• 제목/요약/키워드: Backside concrete

검색결과 7건 처리시간 0.024초

원전 격납건물 라이너플레이트 배면 콘크리트 채움 여부 점검 기술 개발 (Development of Inspection Technique for Filling or Unfilling of Containment Liner Plate Backside Concrete in Nuclear Power Plant)

  • 이정석;김왕배;곽동열
    • 한국압력기기공학회 논문집
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    • 제16권1호
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    • pp.37-41
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    • 2020
  • The Nuclear containment building is a main safety-related structure that performs shielding and conservation functions to prevent highly radioactive materials from leakage to the outside environment in the case of various environmental conditions and postulated accidents. The containment building contains a reactor, steam generator, pressurizer, tank, reactor coolant system, auxiliary system and engineering safety system, and is designed so that highly radioactive materials above the limits specified in 10 CFR 100 do not escape to the outside environment in the case of LOCA(Loss of Coolant Accident) for instance. The containment metal liner plate(CLP) is a carbon steel plate with a nominal plate thickness of 6 mm, which functions as a mold for the wall and dome of the containment building when concrete is filled, fulfills airtightness to prevent leakage of seriously radioactive materials. In recent years, backside corrosion was found on the liner plate in some domestic nuclear power plants. The main cause of backside corrosion was unfilled concrete. In this paper, an inspection technique of assessing filling suitability for CLP backside concrete is developed. Results show that the validity of inspection technique for CLP backside concrete using vibration sensor is successfully verified.

온도 상승에 따른 내부 조직 특성에 관한 실험적 연구 -석고보드를 중심으로- (An Experimental Research on the Features of Interior Materials under High Temperature - Focusing on Gypsum Boards -)

  • 김광기;박선길;김우재;임남기;송병창;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.305-310
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    • 2003
  • Recently, gypsum boards are widely used as interior finishing boards for constructions because of their features of absorbing heats and little temperature rising at the early stage of fire. Therefore, in this research, basic data were suggested to secure fireproof stability by investigating interior processing features, which change together with the backside temperature of test materials from Flash Over (within 30 minutes after firing), at which temperature reaches its highest point, to survey the features of materials due to rising temperature in the chase of gypsum boards (general and fireproof gypsum boards)

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방화문 내부 심재용 경량기포콘크리트의 방화성 검토 (Reviewing the fireproofing of lightweight aerataed concrete for fire door interior cores)

  • 홍상훈;김봉주;정의인;김해나;박준서
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 가을학술발표대회논문집
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    • pp.43-44
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    • 2023
  • Fire doors installed to prevent the spread of fire in buildings are made of paper honeycomb, glass wool, and other materials. Due to their high water absorption rate, they absorb ambient moisture and degrade, and their increased weight causes them to sag internally, creating voids that can warp in the event of a fire and allow flames to pass through. To overcome these issues, research is being conducted on the physical performance of lightweight aerated concrete. However, there is a lack of research on how to ensure fire resistance. Therefore, in this study, the backside temperature of lightweight aerated concrete formulations was measured and compared and analyzied with the physical performance. Since it is difficult to achieve low density by saturation alone, aerated concrete with EPS was produced, which resulted in a density reduction of 24'26%, but the strength increase per unit cement increase was 5'25%, which tended to be lower than the formulation without EPS. The results showed that the lightweight aerated concrete with EPS was 130~140℃ lower than the lightweight aerated concrete with EPS, which is believed to be due to the melting point of EPS delayed the heat diffusion. In the future, wo plan to conduct research to identify the optimal formulation for fire door core materials by varying the amount of EPS added and using industrial by-products to increase long-term strength.

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고속비상체 충돌 및 접촉폭발에 의한 섬유보강 콘크리트의 내충격 성능 평가 (Evaluation on the Impact Resistant Performance of Fiber Reinforced Concrete by High-Velocity Projectile and Contacted Explosion)

  • 남정수;김홍섭;이인철;미야우치 히로유키;김규용
    • 콘크리트학회논문집
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    • 제25권1호
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    • pp.107-114
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    • 2013
  • 이 연구는 고속비상체의 충돌 및 에멀젼 폭약에 의한 폭발조건에서 섬유보강 콘크리트의 내충격 성능을 실험적으로 평가하는 것으로 목적으로 하였으며, 고속 충격시험은 비상체의 충돌속도는 약 350 m/s이며, 폭발실험은 시험체 표면에 폭약을 접촉시킨 상태에서 실시하였다. 그 결과, PVA, PE 및 강섬유의 혼입에 의한 섬유보강 콘크리트 시험체의 휨인장성능 증가는 고속충격 및 접촉폭발에 의한 배면파괴를 억제시켰다. 콘크리트의 내충격 성능에 있어서 배면파괴 억제는 압축강도에 비하여 휨인장성능의 영향을 크게 받는 것으로 나타났다. 또한, 고속충돌 및 접촉폭발에 의해 발생하는 콘크리트 시험체의 파괴패턴은 매우 유사한 것을 알 수 있었으며, 고속비상체에 의한 충돌실험을 통해 접촉폭발상황에 대한 시험체의 파괴패턴의 유추가 가능할 것으로 판단된다.

철도하부 비개착공법의 벽면배면토사의 미소변형에 따른 수평토압 및 응력이완영역에 관한 연구 (A study on the lateral Earth Pressure and Stress Relaxation Region According to the Infinitesimal Deformation of the Wall and Backside Earth Built by Non-excavation Method Under Railroad)

  • 박윤식;이준석;조국환
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.2393-2399
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    • 2011
  • In the case where the bottom of railroad is penetrated by non-excavation construction method, the design is performed based on the assumption that there is no displacement and no change of stress However, measurement data showed that reduction of earth pressure and relaxation of stress take place by the displacement. In this study, we investigated the earth pressure on the structure under the railroad constructed by a non-excavation method and the stress relaxation region. The design based on earth pressure is non-economical because it is an over design. Relaxation of stress may lead to road base settlement and rail irregularly due to the reduced railroad supporting stiffness, to ballast crack in the case of concrete roadbed. The result showed that it is reasonable to set the stress on the structures as active earth pressure not as earth pressure at rest. Additionally, the study on the stress relaxation region identified the regions that should be supported in future construction by a non-excavation method.

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Folding fan Production Incorporated into Engineering Education - "Monodzukuri" Learning from Traditional Technique in Japan -

  • ABE, Fujiko;OHBUCHI, Yoshifumi;SAKAMOTO, Hidetoshi
    • 공학교육연구
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    • 제22권5호
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    • pp.49-55
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    • 2019
  • Folded structure is widely applied in various engineering fields. Many of the Japanese folding fans in the Edo era (1603-1868) have been successfully blended with the processing technology of "natural materials" that is the origin of Japan's "Monodzukuri" (craftsmanship) and its application "artistic originality". The charm of a fan lies in the diversity of stereoscopic expression not born in plane representation. For example, the effects of folds, the expression of the front and back sides flowing from the front to the back by double-sided description, and the two-layer effect of raising the backside from the surface using the permeability of Japanese paper, the calculated depiction are also seen. Moreover, by handling the fan, it also produced an illusion effect which skillfully calculated the change due to movement of the viewpoint. Students experience the natural materials such as Japanese paper, bamboo and starch paste, which are the materials of paint and fan at the time, and processing method, and know the difference with the current one. This study is to verify the effectiveness of engineering education which gains experience by making concrete fans and to understand deeply this traditional technology with the artistry of a Japanese fan at the same time. And we can learn from the characteristics of the fan to Japan's history and culture.

방호·방폭 보강용 복합섬유 패널 제작을 위한 기초연구 (Basic Study on Fiber Composite Panel Production for Impact·Blast Resistant)

  • Kim, Woonhak;Kang, Seokwon;Yun, Seunggyu
    • 한국재난정보학회 논문집
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    • 제11권2호
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    • pp.235-243
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    • 2015
  • 콘크리트 구조물의 방호 방폭성능을 향상시키기 위한 보강방법으로 배면보강이나 콘크리트 재료의 물성보강에 따른 방법과, 구조 부재나 지지물 등을 추가로 설치하여 저항성능을 향상시키는 방법 등을 고려하였을 때 경제적인 측면과 구조적인 측면에서 효율성이 떨어진다. 본 논문에서는 패널의 각 단층 구성 재료에 고인장, 경량화, 부착성능, 내화성능 등을 향상시켜 단층 각각의 개별적인 특수 성능과 복합패널 구성물로서의 방호방폭 성능을 극대화 할 수 있는 섬유복합패널 외피와 충전제로서 나노복합소재 및 접착제에 대한 기초 연구를 수행하였다. 그 결과 섬유복합패널 외피(아라미드-폴리에스터 비 6:4, 6.5:3.5)의 최대 인장강도 2,348MPa, 최대 신율 1.8%의 값을 얻었고, 나노복합소재와 접착제를 혼합한 충전제의 최대 인장전단접착강도 4MPa을 얻었다. 또한 나노복합소재로 제작한 충전제는 보통포틀랜드시멘트의 30%의 경량화의 결과를 얻었다.