforming to specification needs a minimum rolling compacted number 10 for upper subgrade 100% compaction degree indicated in Federal Aviation Administration and $K_{30}{\geq}20kgf/cm^3$ in plate bearing test. $K_{30}$ to be acquired 100% compaction degree of upper subgrade is confirmed to about $31kgf/cm^3$ from correlation $K_{30}$ vs relative compaction degree.

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돌관공사가 안전관리에 미치는 영향 및 예방대책에 관한 연구 (A Study on the Impact to Safety Management and the Prevention Measure by the Speedy Construction Work)

  • 하행봉;방명석;임규원
    • 대한안전경영과학회:학술대회논문집
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    • 대한안전경영과학회 2013년 춘계학술대회
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    • pp.243-254
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    • 2013
  • Recently in the construction business construction companies has been ordered to survive in the terriblly competitive environment. Aa a result, most of the project with low-priced contract needs a speedy progress during all construction period. For the last five years major incident frequently occurs and results in the death of 189 workers at major top 6 construction builders. In most recent 10 years, the cause of major incidents happened in construction company is the speedy construction work that is affecting on the safety management. To prevent these accidents in the speedy construction work, four factors were chosed and analysed such as the personnel/organization, the working budget, the subcontractor selection and the employee motivation. The head office taked the support plan and tested it at the pilot work site. It showed a reduced accident and the harmful factors can be eliminated. It should be able to apply to the field to secure safety and prevent accidents.

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국내 고층 주상복합 건물의 구조적 특성에 관한 조사 연구 (An Investigative Study on the Structural Characteristics of High-Rise Complexes in Korea)

  • 강석원;이성호
    • 한국건설관리학회논문집
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    • 제4권4호
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    • pp.137-144
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    • 2003
  • Recently, the interest in a complex building increases rapidly in Korea. High-rise complex is not simply the combination of a residential apartment and a business office as previous but a building with the object of the convenience of the residents familiar with city-life style through adapting the high class life style and new residential culture to the business space, and the efficiency in using the limited building site in the town. This study presents an exploratory analysis focusing the structural system with the help of the extensive survey of the construction site in Korea, and aims a guideline for the structural design and construction of high rise complex. Through the survey, change and development in the design and the construction can be seen as the height and size of the complex grow. It is almost indispensable to design a structural system against lateral forces like earthquake or wind, which is usually measured by story drift ratio or story displacement. Improvement of the structural materials and their usages is also included for the efficiency of the structural system. Useful slab-beam system contributing to the decrease of the story height is still a concern.

APPLICATION OF WIRELESS INCLINOMETER FOR DISPLACEMENT MEASUREMENT OF TEMPORARY EARTH RETAINING PILE

  • Chi Hun In;Hong Chul Rhim
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.218-223
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    • 2009
  • During the process of excavation for substructures of buildings, precise and constant measurements of retaining wall displacement is crucial for construction to be complete and safe. Currently an inclinometer is used to measure displacement around the perimeter of an excavation site. The existing inclinometer system requires an instrument to be placed inside pre-bored holes for each measurement with an typical interval of two weeks. This makes it difficult to obtain continuous displacement data, especially during a critical time such as rainy season in summer. Also, the existing inclinometer is placed at certain distance away from the retaining wall system itself. Thus, exact measurement of retaining wall movement is compromised because of the distance between the retaining wall and the inclinometer. This paper presents the development of wireless inclinometer system for the displacement measurement of retaining walls by being attached directly to the retaining wall. The result of the application of the developed systems are provided with advanced ubiquitous sensor network (USN) system features. The USN technique incorporated into the system enables users to monitor movement data from wherever possible and convenient such as construction manager's office on site or any other places connected through internet. The research work presented in this paper will provide a basis to save construction time and cost by preventing safe-related unexpected delay of construction due to the failure or collapse of retaining walls.

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건축구조물 붕괴위험도 정량화에 관한 연구( I ) (Quantification for Collapsion Probability of Building Structures( I ))

  • 손기상
    • 한국안전학회지
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    • 제9권1호
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    • pp.110-120
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    • 1994
  • The Quantitative analysis for collapsion probability of each construcion work has not been developed, despite of that the one for safety management itself has been reported, up to now. It is concluded that showing critical check points against structure collapsion due to each work at construction site, and Quantifying those could be useful Quality-assuring tool, not to prevent Quality failure. Risk classes of each work at construction site, classified by German Builders Mutual-Aid Association (GEBMAS), and by special instruction rates of Korea Insurance Development Institute, are introduced to compare with the results of this study. As of a study method, total 2,002 sheets of questionwares are distributed directly to new city development areas, which are called, Ilsan 110 points : Pundang 79points and Chungdong 38points, including additional Changwon 125sheets and pusan 60sheets, by four(4) people, for contact with actual site engineers. Total responses of 1,056 sheets, are collected. Interrelationship diagram between experience years of Engrs., and risk rate of responses are also classified, with the criteria of four(4) years. Domestic journals with relation to construction have reported that main building Structure collapsions are mainly shown on apartment buildings and office ones. These two(2) building structures are again classified as five(5) kinds of works. This study takes use of an approach on haying the risk rates for each construction work on the above individual construction work. Additionally, site investigations have been performed to find out any possible unreasonable check items, due to construction method ; Reinforced Concret structure, Pre cast Concrete structure, and Steel structure building. Developed Quality Assurance Analysis Form with the Quantitative danger class, resulted from this study, are verified as it is able to be a good efficiency tool against collapsion of building structures.

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조선 후기 초량객사(草梁客舍) 일곽의 유지와 관리 (A Study on the Maintenance and Management of Choryanggaeksa in the Late Joseon Dynasty)

  • 송혜영
    • 건축역사연구
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    • 제32권2호
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    • pp.49-62
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    • 2023
  • This study was prepared for the purpose of restorative consideration such as the construction background, scale, and location of buildings by comparing the historical materials of two countries, Korea and Japan, focusing on Choryanggaeksa. Choryanggaeksa was a building with a special purpose installed in Dongnaebu in the late Joseon Dynasty, and was also a space exclusively for Japanese envoys. When Choryangwaegwan, the only place of diplomacy and trade with Japan in the late Joseon Dynasty, moved in 1678, Choryanggaeksa was also built and continued until its function ceased due to the modern opening of the port. As diplomacy and trade with Japan take place in the category of Choryangwaegwan, the existence of an interpreter takes an important place. Therefore, Seongsindang, a space for interpreters, was built near Choryanggaeksa. When the modern port opened in 1876, Choryanggaeksa and Seongsindang lost their original function, but the building remained. However, after the 1890s, a Superintendent office was built on the site of Choryanggaeksa, and a school was established on the site of Seongsindang. It was destroyed when the site of Choryanggaeksa and Seongsindang was converted during the opening of the port, and its remains cannot be found today due to urbanization.

전자상거래 사이트 구축 시 정보보안 및 관리 방안 연구 (A Study of Information and management method when Construction E-business site)

  • 이상연;김지영;윤동식
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2000년도 추계학술발표논문집 (하)
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    • pp.1525-1528
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    • 2000
  • 인터넷(Internet) 이란 거대한 네트웍들이 모인 것이다. 인터넷 속의 산업구조는 1:1 대면 방식의 구조에서 네트워크 상의 On-line 구조로 변화되어 가고 있다. 인터넷 상에서의 전자상거래를 통하여 우리 농촌의 농산물 판매 구조가 변화를 가져와야 할 것이다. 생산지에서 소비자에게 직송할 수 있는 상거래 시스템이 필요한 것이다. 이에 본 연구에서는 "웹 상의 농산물 전자상거래 사이트 구축 시 정보 보안 및 관리 방안"을 SSL/TLS를 이용한 쇼핑 시나리오를 이용하여 개선된 암호화 및 사용자 인증 전자결재시 사용되는 전자서명 키를 연구하여 구현하고자 한다. 또한 비대칭적 암호화 기법 및 SET을 이용한 암호화 거래 방법을 제시하였으며, 호스트의 비대칭적인 스위칭 시스템으로 사용자가 웹 사이트에 접속시에는 데이터 서버는 닫혀있는 상태이고 비동기적으로 사용자가 웹사이트에서 인증을 득한 후에 데이터 서버로 접속이 가능하며 데이터의 액세스가 끝난 후에는 웹사이트의 접속을 재게 시키고 데이터 서버의 액세스는 무효화시킴으로써 서버의 정보 보안 및 관리를 효율적으로 수행한다.

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ERP 기반 건설통합관리시스템의 개발 및 업무생산성 평가 (Development and Business Productivity of Construction Integrated Management System based on ERP System)

  • 한희석;백명종;배은화
    • 한국전자거래학회:학술대회논문집
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    • 한국전자거래학회 2001년도 International Conference CALS/EC KOREA
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    • pp.127-140
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    • 2001
  • New Information Technology Contributes to raising of Business Productivity in many Construction Companies. The Application of Construction Integrated Management System is Expected to Save the time of decision-making in Business Management and shorten the Closing Account Schedule. Construction Integrated Management System Based on ERP(Enterprise Resource Planning) System allows to Control core Business Procedure by Monitoring Technique on Real-time. In This Paper, We achieves 10% Raise up Business Productivity in Site Business Area, and 30% Raise up Business Productivity in Head Office Business Area by means of DW-CIMS (DAEWOO Construction Integrated Management System)

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업무공간 프로젝트 매니지먼트의 디자인 단계 체크리스트 개발에 관한 연구 (A Study on the Design-Phase Checklist for Office Project Management)

  • 황혜정;류호창
    • 한국실내디자인학회논문집
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    • 제21권5호
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    • pp.208-216
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    • 2012
  • The importance of applying project management in interior design has been increased due to recent changes in construction business environment along with market opening which demands more systematized and organized project management system. Yet, project management has not been utilized for interior design industry in Korea. This study intends to define the concept of project management in interior design, categorize tasks of each phase in office design project, and establish a table of elements which should be considered in each task. The table can be utilized as a checklist at the designing site. An in-depth analysis was conducted on the tasks in the Designing phase. In short, this study demonstrates five management phases and nine tasks. The differentiated checklist for office design is discussed in the project management of the Design phase. The checklist established in this study can be used as a practical guideline not only for the clients who are not familiar with management of design project, but also for existing project managers and interior designers. Further studies on management of design projects and development of checklist other than office design is needed.

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건설회사의 사전 안전성 평가모델에 관한 연구 (A Study on the Previous Evaluation Model for Safety Performance of Construction Companies)

  • 손창백;홍성호
    • 한국안전학회지
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    • 제18권2호
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    • pp.73-78
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    • 2003
  • In order to improve the safety performance oi construction projects, effective and corporative safety management program between head office and job site must be implemented. And its performance must be measured and analyzed for the identification of the problems in the safety management area. This study proposes a previous evaluation model of safety performance for the large construction firm in order to enhance their safety level. The fundamental data for proposed model is based on the past research(Son 2002), which is structured of evaluation criteria. weighted factor. statistical evaluation formula. The model would help the firm management in identifying the weak areas of safety performance in terms of the degree performing certain safety tasks. It is expected that the model could contribute to achieving the "zero accident" level.ot; level.