• 제목/요약/키워드: Field Installation

검색결과 1,198건 처리시간 0.024초

현장실험에 의한 강성 지오그리드의 내시공성 평가 (Installation Damage Assessment of Rigid Geogrid by Field Tests)

  • 조삼덕;오세용;이광우
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.978-985
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    • 2004
  • Geogrid may be damaged during its installation in the filed. The installation damage mainly depends on two factors, which are materials used and construction activities. Materials relate to geogrid and soils, and construction activities are mainly related to installation of geogrid and compaction of soils. This paper describes the results of a series of field tests, which were conducted to assess the installation damage of the various geogrids according to different fill materials. After field installation damage tests, the change in tensile strength of geogrids was determined from wide width tensile tests using both damaged and undamaged specimens.

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고주파 회전자계를 이용한 역전자계 배위 설비 연구 (A Study on the Formation of Reversed Field configuration with Radio Rotating Field)

  • 김원섭
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2005년도 춘계학술대회논문집
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    • pp.228-230
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    • 2005
  • Magnetic field has been used to hold plasma at high temperature for a long time. Reverse field has shown unstable process. Using ratio frequency, the author could control the instability of the process and formed a stable erversed field.

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지오그리드의 시공중 손상 평가를 위한 실험적 연구 (Experimental Study for Installation Damage Assessment of Geogrid)

  • 조삼덕;이광우;오세용
    • 한국환경복원기술학회지
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    • 제8권1호
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    • pp.27-36
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    • 2005
  • Geosynthetic reinforcements may be damaged during its installation in the filed. The installation damage mainly depends on two factors such as materials used and construction activities. This paper describes the results of a series of field tests, which are conducted to assess the installation damage of geogrid according to different maximum grain sizes of fills (40, 60, and 80 mm). These tests are done in three sites for twelve different kinds of geogrids. After field tests, the changes in tensile strength of the geogrids is determined from wide width tensile tests using both damaged and undamaged specimens. In the results of tests, tensile strength of the relatively flexible geogrids after field installation tests was decreased about from 20% to 40% according to the increment of the maximum grain size. On the other hand, for the relatively stiff geogrids, the loss of the tensile strength after site installation was examined below 5.2% independent of the maximum grain size of the soils. The results of this study show that the installation damage significantly depends on the stiffness of geogrid and is more obvious to a flexible geogrid and a fill material having higher maximum grain size.

Improvement of the PVC Window Frame Installation Method Integrated with Gangform and Field Applicability Analysis

  • Choi, Hyo-Sung;Lee, Jeong-Ho;Yoo, Huyn-Seok;Kim, Young-Suk;Han, Seung-Woo
    • 한국건축시공학회지
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    • 제11권5호
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    • pp.482-500
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    • 2011
  • In apartment housing construction, window frame installation work, which is conducted after the structural framework, is very important, because its completion time directly affects the starting time of successive interior finishing works, as well as the overall construction period. Construction delays in interior finishing works might occur due to problems inherent to the conventional window frame installation method, such as the poor verticality of window frames, and the water leakage around them. The primary objective of this study is to analyze the problems of a 'Gangform integrated PVC window frame pre-installation method' based on its pilot test results. Next, this study proposes an improved conceptual model that enables the end users to enhance the field applicability of this method in terms of productivity, time, and cost. The field applicability of the proposed 'Gangform integrated PVC window frame pre-installation method' was also verified through a survey.

154[kV] 저소음 변압기의 현장적용 (The Field Applica1ion of The 154[kV] low Noise Transformers)

  • 권동진;구교선;우정욱
    • 조명전기설비학회논문지
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    • 제23권8호
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    • pp.124-129
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    • 2009
  • 최근 생활수준의 향상과 세계적인 녹색성장 정책으로 환경에 대한 관심이 고조되어, 전력분야에서도 환경친화적인 설비가 요구되어 지고 있다. 이에 따라 전력용 변압기도 소음저감에 대한 연구가 진행되어, 최근 55[dBA]급 154[kV] 저소음 변압기가 개발되었다. 저소음 변압기는 소음레벨은 저감되었지만, 중량 및 부피의 증가, 고무댐퍼의 적용 등이 변화가 있다. 이로 인하여 현장적용시 시험, 수송, 설치 및 운용 등에 대한 면밀한 검토가 필요한 실정이다. 따라서 본 논문에서는 효과적인 현장적용을 위해 소음레벨 기준치, 수송중량, 설치공간, 장기운용에 대한 사항을 검토하였다.

전계방출 광원용 플라나 게이트의 구동 특성 연구 (Study on the Driving property of planar gate light source)

  • 김광복;양동욱;김태현;김대준
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2008년도 춘계학술대회 논문집
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    • pp.148-150
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    • 2008
  • In this paper, we report the improved driving methode using planar-gate for field emission light source. Due to the cold cathode in field emission device, it has advantage for driving system in terms of high speed pulse driving with narrow duty ratio. This paper shows that our driving method offers the stable and reliable driving system without rapid electric field variation for field emission light source.

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운방전에 의해 발생된 전장과 자장 파형의 파라미터 분석 (Parametric analysis of the electric and magnetic field waveforms produced by intracloud lightning discharges)

  • 이복희;이우철;조성철
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2005년도 학술대회 논문집
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    • pp.281-284
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    • 2005
  • This paper deals with the parametric analysis of electric and magnetic fields generated by lightning discharges. The measuring system consisted of the plate-type electric field and loop-type magnetic field sensor, the voltage follower, the active integrator and LabVIEW software. The parameters of the electric and magnetic field waveforms produced by intracloud lightning strokes were presented.

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입도에 따른 지오그리드의 시공손상계수 산정 (Evaluation of Installation Damage Factor for Geogrid with Particle Size)

  • 임성윤;송창섭
    • 한국농공학회논문집
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    • 제52권3호
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    • pp.113-120
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    • 2010
  • Reduction factor for installation damage required to calculate design strength of geogrid used in MSEW(mechanically stabilized earth wall) design is usually obtained in the field test simulating real construction condition. However, damages occurred in geogrid during backfill work are influenced by many factors such as polymer types, unit weight per area, backfill construction method and gradation of backfill material and field test considering these factors demand lots of time and costs. In this study, factors affecting installation damage are analyzed and empirical method to evaluate reduction factor for installation damage using maximum particle size in backfill material is suggested.

다양한 현장내시공성시험에 근거한 토목섬유 보강재의 시공성 감소계수 평가 (Installation Damage Reduction Factor for Geosynthetics Reinforcements Based on Various Full-Scale Field Installation Tests)

  • 조삼덕;이광우
    • 한국지반신소재학회논문집
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    • 제17권4호
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    • pp.225-238
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    • 2018
  • 본 연구에서는 토목섬유 보강재의 시공중 손상 정도를 규명하기 위하여 국내에서 많이 사용되고 있는 주요 토목섬유 보강재 제품(7개 사의 15 종류)을 대상으로 다양한 입도의 성토재료를 적용한 현장내시공성시험을 수행하였다. 현장내시공성시험은 FHWA(2009) 지침을 참조하여 수행하였으며, 다짐시공 후 추출된 토목섬유 보강재 시료에서 인장강도 시편(크기 $0.2m{\times}1.4m$)을 최대 20개 이상 균등하게 샘플링하여 인장강도시험을 수행함으로써 시공에 따른 인장강도 감소 정도를 분석하였다. 분석 결과, 성토재료의 다짐시공으로 인한 토목섬유 보강재의 인장강도 감소 정도는 토목섬유 보강재의 종류와 성토재료의 최대입경에 크게 영향을 받으며, 비교적 강성이 작은 PET 결합형 지오그리드(PVC 코팅)의 인장강도 감소율이 가장 크게 나타났고, 전반적으로 성토재료의 최대입경이 클수록 인장강도 감소율은 더욱 크게 나타남을 알 수 있었다. 또한, 이 시험결과와 함께 기 수행된 현장내시공성시험 결과들을 분석하여 토목섬유 보강재의 시공성 감소계수를 보다 합리적으로 평가할 수 있는 방안을 제시하였다.