• 제목/요약/키워드: Mock-Up Test

검색결과 355건 처리시간 0.028초

150MPa급 초고강도 노출콘크리트의 현장적용에 관한 연구 (A Study on Field Application of 150MPa Ultra Strength Surface-Exposed Concrete)

  • 공태웅;이수형;장재환;이한백
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.989-992
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    • 2008
  • 본 연구에서는 선일공업(주)의 축적된 기술력을 바탕으로 초고강도(150MPa급) 콘크리트를 당사 기술 연구소 신축시 노출콘크리트에 적용함으로써, 이에 대한 사례를 소개하고자 한다. 현장적용에 앞서 실내실험 및 레미콘 배치플랜트 실험(이하 B/P Test)을 통해 콘크리트의 기초물성(슬럼프플로우, 공기량, 50cm도달시간, 경시변화, 압축강도) 및 생산성을 평가하였으며, 다음으로 실구조물과 동일한 벽체두께 거푸집종류 노출콘크리트용 콘 등을 고려하여 제작한 모의부재를 대상으로 Mock-up Test를 실시하여 충진성, 표면마감성(육안관찰) 및 수화열을 평가하였다. 그 결과 슬럼프플로우, 공기량, 50cm도달시간, 경시변화 및 압축강도는 요구조건에 만족한 결과를 보였으며, 수화열 계측결과는 온도균열지수 0.78로 유해한 균열발생을 제한할 지수를 나타냈다. 현장타설시 초고강도 콘크리트의 높은 단위용적중량으로 인해 거푸집 터짐현상이 발생하였기 때문에, 재타설시에는 재발방지를 위해 거푸집을 보강하고 타설시간을 조정하였다. 또한 노출표면의 극대화를 위해 저주파(1차) 및 고주파(2차)로 2회에 걸쳐 진동다짐을 실시하였지만 표면곰보가 발생하였다. 따라서 향후 초고강도 콘크리트를 노출콘크리트에 적용할 경우, 다양한 변수조건에 대한 체계적인 시공관리계획 및 시공방법개선이 중요할 것으로 판단된다.

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An Automatic Diagnosis Methods for Impact Location Estimation

  • 김정수;류준
    • 전기전자학회논문지
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    • 제3권1호
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    • pp.101-108
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    • 1999
  • 본 논문은 금속파편이 발생시 금속파편의 위치를 추정하기위한 위치 추정 알고리즘을 제안한다. 이 추정 알고리즘은 자동화된 알람 구별부와 위치 추정부로 구성된다. 알람 구별부는 충격 신호인지 거짓 충격 신호인지를 구별하는 기능을 수행하며, 위치 추정부는 충격신호로부터 충격신호의 시작점을 찾아내어 위치를 추정한다. 이 알고리즘의 타당성을 검증하기위해 원자로 Mock-up 상에서 실험한 결과 위치 추정값 과 실제 충격값이 약 10 % 이내의 오차율을 보였다.

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구동형 프로토타입의 쉽고 빠른 제작을 위한 인터랙티브 툴 킷 -상용 소프트웨어와 연동이 되는 모듈 형 하드웨어 툴 킷 개발을 중심으로- (Research of the Toolkit for easy and rapid prototyping)

  • 장선연;임수현;한민수
    • 한국HCI학회:학술대회논문집
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    • 한국HCI학회 2009년도 학술대회
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    • pp.1020-1023
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    • 2009
  • 과거의 프로토타입은 디자인 외형 중심의 구현에 초첨을 맞추어 기능을 뺀 디자인 목업(design mock-up) 형식이 주류를 이루고 있었다면, 근래에는 사용자 인터페이스를 고려하는 외형뿐만 아니라 실제 구동이 가능한 구동형 프로토타입이 늘어가고 있다. 본 연구에서는 구동형 프로토타입을 제작하는데 있어 디자이너들이 직접 제작하는데 진입장벽이 높았던 하드웨어 부분을 모듈화하여 기존의 상업용 GUI 디자인 툴인 Adobe Flash 와 호환이 가능한 툴 킷을 개발하였다. 본 연구의 성과물을 통해 전체 디자인 프로세스에서 프로토타입 시스템을 만드는 시간을 상대적으로 줄이고, 안정된 시스템을 빠르게 제작할 수 있는 기반을 마련하는데 초점을 두었다.

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초고강도 콘크리트를 이용한 CFT실물대 실험 (An Experimental Study on the Mock-up test take advantage of the High Strength Concrete)

  • 손영준;김재은;양동일;정근호;임남기;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.458-461
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    • 2004
  • The column for Steel Framed Reinforced Concrete Structure (SFRCS) and the column for Reinforced Concrete Structure (RCS) could be the most common building structure. The increasing of the need for massive space hasaffected the size of building components for supporting the massive structure. However, the changing of components size makes inefficient space of building. Hence. to meet the need for acquiring efficient space comparing the budget and cost the new structure method, Concrete Filled Tube Steel (CFT), was developed. CFT is the structure for which steel tube instead of other materials such as wood for holding concrete is used. The most benefit of this one is to help in reducing the size of the building components and local buckling because of tube steel holding concrete. For this reason, this research will examine the probability of applying CFT on construction sites by using the concrete $(800kg/cm^2)$ especially for CFT through the data from the real size mock-up.

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Improvement of Condensation Performance in Corridor Type Apartment Door

  • Lee, Sungbok;Hwang, Hajin
    • Architectural research
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    • 제10권1호
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    • pp.33-39
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    • 2008
  • Condensation has mainly occurred in corridor type apartment door which is exposed to the outside air and is made of steel, which has high thermal conductivity. As a result, the total costs of repair have increased with the number of disputes with residents. In this study, therefore, we investigate materials and construction methods used in apartment door, perform a computer simulation to find out possible improvements, and then suggest the dew point to prevent the occurrence of condensation throughout simulation. The results indicate that the temperature that condensation does not occur is $15.4^{\circ}C$, and the optimum method of achieving this dew point is shown to be a door frame system including a large vertical slot to decrease the area of thermal conduction between the outer and inner portions of the door frame. Mock-up tests show that the surface temperature of the door frame was higher than the dew point, and the system can withstand severe cold conditions of $-20^{\circ}C$. In application test, the surface temperature of door frame with vertical slots is $5.9^{\circ}C$in average, which is higher than the existing door frame. Furthermore, in the temperature distribution of the surrounding door measured with infrared ray camera, the existing door shows the high temperature distribution indicating lack of insulation, but the improved door shows the low temperature distribution indicating higher insulation.

시멘트 및 거푸집 종류에 따른 매스콘크리트의 내구성 및 수화발열특성에 관한 실험적 연구 (An Experimental Stuty on Mass Concrete Durability & Hydration Heat Generation Characteristics according to Kinds of Cement & Form)

  • 김강민;문상봉;송용순;강석화;최삼순;조용연
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.359-360
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    • 2009
  • 본 연구는 실제 현장 적용 타설고를 고려한 Mock-up 시험을 통해 슬래그 시멘트와 저발열 시멘트 및 유로폼과 리브라스 거푸집 적용에 따른 매스콘크라트의 거동을 알아보고자 하였다. 먼저 시험체의 수화열 계측을 실시하여 각각의 수화발열특성을 살펴보았다. 모르타르 유출량 시험, 코어 및 표준수중양생 공시체의 압축강도, 염소이온침투저항생시험을 통한 내구성을 비교하여 해양 환정에 노출된 매스콘크리트 타설 시 공기단축 및 수화열 저감, 내구성 확보와 같은 안정적 품질확보를 위한 기초자료를 제공하는데 그 목적을 두었다.

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Comparison of Strength-Maturity Models Accounting for Hydration Heat in Massive Walls

  • Yang, Keun-Hyeok;Mun, Jae-Sung;Kim, Do-Gyeum;Cho, Myung-Sug
    • International Journal of Concrete Structures and Materials
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    • 제10권1호
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    • pp.47-60
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    • 2016
  • The objective of this study was to evaluate the capability of different strength-maturity models to account for the effect of the hydration heat on the in-place strength development of high-strength concrete specifically developed for nuclear facility structures under various ambient curing temperatures. To simulate the primary containment-vessel of a nuclear reactor, three 1200-mm-thick wall specimens were prepared and stored under isothermal conditions of approximately $5^{\circ}C$ (cold temperature), $20^{\circ}C$ (reference temperature), and $35^{\circ}C$ (hot temperature). The in situ compressive strengths of the mock-up walls were measured using cores drilled from the walls and compared with strengths estimated from various strength-maturity models considering the internal temperature rise owing to the hydration heat. The test results showed the initial apparent activation energies at the hardening phase were approximately 2 times higher than the apparent activation energies until the final setting. The differences between core strengths and field-cured cylinder strengths became more notable at early ages and with the decrease in the ambient curing temperature. The strength-maturity model proposed by Yang provides better reliability in estimating in situ strength of concrete than that of Kim et al. and Pinto and Schindler.

주거건물의 급탕방식별 급수.급탕헤더시스템 적용방안에 관한 연구 (A Study on the Application Method of Cold & Hot Water Manifold System for Hot Water Supply System in Residential Buildings)

  • 차민철;제성호;석호태
    • 한국주거학회논문집
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    • 제19권1호
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    • pp.79-88
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    • 2008
  • Hot water is used by having a wash, dishes, taking tub and drinking water in residential buildings, and the use objective is to raise comfort of human body sense, washing and sterilization effect and so on. Cold & hot water supply system is understanded simpler than HVAC systems relatively, so it is true that pace of performance improvement is slower than other systems for plan and technical development. In this study, the performance evaluations are conducted under the condition of composition ratio by 1:1 for cold & hot water supply manifold system using functionally complex valves such as constant flow regulating valve and 3-way mixing valve in the area of $105.6m^2$ apartment which consist of the largest part of the whole apartment. Also, flow rate related to simultaneous use of faucets and change of hot water temperature are compared with the existing method.

수직형 라이트파이프의 채광성능에 관한 예비평가 (Preliminary Field Test on Daylighting Performance of Perpendicular Light Pipe System)

  • 신혜미;박훈;김정태
    • KIEAE Journal
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    • 제8권1호
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    • pp.53-60
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    • 2008
  • The daylighting affects on the human biological cycles and physiological alterations. Daylighting is also an important element in visual comfort and it sometimes influences the quality of vision. Therefore the absence of natural light during the day brings contradictory result. To solve the problems of natural light lack and provide sufficient daylight in interior spaces, it might be necessary to apply some daylighting systems. One of these systems, light pipe system, which is simple, cheep and easily constructed, is very useful to apply for small buildings. The light pipe is simple means of directing daylighting (diffuse and direct lighting)into interior space. In order to application of light pipe system in Korea, it is necessary to optical data of light pipe system. This study aims to evaluate preliminary experiment of the daylighting environment of light pipe system. Light pipe system, that aspect ratio is 1:2(diameter and length), was installed in a windowless mock-up with $27m^2$. The mock-up model was constructed as a prototype of Korean office surface. Illuminance was measured with a Topcon IM-5 Luxmeter to evaluate the distribution of the illuminance on a floor. The indoor and outdoor illuminance and the internal/external illuminance ratio are compared to discuss with in the graphs. Luminance was measured with Radiant imaging Promertric 1400 that is digital photometer to evaluate the distribution of luminance on interior surface. The contrast of luminance is discussed with table and graphs.

밀폐 박스거더형 무도장 내후성강 교량의 부식취약부에 대한 방식대책 연구(II) (The anti-corrosion study on the corrosion-sensitive areas of unpainted weathering steel bridges with closed box girder(II))

  • 송창영;이의호;이제현;박현출;최재석;노영태
    • Corrosion Science and Technology
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    • 제12권4호
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    • pp.191-197
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    • 2013
  • This study is the second stage of developing the corrosion control technical manual about unpainted weathering steel bridge with closed box girder structures. This paper contains selection of corrosive sealant to apply into crevice of upper flange, injecting test of sealant at mock-up equipment with various condition, evaluation of experiment result. Through the experiment of injection of sealants into crevice of mock-up equipment, it is proved that the tar sealant injecting corrosion control method is useful to protect corrosion at box girder upper flange corroded by remaning rain water with calcium chloride.