• 제목/요약/키워드: structural wood

검색결과 368건 처리시간 0.029초

이온성액체(1-ethyl-3-methylimidazolium acetate)로 추출한 리기다소나무(pitch pine) 리그닌의 화학·구조 특성 (Chemical·Structural characterization of lignin extracted from Pitch Pine with Ionic Liquid (1-ethyl-3-methylimidazolium acetate)Pine with Ionic Liquid (1-ethyl-3-methylimidazolium acetate))

  • 김재영;김태승;황혜원;오신영;최준원
    • Journal of the Korean Wood Science and Technology
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    • 제40권3호
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    • pp.194-203
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    • 2012
  • 바이오매스 전처리에 효과적인 이온성 액체로 주목받고 있는 1-ethyl-3- methylimidazolium acetate를 사용하여 리기다소나무(pitch pine)로부터 리그닌을 추출하였고, 추출한 리그닌(Ionic Liquid Lignin : ILL)의 화학구조적 특성을 동일한 수종에서 단리한 milled wood lignin (MWL)과 비교분석하였다. 작용기 분석 결과 ILL과 MWL은 각각 10.0, 7.2%의 페놀성 수산기와 4.9, 11.0%의 메톡실기를 갖는 것으로 나타났다. ILL의 중량평균 분자량(3,995 Da)은 MWL (8,438 Da)에 비해 약 2배 정도 낮았으며, 다분산지수는 1.36으로 MWL (3.18)보다 낮은 값을 보였다. ILL의 열중량 분석 결과에 의하면 최대중량감소율(Vm)이 나타나는 온도(Tm)는 $306.6^{\circ}C$로 MWL ($341.9^{\circ}C$)보다 낮아 ILL이 MWL에 비해 열적으로 불안정하다는 것을 확인할 수 있었다.

Cross-Sectional Image Reconstruction of Wooden Member by Considering Variation of Wave Velocities

  • Kim, Kwang-Mo;Lee, Sang-Joon;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제35권5호
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    • pp.16-23
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    • 2007
  • This study was performed as part of a research project aimed at developing an ultrasonic computed tomography (CT) system of wood for field application. In this reports, we investigate the variation of wave velocities on the cross section of real size wooden structural member to confirm the reason of image distortion on CT image of wood, and then proposed a new image reconstruction method by considering the velocity variation on wood cross section. First of all, the effect of wood anisotropy on ultrasonic velocities of wooden members was investigated. Based on the relationship between ultrasonic velocity and annual ring angle, which was obtained from test results of small clear specimens, ultrasonic velocities of each measuring angle were predicted. Next, they were compared with the ultrasonic velocities measured on five wood disks. There were very large differences between predicted and measured results, thought to be caused by the skewing effect of ultrasound and the presence of juvenile-wood. Based on these findings, a new method was proposed to reconstruct cross-sectional image of wood. By using this method, some distortions on reconstructed images could be removed, and defects were more easily and clearly detected. The minimum size of detectable defect was decreased remarkably, from 33 mm to 13 mm. However, the size of the detected defect was enlarged and the position somewhat shifted to the specimen surface on the CT images, which was also thought to be caused by the skewing effect of ultrasound. Additional research has been planned to solve these problems.

Comparison of structural foam sheathing and oriented strand board panels of shear walls under lateral load

  • Shadravan, Shideh;Ramseyer, Chris C.;Floyd, Royce W.
    • Advances in Computational Design
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    • 제4권3호
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    • pp.251-272
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    • 2019
  • This study performed lateral load testing on seventeen wood wall frames in two sections. Section one included eight tests studying structural foam sheathing of shear walls subjected to monotonic loads following the ASTM E564 test method. In this section, the wood frame was sheathed with four different types of structural foam sheathing on one side and gypsum wallboard (GWB) on the opposite side of the wall frame, with Simpson HDQ8 hold down anchors at the terminal studs. Section two included nine tests studying wall constructed with oriented strand board (OSB) only on one side of the wall frame subjected to gradually applied monotonic loads. Three of the OSB walls were tied to the baseplate with Simpson LSTA 9 tie on each stud. From the test results for Section one; the monotonic tests showed an 11 to 27 percent reduction in capacity from the published design values and for Section two; doubling baseplates, reducing anchor bolt spacing, using bearing plate washers and LSTA 9 ties effectively improved the OSB wall capacity. In comparison of sections one and two, it is expected the walls with structural foam sheathing without hold downs and GWB have a lower wall capacity as hold down and GWB improved the capacity.

The Effect of Exposure in Elevated Temperatures on Bending Properties of Wood

  • Park, Joo-Saeng;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제27권4호
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    • pp.20-29
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    • 1999
  • Temperature has important effect on mechanical properties of wood. These effect needs to be understood and taken into account in the structural use of wood. Furthermore, the effect of cooling after exposing to high temperature must be explained. In this study, the effect of temperature, exposure time, specific gravity, and cooling on bending properties were investigated. The boundary temperatures at which bending MOE and MOR reduced rapidly were approximately $200^{\circ}C$ and $150^{\circ}C$, respectively. This boundary temperature was nearly constant with independence of species(specific gravity), exposure time, and cooling. Above the boundary temperature, the effect of exposure time was increased with temperature and the reduction of bending MOE and MOR for Japanese Larch with relatively higher specific gravity was smaller than that of Hem-fir. The recovery of bending MOE and MOR after cooling was also more significant above the boundary temperature than below. The degree of cooling effect was larger for MOR than MOE. Consequently, bending properties of wood in elevated temperatures should be considered in terms of the boundary temperature, $200^{\circ}C$ for bending MOE, $150^{\circ}C$ for MOR, and these boundary temperatures must be considered an important factor. Furthermore, to evaluate the safety of structure, the recovery after cooling should be considered.

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The Tensile Properties for Powder-driven-nail Connections for Japanese Larch Small Round Timber

  • Shim, Kug-Bo;Lee, Do-Sik
    • Journal of the Korean Wood Science and Technology
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    • 제33권2호통권130호
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    • pp.8-16
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    • 2005
  • In an effort to encourage the development of value added engineered applications for small diameter round timber, research is being conducted to develop and verify design guidelines for connections with specific application to round timbers. The objective of this research is to provide potential users with a number of viable connection options applicable in the fabrication of engineered, round wood structural components and systems. Target uses include trusses, built up flange beams and space frames. This paper presents information on a mortised steel plate connection fabricated using powder driven nails in 6 cm diameter Japanese Larch. The design load for PDN connections are around 1.3 kN per nail with strip and 0.8 kN per nail without stripe. The design model for PDN connectors could be chosen by the number of nails. If the number of nails are more than the critical number between nail bearing and wood failure, the wood failure model could be the way to design the structure safely. The wood failure model needs to be studied more but the model could be the tensile and cleavage mixed failure model.

싸리나무류재(類材)의 조직(組織)과 섬유(纖維)에 관(關)한 연구(硏究) (Study on Wood Structure and Fiber Characteristics of Genus Lespedeza species)

  • 김수인;염창술
    • Journal of the Korean Wood Science and Technology
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    • 제16권1호
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    • pp.9-20
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    • 1988
  • Lespedeza species have been widely used not only as plant resources for bark, leaves and honey, but also as erosion control materials. This study was carried out to investigate the structural and wood tiber characteristics in order to obtain basic information for the utilization of the wood. The wood structure was investigated for 10 selected species and the wood fiber, for the 5 selected species among Lespedeza species distributed all over the country. The following results were obtained. In the cross section, campylotropis showed ray diffuse porous wood, L. bicolor, L. cyrtobotrya, L. thunbergii var. intermedia, diffuse porous wood, and L. tomentella, L. angustifolioides. L. maritima, L. robusta, L. patentibicolor, ring porous wood. The maximum diameter of a single vessel ranged 66-123 ${\mu}$ in all species. Campylotropis showed the most number of vessels, L. angustifolioides, the least. The number of ray per mm ranged 7-22, Campylotropis showed the most number of rays, L. angustifolioides, the least. In the radial section the average length of vessel ranged 121-250 ${\mu}$ in all species. L. thunbergii var. intermedia showed the longest vessel, L. tomentella, the shortest. In tangential section the average width of the uniseriate ray ranged 9.2-14.7${\mu}$, that of the multiseriate ray, 19.2-42.1 ${\mu}$. The average height of the uniseriate ray ranged 143.0-1162.0 ${\mu}$. The width of fiber ranged 10.12-13.61 ${\mu}$, L. maximowiezii showed the narrowest tiber, L. thunbergii var. intermedia. the widest, the thickness of fiber wall ranged 2.93-3.71 ${\mu}$ in the five species. L. maximowiezii showed the most thin fiber wall, L. thunbergii var. intermedia, the thickest, L. cyrtobotrya showed the difference in the size of fiber between the shade and the sunny sites but L. maximowiezii showed no difference. There was significant difference in fiber length, fiber width and wall thickness between L. eyrtobotrya and L. maximowiezii.

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조선산업 합판 폐기물의 구조용재로의 재활용 가능성에 대한 연구 (Study on the Possibility of Recycling for Shipbuilding Plywood Waste to Use as the Structural Members)

  • 김광철
    • Journal of the Korean Wood Science and Technology
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    • 제37권1호
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    • pp.29-36
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    • 2009
  • 목재 자원의 부족과 가격 상승에 대항할 수 있는 좋은 대안 중 하나가 목재 부산물이나 폐기물의 재활용이다. 조선 산업에서 얻어지는 목재 폐기물의 경우 기존에는 파쇄 되어 보드류 생산에 주로 사용되어 왔다. 하지만 파쇄를 통한 합판 폐기물의 재활용은 재료의 경제적 가치나 자원의 문제 등을 고려할 때 아쉬움이 많이 남는 처리 방법이다. 본 연구에서는 국내 조선 산업에서 파생되는 목재 폐기물들의 재활용 가능성을 알아보고자 하였다. 국내 조선 산업의 목재 관련 폐기물은 합판 폐기물과 소재 폐기물로 나뉜다. 본 연구를 통해 다음과 같은 결론을 얻을 수 있었다. 1. KS 규격에 따라 합판 폐기물과 합판 적층재의 휨성능을 평가하였다. 2. 합판 폐기물과 합판 적층재의 파괴 모드는 두 종류 모두 simple tension 파괴를 나타내었다. 3. 합판 폐기물과 합판 적층재의 재활용 용도로는 크게 외부 시설용, 내부 시설용 그리고 목조건축 자재로의 용도가 적합하다고 판단되었다. 적정 용도로는 인테리어 재료, 목재 파렛트, 마루판, 사이딩재, 판넬, 야외용 탁자, 데크용 재료 등인 것으로 생각된다.

Finite-element modeling of a light-framed wood roof structure

  • Jacklin, Ryan B.;El Damatty, Ashraf A.;Dessouki, Ahmed A.
    • Wind and Structures
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    • 제19권6호
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    • pp.603-621
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    • 2014
  • Past high speed wind events have exposed the vulnerability of the roof systems of existing light-framed wood structures to uplift loading, contributing greatly to economic and human loss. This paper further investigates the behaviour of light-framed wood structures under the uplift loading of a realistic pressure distribution. A three-dimensional finite-element model is first developed to capture the behaviour of a recently completed full-scale experiment. After describing the components used to develop the numerical model, a comparison between the numerical prediction and experimental results in terms of the deflected shape at the roof-to-wall connections is presented to gain confidence in the numerical model. The model is then used to analyze the behaviour of the truss system under realistic and equivalent uniform pressure distributions and to perform an assessment of the use of the tributary area method to calculate the withdrawal force acting on the roof-to-wall connections.

탄화과정 중 목탄의 구조적 변화 (Structural change of charcoal during carbonization Process)

  • 권성민;김남훈
    • Journal of Forest and Environmental Science
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    • 제22권1호
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    • pp.32-40
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    • 2006
  • 굴참나무(Quercus variabilis $B_{LUME}$)를 이용하여 탄화과정 중 목탄의 구조적 변화를 주사전자현미경법으로 조사하였다. 탄화온도가 증가할수록 시험체의 부피는 수축하였고, 방사 방향으로 할렬이 발생하였다. 탄화온도 $250{\sim}300^{\circ}C$의 경우, 모든 세포들이 탄화되지 않은 세포벽 형태를 보여주었다. 그러나 탄화온도 $340^{\circ}C$ 이상에서는 세포벽층이 매끄러운 비결정형인 목탄의 형태가 관찰되기 시작하였다.

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Mechanical and Physical Properties of Zinc Borate-Modified Oriented Strandboard (OSB)

  • Lee, Sun-Young;WU, Qinglin
    • Journal of the Korean Wood Science and Technology
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    • 제36권5호
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    • pp.11-23
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    • 2008
  • The mechanical and physical properties of zinc borate (ZB)-modified oriented strandboard (OSB) from southern wood species were investigated in this study. OSB panels treated with ZB were not significantly weaker than the untreated samples in terms of specific modulus of elasticity (SMOE) and specific modulus of rupture (SMOR). ZB showed the negative effect on specific internal bond (SIB) strength, since some of ZB would persist as a powder state on the flake surfaces, thereby reducing the bonding efficiency of the adhesive. The ZB level did not show significant effect on thickness swelling (TS). ZB-modified OSB showed the suitable mechanical and physical properties for the structural wood composites.