• 제목/요약/키워드: architectural glass

검색결과 212건 처리시간 0.026초

확대단면에서 폐쇄형 외부 띠철근 배근 방법에 따른 보강기둥의 중심축하중 거동 평가 (Evaluation of Axial Behavior of Strengthened Columns according to Different Peripheral Closed Hoops in Jacket Section)

  • 황용하;양근혁;심재일;최용수
    • 대한건축학회논문집:구조계
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    • 제35권7호
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    • pp.139-146
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    • 2019
  • This study examined the effect of various arrangement methods for forming peripheral closed hoops in the jacket section on the axial behavior of section enlargement strengthening columns. Four types of peripheral closed hoops arranged in the jacket section were prepared as follows: 1) Closed connection of prefabricated bar units (column P); 2) V-clip installation across the overlapped legs of channel-type bars (column V); 3) Use of glass fiber mesh for an alternative of steel bars (column F); and 4) combination of prefabricated bar units and glass fiber mesh (column PF). The V-clip is designed to form the closed hoops in the jacket section using the overlapped channel-type bars, preventing the opening of the channel bar legs. The glass fiber mesh is to examine the feasibility to apply for closed hoops in the jacket section as an alternative for steel bars, considering the easy construction. In the jacket section of all the strengthened columns, V-ties were arranged for supplementary ties, avoiding the interruption of the existing column. The axial stiffness and strength of the strengthened columns were insignificantly affected by the arrangement methods of closed hoops in the jacket section. The axial ductility ratio of the strengthened columns P, V, and PF was enhanced more than twice of that measured in the non-seismic existing column. However, the column F exhibited a lower ductility than the other strengthened columns because of the fracture of the mesh at the ultimate strength of the column. The V-clip approach was favorable to enhance the ductility of the strengthened column, preventing the opening of the legs of channel-type bars.

축소모형을 이용한 가변 유리투과체의 채광유형별 성능평가 비교 (Comparative Performance Evaluation of Advanced Daylighting Glazing Systems by Scale Model Measurements)

  • 정인영;김정태
    • KIEAE Journal
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    • 제4권3호
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    • pp.27-35
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    • 2004
  • The conventional way to acquire sufficient amount of daylight in interiors is to provide large openings with clear glass. The use of clear glass on the whole facade, however, might cause a sort of visual problem because of the harness of direct sun and brighter sky surface than expected. They should be filtered in opticalway or bounced in the architectural. One of the common solutions for the problem might be the use of photometric glasses with various transmittances for the glass walls. This paper deals with performance data related to the impact of various transmittal glazing materials for window systems in terms of daylighting. A series of scale model measurements was carried out with the fundamental configuration of a commonly used all-glass facades. Additionally some experimental performance index was issued for the better expression of the need of natural lighting.

투과시스템의 광학특성을 고려한 복합적 외벽채광부의 성능평가에 관한 연구 (Design and Performance Evaluation of Hybrid Window Walls With Variable Transmittal Materials)

  • 도진석;김곤;김정태
    • KIEAE Journal
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    • 제4권2호
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    • pp.11-18
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    • 2004
  • Growing use of entire glass facades with metal frames are popularly witnessed in modern building practices and design competition as well. In spite of architectural aesthetics and view to outdoors, environmental issues still exist in that kind of buildings. One of the solutions for the problems might be the use of functional glasses such as a heat-resistant glass or various tinted glasses for the glass walls. This paper aims to provide performance data related to the impact of various transmittal materials of window systems on the light distribution. A series of computer simulation deals with the basic geometrical and optical design elements of a commonly used all-glass facades. Additionally an experimental configuration of the vertical window is proposed for better result of daylighting. A window system equipped with an inner-light shelf can improve the uniformity of natural light in a space by reducing the level of illumination near the window and redirecting light deeply into the space.

AN EVALUATION OF ENERGY PERFORMANCE IN SUPER HIGH-RISE APARTMENT HOUSING WITH EXTERIOR WINDOW TYPES

  • Sang-Ho Lee;Yong-Ho Park;Jong-Chan Lee
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1637-1642
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    • 2009
  • This study evaluates the energy performance of super high-rise residential buildings with e-QUEST simulation and calculates the annual cooling and heating load. The result of this study have concluded that the most influential factor is the characteristics of the window and also suggest the most efficient window system from the result of calculation of different glasses' cooling and heating load. The result of this study shows that The most efficient method to enhance the energy performance is to use low reflective 3 pairs Low-E glass and Low-E coating(inside of outer glass) pair glass.

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폐유리 잔골재를 치환한 고강도 모르타르의 역학적 특성 및 알칼리-실리카 반응 평가 (Evaluation of Mechanical Properties and Alkali-Silica Reaction of High Strength Mortar Using Waste Glass Sand)

  • 유하민;김규용;최경철;손민재;남정수
    • 한국건설순환자원학회논문집
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    • 제8권4호
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    • pp.528-536
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    • 2020
  • 본 연구에서는 천연골재의 대체골재로써 폐유리 잔골재(이하 GS)를 고강도 모르타르에 혼입하여 일반강도 모르타르와의 역학적 특성, 알칼리-실리카 반응(이하 ASR), ASR 후 모르타르의 잔류 역학적 특성을 비교·분석하였다. 실험 결과, GS를 모르타르에 혼입하는 경우, 혼입률이 증가할수록 역학적 특성 저하 및 ASR 증가 현상이 확인되었다. 특히, 모르타르의 고강도화는 GS의 Slip 현상을 개선하기에는 한계가 있을 뿐만 아니라, 오히려 ASR을 더욱 촉진하는 것으로 확인되었다. ASR 후 잔류 역학적 특성에서 반응 초기에는 강도가 증가하였으나, 반응이 지속됨에 따라 강도가 감소하는 경향이 나타났다. 이를 통하여, ASR 생성물이 GS의 Slip 현상을 개선할 가능성이 있을 것으로 사료된다. 따라서, 폐유리 잔골재 Slip 현상을 개선하기 위한 GS 표면 개질 및 ASR 저감을 위한 혼화재 사용 등과 같은 후속 연구가 필요하다고 판단된다.

확산필름 부착 위치에 따른 광선반 성능개선 연구 (Research of the Performance Improvement of a Light Shelf Depending on the Diffusion Film Installation Position)

  • 박은수;이행우;송석재;김용성
    • KIEAE Journal
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    • 제17권3호
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    • pp.91-97
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    • 2017
  • Purpose: Various studies on a light shelf are in progress, but it has the problem of glare occurrence. The present study suggested a diffusion film as the method for resolving the glare problem, and aimed to establish light shelf-related basic data by conducting the performance evaluation of a light shelf depending on the installation position of the diffusion film. Method: To carry out the light shelf performance evaluation depending on the diffusion film installation position, three cases were established: no diffusion film installation (Case 1), diffusion film installation on the reflector (Case 2), and diffusion film installation on the upper glass surface of the window for light shelf installation (Case 3); and the energy reduction performance, luminance, and luminance contrast were analyzed based on a testbed. Result: The conclusions of this study are as follows. 1) When the diffusion film was applied, the amount of light introduced through the light shelf decreased, and the average indoor illumination decreased accordingly. 2) For Case 3, the lighting energy reduction performance was identical to the lighting energy reduction efficiency of the existing light shelf; and for Case 2, it was found to be inappropriate as the lighting energy consumption increased compared to that of the existing light shelf. 3) The analysis of the glare for the cases established in this study showed that the luminance contrast was low for Case 3, and thus the glare problem could be minimized. 4) The specific angle of the light shelf could induce the glare problem by increasing the luminance depending on the external condition. 5) Based on the aforementioned contents, the installation position of the diffusion film for improving the lighting performance and glare problem of the light shelf was found to be the upper glass surface of the window for light shelf installation.

매립형 GFRP 판으로 보강된 플랫 플레이트의 전단강도 평가 (Evaluation of Shear Strength for Reinforced Flat Plates Embedded with GFRP Plates)

  • 황승연;김민숙;이영학;김희철
    • 한국전산구조공학회논문집
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    • 제27권2호
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    • pp.121-128
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    • 2014
  • 본 논문에서는 새로운 형상의 GFRP 판으로 전단보강된 플랫 플레이트의 전단거동에 관하여 실험적으로 연구하였다. GFRP 판은 개구부가 있는 판의 형태로서 콘크리트와의 일체화 거동을 위하여 콘크리트에 매립하여 사용한다. 총 7개의 시험체에 대한 뚫림 전단실험을 수행하였고, 실험 변수로는 전단보강재의 종류와 전단보강량을 선택하였다. 실험결과를 시험체의 균열 및 파괴양상, 변형률, 하중변위곡선으로 분석하였다. 또한 GFRP 판으로 전단 보강된 플랫 플레이트의 ACI 318-11 기준식에 의한 계산값과 실험에 의한 결과값을 비교하였다. 실험 결과 GFRP 판이 플랫 플레이트의 전단보강재로써 뚫림 전단에 효과적으로 적용함을 확인하였다.

Experiment of Compressive Strength Enhancement of Circular Concrete Column Confined by Carbon Tubes

  • Hong Won-Kee;Kim Hee-Cheul;Yoon Suk-Han
    • KCI Concrete Journal
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    • 제14권4호
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    • pp.139-144
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    • 2002
  • Concrete filled FRP tube has lately attracted attention as the member that can substitute the conventional reinforced concrete. Glass fiber and carbon fiber are some of available materials for FRP tube. Carbon tube is filament wound with specified winding angle to meet the appropriate capacity demands. Confinement effect of carbon tube is varied according to winding angle. In this study, a total 4 of large scale circular specimens of 30cm diameter and 60cm height is tested. To estimate the effect of winding angle and thickness of carbon tube on the increased confined compressive strength, the test tube are wound with $\pm45^{\circ}\;and\;\pm30^{\circ}$ with two types of thickness, 2mm and 3mm, respectively. It is shown that effectively increased confined strength and ductility are observed from the specimens with $\pm45^{\circ}$ winding angle than $\pm30^{\circ}$ winding angle. Increasing thickness is not as effective as adjusting winding angle for the confinement of concrete core.

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The Relationship between Splitting Tensile Strength and Compressive Strength of Fiber Reinforced Concretes

  • Choi, Yeol;Kang, Moon-Myung
    • 콘크리트학회논문집
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    • 제15권1호
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    • pp.155-161
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    • 2003
  • This paper presents experimental and analytical results of glass fiber-reinforced concrete (GFRC) and polypropylene fiber-reinforced concrete (PERC) to investigate the relationship between tensile strength and compressive strength based on the split cylinder test (ASTM C496) and compressive strength test (ASTM C39). Experimental studies were performed on cylinder specimens having 150 mm in diameter an 300 mm in height with two different fiber contents (1.0 and 1.5% by volume fraction) at ages of 7, 28 and 90 days. A total of 90 cylinder specimens were tested including specimens made of the plain concrete. The experimental data have been used to obtain the relationship between tensile strength and compressive strength. A representative equation is proposed for the relationship between tensile strength and compressive strength of fiber-reinforced concrete (FRC) including glass and polypropylene fibers. There is a good agreement between the average experimental results and those calculated values from the proposed equation.

콘크리트에 표면매립보강된 FRP의 내화단열방법에 따른 부착성능 (Bond Capacity of Near-Surface-Mounted FRP in Concrete Corresponding to Fire-Protection Method)

  • 임종욱;김태완;서수연
    • 대한건축학회논문집:구조계
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    • 제35권1호
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    • pp.3-10
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    • 2019
  • The purpose of this paper is to find the fire-protection method for keeping on the bond capacity of Near-Surface-Mounted (NSM) FRP under high temperature. Experiments have been carried out to evaluate the bond capacity of NSM FRP by using CFRP-plates and to confirm the heat transfer to the concrete block when the refractory insulation is attached to the surface of NSM FRP. Bond test of NSM FRP under room temperature was conducted to obtain the maximum bond strength. And then a heating tests were carried out with keeping the bond stress of 30% of the maximum bond strength. As a result, the bond capacity of NSM FRP was disappeared when the temperature at epoxy reached to its glass transition temperature (GTT). In order to secure the bond capacity of the NSM FRP, it is necessary to protect the front as well as side by using insulation materials.