• 제목/요약/키워드: Ground Equipment

검색결과 739건 처리시간 0.025초

무기체계 구성장치의 연결성 제어 및 자율 재구성을 위한 플러그앤플레이 프레임워크 (Plug-and-Play Framework for Connectivity Control and Self-Reconfiguration of Weapon System Components)

  • 장혜민;강석종;조영걸;윤주홍;윤지혁
    • 한국군사과학기술학회지
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    • 제24권3호
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    • pp.328-338
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    • 2021
  • A study on common modular design based on open standards to reduce the life cycle cost of ground weapon system is underway. Since the ground weapon system includes major mission equipment such as fire control system, it is essential to apply the concept of fault tolerance through automatic reconfiguration and blocking unspecified equipment through connectivity control. However, it is difficult to generalize due to the difference in operating characteristics for each system. In this paper, we propose a plug-and-play framework, which includes plug-and-play architecture and mechanism. The proposed method can be used in common by the application of each component as it is divided into a common service layer. In addition, the proposed connectivity control and autonomous reconfiguration method facilitates reflection of operating characteristics for each system. We constructed a verification environment that can simulate ground weapon systems and components, and verified that the proposed framework works through scenario-based functional tests.

지표투과레이더와 공동형상화 장비를 이용한 공동채움량 산정 연구 (A Study on the Calculation of Cavity Filling Amount Using Ground Penetrating Radar and Cavity Shaping Equipment)

  • 홍기권;김상목;박정준
    • 한국재난정보학회 논문집
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    • 제18권2호
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    • pp.261-268
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    • 2022
  • 연구목적: 지표투과레이더 탐사에 의해 발견된 공동의 경우, 정확히 예측된 공동의 체적에 상응하도록 주입재를 충분히 채우고 강도를 발휘하게 함으로써 안정성을 확보하여 지반함몰을 예방하여야 한다. 연구방법: 지표투과레이더 탐사에 의한 공동파형 분석 방법과 공동형상 촬영장비를 이용한 방법을 바탕으로, 공동의 규모와 형상이 불규칙한 실제 공동을 실측하여 긴급복구시 주입재의 공동채움량을 산정하였다. 연구결과: 지표투과레이더 탐사에 의한 방법과 공동형상화 장비를 활용한 공동 규모 산정을 통하여 공동규모 및 토피에 따른 주입재 채움량과의 상관관계를 분석하여 예상 채움량을 제시하였다. 결론: 공동형상화 장비에 의해 실측된 공동체적은 지표투과레이더 탐사에 의한 공동 체적의 20% ~ 40% 범위로 나타났다. 또한, GPR탐사에 의해 예측된 공동규모 대비 주입재 채움량은 약 60% ~ 140% 범위였으며, 공동 형상화 장비에 의한 공동규모 대비 주입재 채움량은 약 260% ~ 320%로 확인되었다.

천공장치를 이용한 배수설비 연결관 시공 기술에 관한 연구 (A Study for Drainage Pipe Construction Method using a Boring Machine)

  • 장재구;강선홍;김동은;정태호
    • 상하수도학회지
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    • 제25권6호
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    • pp.869-875
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    • 2011
  • Ministry of Environment has been promoting BTL business of the sewer rehabilitation which continues from 2005 up to now. Sewer rehabilitation is classified into three parts : wastewater pipe rehabilitation, rainwater pipe rehabilitation and drainage equipment rehabilitation. Drainage equipment rehabilitation is that drainage pipe connects wastewater pipe directly without water-purifier. In the drainage equipment construction, it is inevitable to have the damage of ground structures(wall, gate and U drain, etc) when an open excavation method is used. Therefore it is necessary to develop non-excavation method to connect drainage pipe and wastewater pipe like jacking method to avoid the damage of ground structure. This paper has conducted an analysis of the non-excavation method using a boring machine attached to backhoe, which is issued the verification certificate of environmental technology according to the Development of and Support for Environmental Technology Act, article.7. The index set in this analysis was sectionalized to the condition of construction, the grade of drainage pipe, the size of excavated hole, the amount of waste cement concrete and asphalt concrete and the benefit effect compared to open excavation method.

선로변 시설물 차상제어를 위한 차상중심 열차제어시스템의 통신 연속성 시험 (Communication Consecutive Test of Train Oriented Control System for Wayside Equipment Control)

  • 백종현
    • 전기학회논문지
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    • 제63권5호
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    • pp.703-712
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    • 2014
  • To improve the efficiency and safety of railway systems, the train control system has been considerably evolved from the ground-equipment-based control system (e.g. track circuit, interlocking system, etc.) into the on-board-equipment-based control system. In addition, this train control system enables the rolling stock to intelligently control the trackside facilities by introducing the information and communication technologies (ICT). Accordingly, since the ICT-based train control system makes the railway system be simplified (i.e. the heavy ground-equipment can be removed), the efficient and cost-effective railway system can be realized. In this paper, we perform the feasibility test of the ICT-based train control system via a simulation. To this end, we have developed the prototypes of the on-board controller and wayside object control units which control the point and crossing gate and performed the integrated operation simulation in a testbed. In this paper, before the field test of the on-board-controller-based train control system, we perform the Consecutive operation test for prototypes of the on-board controller, wayside object control units and local control computer.

지반-구조물-설비 상호작용을 고려한 지진응답 특성에 관한 해석적 연구 (An Analytical Study on Seismic Response Characteristics Considering Soil-Structure-Equipment Interaction)

  • 오현준;김유석
    • 한국지진공학회논문집
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    • 제27권6호
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    • pp.253-263
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    • 2023
  • Non-structural elements, such as equipment, are typically affixed to a building's floor or ceiling and move in tandem with the structure during an earthquake. Seismic forces acting upon non-structural elements traverse the ground and the building's structure. Considering this seismic load transmission mechanism, it becomes imperative to account for the interactions between soil, structure, and equipment, establishing seismic design procedures accordingly. In this study, a Soil-Structure-Equipment Interaction (SSEI) model is developed. Through seismic response analysis using this model, how the presence or absence of SSEI impacts equipment behavior is examined. Neglecting the SSEI aspect when assessing equipment responses results in an overly conservative evaluation of its seismic response. This emphasizes the necessity of proposing an analytical model and design methodology that adequately incorporate the interaction effect. Doing so enables the calculation of rational seismic forces and facilitates the seismic design of non-structural elements.

GREENHOUSE GAS EMISSIONS FROM ONSITE EQUIPMENT USAGE IN ROAD CONSTRUCTION

  • Byungil Kim;Hyounkyu Lee;Hyoungbae Park;Hyoungkwan Kim
    • 국제학술발표논문집
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    • The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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    • pp.286-291
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    • 2011
  • Onsite usage of construction equipment accounts for a 6.8% of air pollution in Korea. The high concentration of carbon dioxide in such emissions impact not only climate change, but also people's health. However, greenhouse gas emissions from onsite equipment usage have not yet been fully investigated. This study presents a comparative analysis on how much greenhouse gas is generated by various equipment types used in different construction activities. Two ongoing cases which involve a typical road construction project in Korea were selected for the comparison purpose. Greenhouse gas emissions from each onsite equipment usage of the different activities were estimated on the ground of design documents. The estimates were compared and analyzed to derive the main sources of greenhouse gas emissions. The result showed that earthwork constituted the largest part-more than 90%-among work types. Dump truck, bulldozer, and loader were major sources for such emissions. The study results are expected to be used as a basis for reduction of greenhouse gas emission from onsite equipment usage.

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연약지반 개량 시공의 실제와 문제점 (The Reality and Problem of Soft Ground Improvement Construction)

  • 최귀봉;황성원;김종렬
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.672-679
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    • 2008
  • During recent years, the large soft ground improvements very rapidly increase with industrial development and it is the types and scales of structure that is enlarged by degree. Then, we must enter construct equipment to improve soft ground and we fulfilled works by carrying out soft clay soil to gain trafficability for them. For improving the soft ground, we lay geotextile on soft clay ground and fill the filter sand that can drain the pore water. Then, we landfill cover soil for come by trafficability of construction tools. Ater that we penetrate vertical drain for dehydration through soft ground. there are very complicated works. For these reason we suggest the methods of soft ground improvement constructions.

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하나의 큰 태양전지판에 적합한 전개시험장치 개발 (Development of Deployment Test Equipment Suitable for Single Large Solar Panel)

  • 문홍열;박상호
    • 한국항공우주학회지
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    • 제46권7호
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    • pp.583-591
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    • 2018
  • 본 논문에서는 하나의 큰 태양전지판 전개시험을 위해 새로운 전개시험장치를 제안하였다. 지상에서 전개시험을 수행하기 위해서는 궤도에서와 유사한 무중력 환경을 만들기 위해 중력 보상을 고려한 장치를 사용해야 한다. 기존에 주로 사용되는 전개시험장치를 시험하고자 하는 태양전지판 전개에 적용 가능한지 판단하기 위해 간단한 개념설계, 해석 그리고 시험 등을 통해 장단점을 분석하였다. 지상 시험의 문제점인 공기저항 문제를 해결하기 위해 더미 프레임을 제안하였으며 중력축과의 정렬 문제를 해결하기 위해 전개 장치에 자동조심 베어링 및 조절나사를 적용하였다. 그리고 테잎 스프링 힌지축의 변화를 보상하기 위해 반지름 방향 이동을 위한 수평 이동 베어링이 적용되었다. 이로부터 본 논문에서 전개하고자 하는 태양전지판에 특성화된 새로운 전개시험장치를 개발하고 검증함으로써 기존 전개시험장치의 문제점을 해결하였다.

터널막장 전방 파악을 위한 TSP(Tunnel Seismic Prediction) 탐사 사례 연구 (Application of TSP Suvey to Predict the Ground Conditions Ahead of Tunnel Face)

  • 조성원;이효;유재원;김도훈;남승혁
    • 화약ㆍ발파
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    • 제31권2호
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    • pp.40-49
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    • 2013
  • 터널 막장전방의 지반조건을 예측하는데 굴절법 탄성파탐사가 주를 이루어 왔으나, 최근에는 탄성파탐사 기기 및 기법의 발전에 힘입어 시추공을 이용한 토모그래피 등이 활발히 적용되고 있다. 본 논문은 TSP (Tunnel Seismic Prediction) 탐사장비를 이용하여 막장전방의 지반조건을 예측함으로써 암질 변화구간이나 단층, 파쇄대등 지질이상대를 파악하여 터널 굴착 시 시공 및 안정상의 문제점을 예방하는데 목적이 있다. 본 연구에서는 ${\bigcirc}{\bigcirc}$-${\bigcirc}{\bigcirc}$ 도로개설현장에서 적용된 TSP탐사에 의한 터널전방의 지질이상대를 파악한 사례로 막장탐사 방법의 타당성을 살펴보고자 하였다.

KSLV-I 소형위성발사체 발사장 시스템설계(Ⅰ)

  • 이영호;진승보;서진호;홍일희;조광래
    • 항공우주기술
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    • 제3권2호
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    • pp.98-103
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    • 2004
  • 국내 최초로 개발 중인 소형위성발사체인 KSLV-I은 국내 우주발사체 연구개발의 기본 토대로서 개발의 성공여부가 국가우주개발중장기계획을 완수하는데 대단히 중요한 역할을 담당할 것이다. 현재 건설 중인 고흥 우주센터 발사장에는 발사체의 단별조립, 총 조립, 점검, 인증시험 및 발사 사전시험 등을 효율적으로 수행하기 위한 발사체 조립시설, 발사대, 추진제 공급시설, 발사통제시스템 및 부대시설 등의 지상장비를 개발하고 제작, 구축 후 운용할 예정이며 본 논문에서는 발사장 시스템 설계에 대해 제시하였다.

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