• 제목/요약/키워드: Construction site operation

검색결과 294건 처리시간 0.03초

마감공사 생산성 향상을 위한 리프트 카 최적배치 모델 (Optimum Layout Model of Lift Car for Improving Productivity in High-rise Building Exterior Finishing Work)

  • 이동민;임현수;김태훈;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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    • pp.171-172
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    • 2013
  • An operation planning of lift car is crucial in tall building construction especially it's arrangement plans, because it is related with transportation distance of finishing materials affecting construction productivity. Since tall building construction, composed of complicating and huge plane have complex traffic lines of finishing materials, to determine the position of lift car empirically or intuitively has limits. Therefore this paper suggest an optimum layout model of lift car minimizing the transportation distance both at site-level and floor-level using Graph theory and Dijkstra algorithm.

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건축물 시공단계에서의 온실가스 배출 관리 방안 -국내외 친환경 인증제도와 일본 현장의 대응 방안을 중심으로- (Greenhouse Gas Management Policy during Construction Execution Phase -Focused on Green Building Rating Systems and Japanese Case-)

  • 송상훈
    • KIEAE Journal
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    • 제10권5호
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    • pp.139-150
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    • 2010
  • Until now, the eco-friendly construction (green construction) has been focused on reducing environmental impacts in use(operation and maintenance) phase. Considering the environmental influence along the life cycle of construction project, the impact in execution phase is rather lower than that in use phase. However, that impact is thought to be greatly decreased by well-organized activities. Based on its urgency and requirement for timely action, this study aimed to discuss the greenhouse gas (GHG) reduction plan in execution phase from a broad perspective. To achieve this purpose, the green building rating systems in domestic and foreign countries have been reviewed, and the practice in Japan was investigated. In order to improve current on-site greenhouse gas management, the integration among construction phases, participants, and environmental factors, and institutional supports are required as well as the contractor's efforts.

Proposal of improvement measures according to the limiting factors of the use of drone technology : Cases in the construction field

  • Yoo, Soonduck
    • International Journal of Internet, Broadcasting and Communication
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    • 제13권4호
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    • pp.30-38
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    • 2021
  • This research explored methods for improvements to be made within the field of drone usage within the construction industry based on an investigation of factors which limit their efficiency and productivity. Limiting factors and improvement measures were presented in terms of technology, service, law and policy for employing drones at construction sites. Our first suggestion is, from a technical point of view, that companies need to expand professional manpower and infrastructure for systematic management. Second, in terms of service expansion, it is necessary to have management capabilities for operation such as the use of drones with enhanced safety and reinforced on-site education and personal information management. Third, in terms of legal and institutional support measures, it is necessary to prepare a plan for reforming the legal system for revitalization and to expand the training of professional manpower. This study may contribute not only to the development of drone technology, but also to effectively respond to various problems that appear at construction sites.

대구지하철 2호선 건설공사 중 발생한 사고분석 (Accident Analysis of Second Daegu Subway Line During its Construction Period)

  • 이용태;신승헌;손병창
    • 한국안전학회지
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    • 제20권4호
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    • pp.138-147
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    • 2005
  • The accidents which occurred between during february of 1997 to December of 2004 at the 2nd Daegu subway construction site have been classified. The accident types of injuries include accidental falls, falling objects which consist 53.4% of all accidents. This result is higher than the same types of accidents occurring at construction sites which are 46.3%. It was found that the 3.4 times more accidents are caused from safety measures and working methods than problems caused by lack of supervision. 78.0% of the accidents occurred at stations and at the ventilation area. 31.9% of the accidents occurred when the operation was near completion($81.0%{\sim}100.0%$) which means there was pressure to complete the operation to meet the set due date. In the case of 50.0% of the accidents were caused by workers with less than two month work experience. And lumbago is 6.9%, especially lumbago didn't showed before. Maybe accident should increase if not reduce a possibility of danger. In this study a literature search has been conducted for the cause of these accident types and respective suggestions are provided.

건설작업 자동화를 위한 실시간위치추적시스템 분석 (A Technical Analysis of Real Time Location System for Automation in Construction)

  • 김균태
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 추계 학술논문 발표대회
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    • pp.15-18
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    • 2009
  • Due to its high dependency of manpower, construction work has several difficulties in terms of quality control, imbalance of supply and demand of qualified manpower, safety management for them and improvement of production. Such problems related to the management can be at some degree solved by introducing an automation facility. Since the unique environment of a construction site in the past was not structured, it is very hard to introduce a facility to automate construction work from operation of the equipment to assignment of where to work. This is a preliminary research for automation of construction work. In this study, the trend of development of a cutting-edge technology, RTLS, was researched and analyzed in order to review the possibility of utilizing RTLS in construction work and present a control mechanism for construction equipment. Although the presented mechanism is at the concept stage, which still has lots of restrictions to be solved, the application of the RTLS will be very much feasible. That is, if linkage of the study between the RTLS and the automation of construction is built, it will be expected to contribute to many fields such as cost reduction through efficient and systemic management, the reduction of construction period and precise construction as well as raising the level of the automation of domestic construction work.

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플라즈마 공법에 의한 암석파괴의 실험적 연구 (A Experimental Study of Rock Fragmentation with Plasma Method)

  • 윤지선;김상훈
    • 한국터널지하공간학회 논문집
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    • 제4권1호
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    • pp.27-35
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    • 2002
  • 우리 나라 대부분의 토목현장에서는 암반의 굴착을 위하여 발파공법이 시행되고 있다. 발파공법은 기타 파암공법에 비하여 작업능률의 향상, 공사기간의 단축 등으로 많이 행해지고 있다. 그러나 발파작업은 발파진동, 발파소음, 비산 등으로 많은 피해를 발생하기도 한다. 따라서 본 연구에서는 미진동 공법 중에 하나인 플라즈마 공법의 특성, 파암효과 및 적용성에 대하여 검토해 보았다. 본 연구에서 나타난 플라즈마 공법에 의한 감쇠지수는 1.45~2.23이고 발파공법의 감쇠지수는 1.39~1.40으로 분석되었다. 그리고 시험파암 결과 파암지점과 계측지점과의 거리가 약 15m 이상인 지점부터는 대부분의 파암진동이 문화재나 컴퓨터 시설 등 민감한 보안물건에 대한 허용기준치인 0.2kine(cm/sec) 이내로 계측되었다. FFT(Fast Fourier Transform)분석 결과 당 현장에서 발파공법에 의해 계측된 주파수는 30~50Hz이고 플라즈마 공법의 주파수는 30~130Hz 사이에 분포하고 있다.

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비용구조분석에 의한 건축단계별 공사비용 절감방법 (The Cost Saving Method on Each Building Phase by Analyzing the Cost Structure)

  • 박근준
    • 한국건축시공학회지
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    • 제5권1호
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    • pp.97-103
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    • 2005
  • Building costs means capital costs which include cost of land, costs of acquiring and preparing the site, construction costs, professional fees, furnishings, cost of financing the project. and cost of management required to run and maintenance the building for use. There are several phases that determine the building costs : design phase, construction phase, and operation & maintenance phase. So, the cost of work could be set against the examining the full range of complexities that a building program might contain. To solve this problem, it needs to compute building cost systematically. This is still in the development stage, awaiting the organization of rational cost data base. The method of cost saving by cost control could be constituted by detailed knowledge of building costs for all possible combinations of components and subsystems that can be assembled into integration model of cost factor on each phase of project development. The model of cost saving in each building phase is available for procedures of cost control of building systems.

도시철도 소음저감시스템 시공기술 개발 (Development of Construction Technology for Noise Abatement System on Urban Railway)

  • 유재광;민준호;김효산;이달재
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.2860-2865
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    • 2011
  • Recently, the number of passengers using urban railway has been increased by reasons of the reductions of car use due to high fuel prices and the enlightenment about the environment. Above all, the noise and the vibration coming from the friction between the wheel and the rail of trains in operation which is not only a factor that hinders riding comforts but causes civil complaints. Furthermore, the noise has become social issues from tightening the relevant regulations by the government since January 2010. Although ballasted tracks were constructed on urban railways at the time of opening, they have been changed into slab tracks because slab tracks require much less maintenance. However, in view of sound absorptivity of track, slab tracks have 10 times less capability than ballasted tracks(ballasted track : 0.5~0.6/slab tracks : 0.06) results more noise than that of ballasted tracks as much as 3dB(A) since slab tracks emit more reflection noise. Therefore, in order to minimize reflection noise on slab tracks, noise abatement system has been developed as a national R&D program to apply on-site test. It is assumed that the construction technology developed in this study can be used not only as basic data for the on-site test for the noise reduction in urban railway but as an efficient construction method.

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MASW FOR QUANTIFYING CHANGE IN SHEAR WAVE VELOCITY AFTER DEEP DYNAMIC COMPACTION AT A SOIL SITE

  • ChoonB.Park;RichardD.Miller
    • 지구물리
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    • 제6권4호
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    • pp.245-259
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    • 2003
  • Two multichannel analysis of surface wave (MASW) surveys were conducted over a soil site in Tacoma Water's Green River Facility, Washington, where construction of a chemical treatment facility had been planned. The purpose of the surveys was to compare soil stiffness characterized by shear-velocity (Vs) distribution before and after Deep Dynamic Compaction (DDC) operation that was designed to improve the soil stiffness. Site soil consisted of very heterogeneous gravel and cobbles in a sand-and-silt matrix. Results from each survey are represented by two 2-D Vs maps delineating Vs variation of soil below the surveyed lines. One map was constructed from those dispersion curves that were analyzed with a significant amount of subjective judgment involved, whereas the other map was constructed from those dispersion curves analyzed with as much objective information as possible. Comparison of 2-D Vs maps indicates that Vs actually decreased after the DDC operations, possibly due to the loss (or reduction) of cohesive bonding between soil particles caused by the compaction operations.

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시공 VE기법을 적용한 철도구조물의 가치향상 사례 연구 (A Case Study on Value Improvement through applying VE Method in Stage of Railway Construction)

  • 조기연;박미연;김성훈;서종원
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.23-29
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    • 2008
  • Most VE operation related to construction project is progressed in stage of planing or design phase, especially in case of domestic. It is encouraging fact and if you have VE process in stage of planning and design, you'll have experience a reduction of about 70% of total saving cost in which total construction process may occurred. However, recently the work of construction in overseas increase and almost is only construction-work, except planning and design process. As this reason, VE process for construction-work phase only is demanded in high necessity. VE in construction phase comes to accomplish intensively in the part which the design change does not follow, through know-how, equipment operating method and method of temporary-structure erection at the established construction-site learned, builders will be the possibility of reduction from 3% to 10% in constructive expense. This paper describes VE performing example in OO company's construction-work phase, and propose the methodology of VE performance in the phase of construction. And also it is aimed to extending VE applications into the overseas construction enterprise.

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