• 제목/요약/키워드: outside wall

검색결과 353건 처리시간 0.026초

일사열 배제를 위한 통기벽체 적정 길이에 대한 검토 (A Study on the optimal length of air cavity for Solar heat removal with Air-Vent System)

  • 김상진;금종수;최광환;신병환;정용현
    • 한국태양에너지학회 논문집
    • /
    • 제24권2호
    • /
    • pp.33-38
    • /
    • 2004
  • Outside wall systems we lost much energy from the dew of thermal bridge and unsuitable adiabatic construction. The air vent wall system can make reduce cooling loads from the outside wall in summer. The basic concept is connected with buoyant force by the difference of density. An external surface of a wall absorbs solar radiation, and transfers it to the air in the cavity. The warmed air gets buoyant force. So the warmed air is released through the top opening and cooler outside air replaces the space in the cavity. So because of the cavity and the openings, the cooling load reduction by natural ventilation is believed to be considerable. The purpose of this study is finding optimal length of air cavity by numerical analyses.

사무소 건축물의 열손실 사례연구 (Heat Loss the Case Study of Office Building)

  • 김경아;김봉주
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
    • /
    • pp.51-54
    • /
    • 2011
  • 본 논문은 1990년대 ~ 2011년 시공중인 건축물의 커튼월의 단열성을 평가하기 위하여 내외 표면 온도를 측정하여 부위별 온도 차이를 분석하였다. 유리면이나 단열층이 있는 표면보다 커튼월의 프레임 (멀리온 바 및 스팬드럴 바)의 온도는 동절기 외부평면의 경우 6℃~10℃ 정도 높게 나타났다. 또한, 같은 프레임에서도 앵커유닛이 있는 부위가 다른 프레임보다 2℃~3℃ 더 높게 나타나 보다 큰 열 손실이 일어나고 있는 것으로 나타났다.

  • PDF

해안매립지에서의 추적자시험 및 수위변화특성 연구

  • 이진용;황대규;이명재;최예권;김정우;이강근
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
    • /
    • pp.221-224
    • /
    • 2002
  • To demonstrate prevention of the leachate leakage out of the landfill with creating inward hydraulic gradient, a tracer test and continuous waterlevel monitoring at the Inside and outside of the barrier wall of a costal landfill were peformed. When the tracers were injected into the well outside of the vertical wall system with high water level, then they were detected at the well inside of the system with low water level. Furthermore the lowered water level at the inside of the landfill than that at the outside prevented leachate leakage out of the landfill. This study reports results of the tracer test and waterlevel monitoring.

  • PDF

막냉각에 따른 추력실의 냉각 성능 (The Cooling Performance of Thrust Chamber with Film Cooling)

  • 김선진;정해승
    • 한국군사과학기술학회지
    • /
    • 제9권1호
    • /
    • pp.117-124
    • /
    • 2006
  • Experiments on film cooling were performed with a small scale rocket engine homing liquid oxygen (LOx) and Jet A-1(jet engine fuel). Film coolants(Jet A-1 and water) were injected through the film cooling injector. Film cooled length and the outside wall temperature of the combustor were determined for chamber pressure, and the different geometries(injection angle) with the flow rates of film coolant. The loss of characteristic velocity due to film cooling was determined for the case of film cooling with water and Jet A-1. As the coolant flow increases, the outside wall temperatures decrease but the decrease in the outside wall temperatures reduced over the 8 percent film coolant flow rate. The efficiency of characteristic velocity was decreased with the Increase of the film coolant flow rate.

내부와 외부에서 증발과 응축이 발생하는 수직관에 대한 유동 해석 (Film Flow Analysis for a Vertical Evaporating Tube with Inner Evaporation and Outer Condensation)

  • 박일석
    • 대한기계학회논문집B
    • /
    • 제32권8호
    • /
    • pp.621-628
    • /
    • 2008
  • A numerical study for the flow, heat and mass transfer characteristics of the evaporating tube with the films flowing down on both the inside and outside tube walls has been carried out. The condensation occurs along the outside wall while the evaporation occurs at the free surface of the inside film. The transport equations for momentum and energy are parabolized by the boundary-layer approximation and solved by using the marching technique. The calculation domain of 2 film flow regions (evaporating and condensation films at the inside and outside tube wall respectively) and tube wall is solved simultaneously. The coupling technique for the problem with the 3 different regions and the 2 interfaces of them has been developed to calculate the temperature field. The velocity and temperature fields and the amount of the condensed and evaporated mass as well as the position where the evaporating film is completely dried out are successfully predicted for various inside pressures and inside film inlet flow rates.

침식-부식에 의해 감육된 배관의 파손거동에 미치는 감육위치의 영향 (Effect of Local Wall Thinned Location due to Erosion-Corrosion on Fracture Behavior of Pipes)

  • 안석환;석금철;남기우
    • 한국해양공학회지
    • /
    • 제21권1호
    • /
    • pp.51-58
    • /
    • 2007
  • This study on the effects of local wall-thinned location on the fracture behavior of pipes was carried out, and the results were compared with the analytical results. Local wall-thinning for the bending test was machined with various sizes on the outside of pipes, in order to simulate the metal loss, due to erosion/corrosion. In addition, we had carried out FE analysis for the pipes with local wall thinning on the inside, and its results were comparatively studied with that of the outside. Three-dimensional elasto-plastic analyses were able to accurately simulate fracture behaviors of inner or outer wall thinning. Fracture types, obtained from the experiments and analyses, could be classified into ovalization, local buckling and crack initiation, depending on the thinned length and thinned ratio. Based on the results, the fracture behaviors of pipes with the outer wall thinning can be applied to estimate the fracture behaviors of pipes with the inner wall thinning.

비경화성 점착 방수제와 보강메쉬를 이용한 지하 외방수 공법에 관한 연구 (A Study on the Outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity WaterproofBusiness)

  • 문유석;이신춘;권기주;오상근
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
    • /
    • pp.213-217
    • /
    • 2009
  • Underground structures are built into concrete like a architecture and public works. Concrete has watertightness as such, But buildings are leaking from the cracks. Recently, construction method do a lot of close construction in the downtown area. So architects are using the method for the outer layer of a two-layer wall to save spaces. They have been using Top-down method and waterproof agent method and others to outer layer of a two-layer wall method. But, There are many leakage in underground structure from lack on requirements performance of materials. Therefore, I hope to test the outside Waterproof Method of Ground using Wire-mesh and Non-hardening Viscosity Waterproof. In addition to, I wish to apply as outside waterproof method for the section for the outer layer of a two-layer wall in underground structure.

  • PDF

Curtain-wall공사에 있어서 Mock-up Test 건축공사표준시방서의 개선 방안에 관한 연구 (A study on the improvement of The standard specifications for Mock-up Test in the Curtain-wall construction)

  • 이진만;강재왕;손용근;김창덕
    • 한국건설관리학회:학술대회논문집
    • /
    • 한국건설관리학회 2003년도 학술대회지
    • /
    • pp.491-494
    • /
    • 2003
  • 외벽을 형성하는 Curtain-wall은 비, 바람 등 자연의 기후 조건 및 주번 여건에 충분히 견딜 수 있도록 설계, 제작, 시공되어야 한다. 그러므로 전반적인 성능을 확인하기 위한 Mock-up Test는 최근에 들어서 고층 건물 및 중요도가 높은 경우 거의 일반화가 된 상황이다. 그러나 현재 Mock-uP Test의 시방서는 외국에 비해 미약하여 시방서 상으로 인한 분쟁사례가 많이 발생하고 있다. 또한 시방서 상의 표현에 있어서 불명료함으로 인하여 적용함에 있어 문제가 발생하고 있다. 따라서 현 Mock-up Test 시방서에 대한 조사를 통해 그 문제점들을 살펴보고 외국의 사례와 비교 검토하여 그 개선방안에 대한 검토를 해보고자 한다.

  • PDF

지하 구조물에 적용되는 역타설용 방수시트재의 성능 평가에 관한 연구 (A study on waterproofing method using waterproofing sheet Top-Down method in underground structure)

  • 송제영;곽규성;김정일;오상근
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
    • /
    • pp.301-304
    • /
    • 2005
  • The waterproofing in slab and wall of underground structure, have a couple of construction methods which are inside waterproofing methods for inner surface, and outside waterproofing methods for out wall and slab surface waterproofing. In resent years, however, it has been adapted the inside waterproofing construction method, as increasing of construction expenses cost and low workability and technology, nevertheless, outside waterproofing has set a most high value construction method. In inside waterproofing construction method, it is difficult to repair and assure durability and safety for concrete which has direct water-press. So, It is necessary for adopt the outside waterproofing method.

  • PDF

MCNP 시뮬레이션을 통한 450 kVp 엑스레이 튜브의 콘크리트 차폐벽 두께 계산 및 반가층 방법을 이용한 계산과의 결과 비교 (Calculation of Concrete Shielding Wall Thickness for 450 kVp X-ray Tube with MCNP Simulation and Result Comparison with Half Value Layer Method Calculation)

  • 이상헌;허삼석;이은중;김찬규;조규성
    • 방사선산업학회지
    • /
    • 제10권1호
    • /
    • pp.29-35
    • /
    • 2016
  • Radiation generating devices must be properly shielded for their safe application. Although institutes such as US National Bureau of Standards and National Council on Radiation Protection and Measurements (NCRP) have provided guidelines for shielding X-ray tube of various purposes, industry people tend to rely on 'Half Value Layer (HVL) method' which requires relatively simple calculation compared to the case of those guidelines. The method is based on the fact that the intensity, dose, and air kerma of narrow beam incident on shielding wall decreases by about half as the beam penetrates the HVL thickness of the wall. One can adjust shielding wall thickness to satisfy outside wall dose or air kerma requirements with this calculation. However, this may not always be the case because 1) The strict definition of HVL deals with only Intensity, 2) The situation is different when the beam is not 'narrow'; the beam quality inside the wall is distorted and related changes on outside wall dose or air kerma such as buildup effect occurs. Therefore, sometimes more careful research should be done in order to verify the effect of shielding specific radiation generating device. High energy X-ray tubes which is operated at the voltage above 400 kV that are used for 'heavy' nondestructive inspection is an example. People have less experience in running and shielding such device than in the case of widely-used low energy X-ray tubes operated at the voltage below 300 kV. In this study, Air Kerma value per week, outside concrete shielding wall of various thickness surrounding 450 kVp X-ray tube were calculated using MCNP simulation with the aid of Geometry Splitting method which is a famous Variance Reduction technique. The comparison between simulated result, HVL method result, and NCRP Report 147 safety goal $0.02mGy\;wk^{-1}$ on Air Kerma for the place where the public are free to pass showed that concrete wall of thickness 80 cm is needed to achieve the safety goal. Essentially same result was obtained from the application of HVL method except that it suggest the need of additional 5 cm concrete wall thickness. Therefore, employing the result from HVL method calculation as an conservative upper limit of concrete shielding wall thickness was found to be useful; It would be easy, economic, and reasonable way to set shielding wall thickness.