• 제목/요약/키워드: Exterior Wall

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PVA 및 나일론 섬유 혼입률에 따른 PC 패널용 모르타르의 기초 물성에 관한 실험적 연구 (An Experimental Study for Basic Properties of Mortar Applied PC Panels by PVA and Nylon Fiber Ratio)

  • 이재현;송영찬;김용로;김욱종;이도범
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 추계 학술논문 발표대회
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    • pp.137-140
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    • 2009
  • Nowadays, the high performance composite materials are famous for the new construction materials as the construction buildings are bigger and higher. Out of them of all, the fiber reinforced concrete and mortar have been studied to develop and strengthen the performances of concrete, such as tensile strength, durability and the resistibility of crack. Also, it is considered that precast concrete is important alternatives of dry process for saving time, upgrading the material's quality and the productivity. Thus, PC panel is being produced for the use of dry wall as well as exterior finishing materials and it requires lots of tests and studies to be conducted to meet the various functional conditions. According to this study, it is considered that PVA fiber might be more effective than nylon fiber for developing the exterior PC panels.

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전통민속마을의 주거변형실태에 관한 연구 - 낙안민속마을을 중심으로 - (A Study on the Deformation of Folk Village)

  • 박익수
    • 한국농촌건축학회논문집
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    • 제6권3호
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    • pp.63-74
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    • 2004
  • This study is focusing on the Nagan Folk Village, primarily because of its historical and cultural values. The purpose of this study, accordingly, analysis the fact of the dwelling change through spot-survey and case-investigation, and is to find a way to improve for the rational preservation of the traditional dwelling analyzing on the actual condition and the reason for such changes in the Nakan Folk Village. The dwelling change is stemmed from the physical factors, and some modifications of internal composition, exterior formation, building equipment. As a result, The changes of internal composition are included in the reduction of garnering room, the enlargement of bed/service room, the establishment of mechanical room. The changes of exterior formation with structural material are included in the glass door for the internalization of 'TOEMARU', the extra glass door for the brightening of room, the cement plastering for the endurance of wall. The changes of building equipment are included in the establishment of oil-boiler, wash closet, sink for convenient life All houses should be graded on their qualitative value, managed in a cycle. And its own criterion for acceptable deformations should be established.

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외단열시스템 외장재로 시공된 다세대 공동주택의 화재위험에 관한 연구 (A Study on Fire Risk of Multi-family Apartment Houses Constructed with the Exterior of the EIFS)

  • 민세홍
    • 한국화재소방학회논문지
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    • 제27권3호
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    • pp.60-65
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    • 2013
  • 외단열시스템(EIFS)은 단열효과가 뛰어나고 시공비가 저렴하며, 또한 시공성이 용이하여 공기(工期)를 단축할 수 있다는 장점이 있다. 이와 같은 이유로 외장재용 건축자재로서 서민들의 주거인 다세대 공동주택, 교육기관인 학교건물과 오피스텔 등의 신축 및 리모델링 등에 폭넓게 시공되고 있다. 그러나 스티로폼을 사용하는 재료의 특성상 화재발생 시 다량의 가연성 가스가 발생하는 특성이 있다. 최근 주택에서 발생하는 화재에서 가연성 가스와 관련된 인명피해가 빈번히 발생하고 있어 이에 대한 대책 마련이 시급히 요구되고 있다. 본 연구에서는 서민의 주거시설인 다세대 공동주택과 학교 교육기관 외벽의 소재로 가장 많이 사용되고 있는 외단열시스템 화재의 위험성을 분석하여 그 대책을 제안하고자 한다.

공동주택 장기수선계획 수립기준 항목 조정에 관한 기초 연구 (Preliminary Study on the Coordination of the Repair works' items of the Long Term Repair Plan in Apartment Housing)

  • 이강희
    • 한국주거학회논문집
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    • 제27권4호
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    • pp.13-22
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    • 2016
  • The long term plan for apartment housing has a important role to make a decision making whether a repair work should be done or not. But, items for repair works are so various that field workers could not understand the context or plan the repair cost and time. These difficulties are drawn from the number of repair items, duplicated application and meaning, new material application and technology time-gap. Therefore, it needs to change or coordinate the repair items to improve the repair condition, reflecting the current material level or repair technologies. In this paper, it aimed at coordination of the repair items through the repair recording sheet which was surveyed in 22 metropolitan areas of Seoul, conducted between 2011 and 2014. The surveyed data are classified into six categories such as building exterior, building interior and so on, according to long term repair plan and the number of data are 1,918. It analyzed the appearing word for repair-concerned and compared the existing items of the long term plan. Items of building exterior are proposed as roof, exterior wall and painting. Building interior has a little meaning to propose the repair items. The water supply facilities are proper to keep the existing repair items. Items of the outdoor facilities could not need a sign board, drainage root and PVC sheath. Through this study, we can coordinate the repair items in apartment and provide the repair item and cost level.

직분식 가솔린엔진에서 피스톤 형상이 연료 혼합기의 형성과 거동에 미치는 영향 . (Effect of Piston Cavity Geometry on Formation and Behavior of Fuel Mxture in a DI Gasoline Engine)

  • 김동욱;강정중;최경민;김덕줄
    • 한국자동차공학회논문집
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    • 제13권5호
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    • pp.82-89
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    • 2005
  • This study was performed to investigate the behavior and spatial distribution of fuel mixtures with different wall angle and diameter of piston cavity in a DI gasoline engine. The spatial distribution of fuel mixtures after impingement of the spray against a piston cavity is one of the most important. factors for the stratification of fuel mixture. Thus, it is informative to understand in detail the behavior and spatial distribution of fuel mixtures after impingement in the cavity. Two dimensional spray fluorescence images of liquid and vapor phase were acquired to analyze the behavior and distribution of fuel mixtures inside cylinder by exciplex fluorescence method. The exciplex system of fluorobenzene/DEMA in non-fluorescing base fuel of hexane was employed. Cavity wall angle was defined as an exterior angle of piston cavity. Wall angles of the piston cavity were set to 30, 60 and 90 degrees, respectively. The spray impinges on the cavity and diffuses along the cavity wall by its momentum. In the case of 30 degrees, the rolling-up moved from the impinging location to the round and fuel-rich mixture distributed at periphery of cylinder. In the case of 60 and 90 degrees, the rolling-up recircurated in the cavity and fuel mixtures concentrated at center region. High concentrated fuel vapor phase was observed in the cavity with 90 degrees. From. present study, it was found that the desirable cavity wall angle with cavity diameter for stratification in a Dl gasoline engine was demonstrated.

PLANT CELL WALL WITH FUNGAL SIGNALS MAY DETERMINE HOST-PARASITE SPECIFICITY

  • Shiraishi, T.;Kiba, A.;Inata, A.;Sugimoto, M.;Toyoda, K.;Ichinose, Y.;Yamada, T.
    • 한국식물학회:학술대회논문집
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    • 한국식물학회 1998년도 The 12th Symposium on Plant Biotechnology Vol.12
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    • pp.10-18
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    • 1998
  • For improvement of plants in disease resistance, it is most important to elucidate the mechanism to perceive and respond to the signal molecules of invaders. A model system with pea and its pathogen, Mycosphaerella pinodes, showed that the fungal elicitor induced defense responses in all plant species tested but that the suppressor of the fungus blocked or delayed the expression of defense responses and induced accessibility only in the host plant. In the world, many researchers believe that the pathogens` signals are recognized only on the receptors in the plasma membranes. Though we found that the ATPase and polyphosphoinositide metabolism in isolated plasma membranes responded to these fungal signals, we failed to detect specific actions of the suppressor in vitro on these plasma membrane functions. Recently, we found that ATPase (NTPases) and superoxide generating system in isolated cell wall were regulated by these fungal signals even in vitro, especially, by the suppressor in a strictly species-specific manner and also that the cell wall alone prepared an original defense system. The effects of both fungal signals on the isolated cell wall functions in vitro coincide perfectly with those on defense responses in vivo. In this treatise, we discuss the key role of the cell wall, which is plant-specific and the most exterior organelle, in determining host-parasite specificity and molecular target for improvement of plants.

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탄성지반상에 놓인 철근콘크리트 축대칭 쉘의 정적 및 동적 해석 (III) -비선형 정적거동을 중심으로- (Static and Dynamic Analysis of Reinforced Concrete Axisymmetric Shell on the Elastic Foundation -With Application to an Static Behavior Analysis of Axisymmetric Shell-)

  • 조진구
    • 한국농공학회지
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    • 제39권3호
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    • pp.72-82
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    • 1997
  • In all inelastic deformations time rate effects are always present to some degree. Whether or not their exclusion has a significant influence on the prediction of the material behaviour depends upon several factors. In the study of structural components under static loading conditions at normal temperature it is accepted that time rate effects are generally not important. However metals, especially under high temperatures, exhibit simultaneously the phenomena of creep and viscoplasticity. In this study, elastoplastic and elasto-viscoplastic models include nonlinear geometrical effects were developed and several numerical examples are also included to verify the computer programming work developed here in this work. Comparisons of the calculated results, for the elasto-viscoplastic analysis of an internally pressurised thick cylinder under plane strain condition, have shown that the model yields excellent results. The results obtained from the numerical examples for an elasto-viscoplastic analysis of the Nuclear Reinforced Concrete Containment Structure(NRCCS) subjected to an incrementally applied internal pressure were summarized as follows : 1. The steady state hoop stress distribution along the shell layer of dome and dome wall junction part of NRCCS were linearly behave and the stress in interior surfaces was larger than that in exterior. 2.However in the upper part of the wall of NRCCS the steady state hoop stress in creased linearly from its inner to outer surfaces, being the exact reverse to the previous case of dome/dome-wall junction part. 3.At the lower part of wall of NRCCS, the linear change of steady state hoop stress along its wall layer began to disturb above a certain level of load increase.

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건식공법을 이용한 건축물의 외벽 화재 확산의 실험적 연구 (An Experimental Study on Fire Spreading External Wall of Buildings Using Dry Construction Method)

  • 박정우;조남욱
    • 한국화재소방학회논문지
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    • 제32권4호
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    • pp.75-85
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    • 2018
  • 2016년 6월 영국 그렌펠 타워 화재는 외단열에 의한 수직화재확산으로 인한 대표적인 피해사례이다. 외단열 공법에서 많이 사용되는 유기단열재는 단열성능이 좋은 반면 화재에 취약한 단점이 있다. 알루미늄 복합패널을 외벽 마감재로 사용하는 외단열 공법에서 알루미늄 내부에 사용되는 플라스틱은 수직 화재확산의 원인으로 지목되고 있다. 알루미늄복합패널을 외벽에 고정하기 위해 사용되는 철재 프레임 때문에 외벽과 외벽 마감재 사이에 중공층이 형성된다. 외벽에 화재가 발생하면 가연성외벽의 연소뿐만 아니라 단열재로부터 발생된 화염이 중공층을 통해 수직으로 급격히 확산되어 인명 및 재산피해가 발생할 수 있다. 국내의 경우 국토교통부고시 2015 - 744에 의한 소재단위 성능시험이 수행되고 있으며, 영국에서는 실제 규모의 화재시험으로 외벽의 수직화재확산 시간의 측정이 가능한 BS8414 시험이 시행되고 있다. 본 연구에서는 현행 국내 고시 기준으로 적합한 준불연 소재의 알루미늄복합패널을 대상으로 영국에서 시행되고 있는 실규모 외벽화재시험(BS 8414)을 수행하여 수직화재확산에 대한 거동 관찰과 현재 마감재료의 소재단위 평가의 한계를 확인하고자 하며, 실제 규모의 화재 시험을 통한 외벽화재 화재확산 방지를 위한 시스템 도입 필요성 확인하고자 한다.

합성율과 벽체두께가 합성지하벽의 전단거동에 미치는 영향 (The Effect of Composite Ratio and Wall Thickness on the Shear Behavior of Composite Basement Wall)

  • 서수연;김성수;윤용대
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권1호
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    • pp.93-101
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    • 2010
  • 도심지의 제한된 공간에서 대형 건축 지하구조물을 축조하기 위한 지하 굴토공사는 주변지반의 안정이 최우선 되어야 하며, 이를 위해서 흙막이 공사가 필수적으로 검토되어야 한다. 가설 흙막이 구조에서 응력부담재로 주로 사용되고 있는 H-Pile은 주열식 흙막이 벽체에서 지하외벽의 시공 이후에는 방치되므로 재료의 낭비를 초래하게 된다. 이를 개선하기 위하여 가설재인 H-Pile과 지하벽을 합성한 합성지하벽 공법이 개발되어 현재 많은 국내의 현장에 활용되고 있다. 본 연구에서는 지하합성벽의 전단내력을 평가하기 위하여 총 5개의 실험체를 제작하였다. 실험변수로는 전단연결재에 따른 합성율과 벽체 두께를 변수로 하여 실험을 실시하였으며, 기준식에서 제시하는 콘크리트 전단강도와 H-Pile의 전단강도를 실험값과 비교 분석하였다. 실험결과 합성율이 증가함에 따라 전단강도는 상승하지만 그 차이는 크지 않은 것으로 나타났다. 합성지하벽의 전단강도 산정시, 콘크리트 강재의 웨브 뿐만아니라, 강재플랜지의 기여도를 고려한 새로운 식을 제시하고 이를 이용한 계산결과와 실험결과를 비교한 결과 좋은 대응을 보이는 것으로 나타났다.

Applying Fire Risk Analysis to Develop Fire-safe Modular Walls: Guidance to Material Selection, Design Approach and Construction Method

  • Lim, Seokho;Chung, Joonsoo;Kim, Mihyun Esther
    • Architectural research
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    • 제24권2호
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    • pp.21-27
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    • 2022
  • For the past decade, South Korea had experienced catastrophic building fires, which resulted in consider-ably high number of casualties. This motivated research to develop fire-safe wall assemblies. In this study Fire Risk Analysis (FRA) is conducted as part of the project designing phase to ensure fire safety of the final product. Traditional approach was to consider fire performance at the end of the designing stage, when PASS/FAIL fire test results are required to be submitted to the Authority Having Jurisdiction (AHJ). By applying a fire risk analysis to guide the designing phase, overall fire safety of a wall assembly can be achieved more systematically as conducting FRA allows designers to clearly identify elements that are more vulnerable to fire and simply replace them with other practical options. Severity of fire risk is determined by considering the fire hazards of a wall assembly such as the exterior layer, insulation, vertical connectivity, and external ignition sources (e.g., photovoltaic panels). Frequency of fire risk is assessed based on the factors affecting fire likelihood, which are air cavity and fire-stopping applied in the design, and random design changes occurring during on-site construction. Fire risk matrix is proposed based on these fire risk factors and efforts to reduce the fire risk level associated with the wall assembly are given by systematically assessing the fire risk factors identified from fire risk analysis. Current study demonstrates how fire risk analysis can be applied to develop fire-safe walls by reducing the relevant fire risks- both severity and frequency.