• 제목/요약/키워드: wood structures

검색결과 346건 처리시간 0.028초

Oak Wood Vinegar Suppresses the Expression of Cyclooxygenase-2 Induced by TLR4 Agonist

  • Yun, Sae-Mi;Park, Se-Jeong;Lee, A-Neum;Ahn, Sang-Il;Youn, Hyung-Sun
    • 대한의생명과학회지
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    • 제15권3호
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    • pp.257-260
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    • 2009
  • Toll-like receptors (TLRs) recognize molecular structures derived from microbes including bacteria, viruses, yeast, and fungi. TLRs have emerged as a major signaling component of the mammalian host defense. TLR4 is a member of the Toll family that senses lipopolysaccharide (LPS), a cell wall component of gram negative bacteria. LPS recognition by TLR4 requires an additional accessory molecule, MD-2. LPS induces the activation of NF-${\kappa}B$ and IRF3 through MyD88 or TRIF-dependent pathways. The activation of NF-${\kappa}B$ leads to the induction of inflammatory gene products including cytokines and cyclooxygenase-2 (COX-2). This study was carried out to investigate the anti-inflammatory effects of oak wood vinegar. Oak wood vinegar inhibits the NF-${\kappa}B$ activation and COX-2 expression induced by LPS. These results provide new ideas to understand the mechanism of oak wood vinegar for its anti-bacterial and anti-inflammatory activities.

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화염에 노출된 목재 마루 시스템의 신뢰성 해석에 관한 연구 (Study on the Reliability Analysis of Wood Floor System Exposed to Fire)

  • 김광철;이전제
    • Journal of the Korean Wood Science and Technology
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    • 제32권5호
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    • pp.66-74
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    • 2004
  • 내화 성능은 표준 화염 조건에 노출된 목구조물의 안전성 평가를 위한 중요한 기준이 된다. 내화 성능의 기준으로 여러 나라에서 지속 시간과 파괴 시까지의 시간이 사용되고 있다. 본 연구에서는 화염에 대한 신뢰성 설계의 기초 연구로서 화염에 노출된 목재 마루 시스템의 신뢰성 해석이 진행되었다. 해석은 수치 해석적 방법과 결정론적 방법 두 가지를 모두 사용하였다. 두 방법 간에는 큰 차이를 보이지 않았다. 화염에 노출된 마루시스템의 신뢰도는 부재의 변이계수에 크게 의존하였으며 부재의 강도나 하중은 신뢰도에 크게 영향하지 않았다.

Flexural Behavior of Laminated Wood Beams Strengthened with Novel Hybrid Composite Systems: An Experimental Study

  • Mehmet Faruk OZDEMIR;Muslum Murat MARAS;Hasan Basri YURTSEVEN
    • Journal of the Korean Wood Science and Technology
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    • 제51권6호
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    • pp.526-541
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    • 2023
  • Wooden structures are widely used, particularly in earthquake zones, owing to their light weight, ease of application, and resistance to the external environment. In this study, we aimed to improve the mechanical properties of laminated timber beams using novel hybrid systems [carbon-fiber-reinforced polymer (CFRP) and wire rope]. Within the scope of this study, it is expected that using wood, which is an environmentally friendly and sustainable building element, will be more economical and safe than the reinforced concrete and steel elements currently used to pass through wide openings. The structural behavior of the hybrid-reinforced laminated timber beams was determined under the loading system. The experimental findings showed that the highest increase in the values of laminated beams reinforced with steel ropes was obtained with the 2N reinforcement, with a maximum load of 38 kN and a displacement of 137 mm. Thus, a load increase of 168% and displacement increase of 275% compared with the reference sample were obtained. Compared with the reference sample, a load increase of 92% and a displacement increase of 14% were obtained. Carbon fabrics placed between the layers with fiber-reinforced polymer (FRP) prevented crack development and provided significant interlayer connections. Consequently, the fabrics placed between the laminated wooden beams with the innovative reinforcement system will not disrupt the aesthetics or reduce the effect of earthquake forces, and significant reductions can be achieved in these sections.

새로운 GFRP접합 시스템을 이용한 멤브레인 파빌리옹 (The mobile and modular GFRP-membrane-structure with the new innovative connection system)

  • ;박돈우;;황경주
    • 한국공간구조학회지
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    • 제5권2호
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    • pp.7-15
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    • 2005
  • Currently, the structural material, namely glass fiber reinforced polymer (GFRP) is focused on innovative structure due to lightness, excellent workability and noncorrosive characteristics, etc. However, the lack of GFRP connection technology produces only an imitation of steel and wood structures. This uses univentive design principles as well as unsuitable material applications, causes tons of surplus of materials to be wasted, and results in uneconomical structures, because the characteristics between steel and GFRP are completely different. Thus, this research develops the new, innovative GFRP connection system with considerations of the characteristics of GFRP and adopts it to a mobile und modular membrane pavilion.

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구조용 강철과 구조용 집성재 복합재료 보의 역학적 성질 (Mechanical Properties of Composite Materials Composed of Structural Steel and Structural Glued Laminated Timber)

  • 장상식;김윤희;장영익
    • Journal of the Korean Wood Science and Technology
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    • 제37권4호
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    • pp.300-309
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    • 2009
  • 목재를 이용한 구조의 효율적인 사용은 자원의 낭비를 줄이고 세계 환경을 보호할 수 있다. 이 연구는 대단면 목조건축을 위해 강재와 구조용 집성재를 이용한 내화성능을 지닌 복합재료의 개발을 목적으로 한다. 내화 시험에 앞서 구조용 강재와 구조용 집성재를 이용한 복합재료의 휨강도 특성을 확인하고자 한다. 구조용 강재 보(H type)와 구조용 집성재 보, 구조용 강재와 구조용 집성재를 이용한 복합재료 보의 휨시험을 시행하였다. 구조용 집성재간의 접착제로는 레졸시놀계를 사용하였으며 구조용 강재와 구조용 집성재 간의 접착제로는 폴리우레탄 수지를 사용하였다. 휨시험은 KS F 2150에 의거하여 시행하였으며 각각의 평균 최대하중은 복합재료가 137.5 kN, 구조용 집성재가 106.5 kN, 구조용 강재가 48 kN을 나타내었다. 구조용 집성재가 높은 휨탄성력을 지니고 있기 때문에 복합재료를 사용할 경우 구조적 안정성을 부여할 뿐 아니라 친환경적인 재료로 이용될 수 있을 것이다.

Environmental Suitability for Conservation and the Risk Period for Fungal Damage of Wooden Cultural Heritages in Korea

  • Ik-Gyun IM;Gyu-Seong HAN
    • Journal of the Korean Wood Science and Technology
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    • 제51권4호
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    • pp.295-308
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    • 2023
  • This study applied a real-time IoT (Internet of Things) environmental monitoring system to wooden cultural heritages (WCHs) located in suburbs and forests in Korea. It automated the graphs of seasonal Temperature (T) and relative humidity (RH) changes inside the heritage structures and seasonal Performance Index (PI) values. While utilizing line graphs of the existing T and RH change trends and a bar graph expressing the PI values, this study examined the current status of the conservation environment inside the WCHs throughout the year and its diagnosis. Consequently, at higher latitudes, the organic cultural heritage repeatedly experienced large T fluctuations, and the risk of physical and chemical degradation of the materials was greater. However, the RH showed significant seasonal differences, even within the same latitude, indicating that the impact of latitude was not significant. Therefore, the staff in charge must manage RH by considering the surrounding environmental conditions and adjusting the internal environment of the structures. The PI values for the year-round T and RH inside the heritages were confirmed to only be a maximum of approximately 60% of the environmental suitability for conservation throughout the year, depending on the season. The relationship between the germination and growth potential period of xerophilic fungi and the monthly internal temperature and humidity in five heritages located at different latitudes was analyzed. As a result, we could thus determine that four particular months of the year (June-September) represent the periods with the highest risk of damage from xerophilic fungi in the country, regardless of latitude.

SOME ASPECTS OF THE CANADIAN CULTURE OF GINSENG (PANAX QUINQUEFOLIUS L.), PARTICULARLY THE GROWING ENVIRONMENT

  • Proctor J.T.A
    • 고려인삼학회:학술대회논문집
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    • 고려인삼학회 1980년도 학술대회지
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    • pp.39-47
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    • 1980
  • The harvesting and export of Canadian ginseng from the cool, shady hardwood forests of southern Canada can be traced to 1796. Because of its high dollar value and diminishing woodland supplies it was decided in 1896 that it should be cultivated under wood lath screens. Present day economics dictate changes in production techniques to allow for a decreasing supply of expensive labour. Traditional wooden lath screens have a surface area of wood of 70 per cent and permit light penetration of only about 18 per cent. Experimental woven black polypropylene shade has an estimated surface area of 72 per cent and permits light pentration of about 28 per cent. While differences in air and leaf temperatures under the two shade structures can be measured it is doubtful if these are great enough to cause differences in plant growth under the two structures. Shade grown ginseng had a low fresh and dry weight and total chlorophyll content (ratio of a to b was 3 to 1) comparable to other shade species. There was no differences in fresh and dry weight and chlorophyll content of leaves from plants grown under the two shade structures. Maximum net photosynthesis of leaves was 0.175 g $CO_2\;m^{-2}\;hr^{-1}$ and light saturation level was about $200{\mu}E\;m^{-2}\;s^{-1},$ or about 10 per cent of full sunlight.

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Micro-morphological Features of Liquid Urea-Formaldehyde Resins during Curing Process at Different Levels of Hardener and Curing Time Assessed by Transmission Electron Microscopy

  • Nuryawan, Arif;Park, Byung-Dae
    • Current Research on Agriculture and Life Sciences
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    • 제32권3호
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    • pp.125-130
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    • 2014
  • This study used transmission electron microscopy (TEM) to investigate the micro-morphological features of two formaldehyde to urea (F/U) mole ratio liquid urea-formaldehyde (UF) resins with three hardener levels as a function of the curing time. The micro-morphological features of the liquid UF resins were characterized after different curing times. As a result, the TEM examination revealed the presence of globular/nodular structures in both liquid UF resins, while spherical particles were only visible in the low F/U mole ratio resins. The high F/U mole ratio liquid UF resins also showed extensive particle coalescence after adding the hardener, along with the appearance of complex filamentous networks. When the resins were cured with a higher amount of hardener and longer curing time, the spherical particles disappeared. For the low mole UF resins, the particles tended to coalesce with a higher amount of hardener and longer curing time, although discrete spherical particles were still observed in some regions. This is the first report on the distinct features of the crystal structures in low F/U mole ratio UF resins cured with 5% hardener and after 0.5 h of curing time. In conclusion, the present results indicate that the crystal structures of low F/U mole ratio UF resins are formed during the curing process.

전통 목조 프레임구조의 지진하중에 대한 거동 특성 (Behavior of Traditional Wood Frames Under Earthquake Loading)

  • 홍성걸
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.304-313
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    • 2000
  • This study presents the behavior of traditional wood structures of national heritage under earthquake loadings. A series of experimental program for four wood frames was performed to investigate characteristics of initial stiffness, behavior after ultimate loads, and hysteretic behaviors. The frames consisted of columns with a lintel by special joint and a bare frame was infilled by a mud wall. A pushover est was aimed to estimate the range of ultimate rotation of connection as a pilot test for cyclic load tests. One of frames infilled by a mud wall showed a larger stiffness than those of bare frames due to a strut action in the diagonal direction. However, the post yielding stiffness of the infilled frame was not increased.

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