• Title/Summary/Keyword: Wood Bending

검색결과 374건 처리시간 0.024초

낙엽송 블록접착집성재의 접착 및 휨 강도 성능 (Bending and Bonding Strength Performances of Larix Block-glued Glulam)

  • 이인환;홍순일
    • Journal of the Korean Wood Science and Technology
    • /
    • 제44권3호
    • /
    • pp.315-322
    • /
    • 2016
  • 2개 이상의 보부재 집성재 요소들의 측면접착으로 제작된 "블록접착집성재"는 대단면 목조건축물의 건축부재로 활용 가능한 구조용재다. 블록접착집성재의 측면은 접착제의 종류와 도포량 및 압체압력을 각기 다른 조합으로 접착하여 박리시험과 전단블록시험으로 접착성능을 검토하였다. 실험결과 레조시놀접착제 $500g/m^2$을 도포하고 압체압력 1.5 MPa의 조건으로 제작된 블록접착집성재의 측면접착성능이 가장 양호하였다. 양호한 측면접착조건으로 제작된 블록접착집성재는 동일단면계수의 대조군 집성재와 휨 강도 성능을 비교 검토하였다. 블록접착집성재의 휨 탄성계수는 대조군 집성재와 유사하였으며, 파괴계수는 대조군집성재 보다 27% 향상되었다. 할렬은 대조군집성재 보다 블록접착집성재에서 다량 발생하였으며, 블록접착집성재의 측면접착층에서 계면파괴나 응집파괴는 관찰되지 않았다.

5점 휨하중 시험법을 사용한 구조용 판넬의 굴림전단강도 (Planar (Rolling) Shear Strength of Structural Panels Using 5-point Bending Test)

  • Oh, Sei Chang
    • Journal of the Korean Wood Science and Technology
    • /
    • 제46권5호
    • /
    • pp.425-436
    • /
    • 2018
  • 본 연구는 ASTM D2718의 5점 휨하중 시험법을 사용하여 OSB(oriented strand board)와 국산합판의 굴림전단성능을 평가하기 위하여 수행되었다. 각 시험용 판넬에 대해 길이방향에 평행한 것과 수직인 시험편을 제작하여 각각 시험하였으며, 파괴양상을 관찰하였다. 시험 결과 굴림전단력은 강축방향에 평행한 경우 $1.32-1.938N/mm^2$, 강축방향에 수직인 경우 $1.46-1.99N/mm^2$ 정도로 나타났으며 방향에 따른 차이는 크게 나타나지 않았다. 국산합판은 길이방향에 평행한 경우는 캐나다산 OSB와, 수직인 경우는 칠레산 OSB와 통계적으로 차이가 나타나지 않았다. 파괴는 OSB에서는 모두 전단에 의한 파괴가 나타났으며, 합판의 경우에는 전단, 접착층의 박리, 휨과 전단에 의한 복합파괴가 관찰되었다.

억새 파티클보드의 흡음성능과 휨강도성능 (Sound Absorption Capability and Bending Strength of Miscanthus Particle Based Board)

  • 강춘원;박희준;전순식
    • Journal of the Korean Wood Science and Technology
    • /
    • 제40권1호
    • /
    • pp.38-43
    • /
    • 2012
  • 억새파티클보드의 흡음재로서의 사용가능성을 파악하고자 몇 가지 목표비중의 억새파티클보드를 제작하여 전달함수법(two microphone transfer function method)으로 상용주파수대역에서 흡음성능을 측정하고 휨강도 시험으로 역학적성질을 각각 측정, 비교하여 다음과 같은 결과를 얻었다. 측정주파수범위에서 거대억새보드의 흡음률이 상용석고보드보다 높은 흡음성능을 나타내었다. 탄성계수와 휨강도는 목표비중 증가에 따라 증가하는 경향을 나타내었다. 억새보드의 흡음률은 1~2.5 Khz 범위의 주파수범위에서 50~80%의 수치를 나타내다 이후 주파수에서는 30~50%의 흡음률을 나타내었으며 비중에 따라서는 비중이 증가할수록 흡음률이 낮아지는 경향을 보였다.

MDF로 제조된 우드세라믹의 성질 (Properties of Woodceramics Made from MDF)

  • 오승원;변희섭
    • Journal of the Korean Wood Science and Technology
    • /
    • 제30권2호
    • /
    • pp.115-120
    • /
    • 2002
  • MDF를 페놀수지에 함침한 후 500, 650, 800, 1,000℃에서 소성하여 우드세라믹을 제조한 후 함침재 및 우드세라믹의 치수 변화와 휨강도를 측정하였다. 수지 함침율이 증가할수록 함침재의 치수 증가율 및 휨강도는 증가하였다. 소성온도에 따른 중량, 길이 및 두께감소율은 각각 소성온도 500℃일 때 59.9%, 19.4%, 26.3%이었으며, 소성온도 1,000℃일 때 65.3%, 22.5%, 31.6%로 소성온도가 증가함에 따라 증가하였으며, 휨강도 또한 함침율 40%일 때 소성온도 500℃에서 50.3 kgf/cm3, 800℃에서 0.79 g/cm3로 증가하였으나, 1,000℃에서는 0.75 g/cm3로 약간 감소하였다. 이상의 결과로 함침재 및 우드세라믹의 성질은 수지 함침율 및 소성온도의 영향을 받음을 알 수 있었다.

Mechanical Properties of the Oriented Strand Board (OSB) Distributed in the Korean Market

  • Eun-Chang KANG;Min LEE;Sang-Min LEE;Se-Hwi PARK
    • Journal of the Korean Wood Science and Technology
    • /
    • 제51권4호
    • /
    • pp.253-269
    • /
    • 2023
  • Oriented strand board (OSB) distributed in Korea was collected, and its mechanical properties were investigated according to the International Organization for Standardization (ISO), Japanese Industrial Standards, and Korean Design Standard. Ten types of OSBs were collected, including six types for walls and others for floors. The thickness swelling, moisture content, and density of each product satisfied the ISO standards. All products showed lower formaldehyde emission values than those of the SE0 grade. The internal bonding strengths of all products, except products B, H, and I, met the ISO standards. However, products A, B, C, F, and H did not satisfy the thickness swelling standard of the load-bearing OSB for use in dry conditions. Products D and G showed heavy duty load-bearing OSB for use in humid conditions in terms of internal bonding and bending strength after boiling. In the nail head pull-through force and lateral nail resistance tests, all products met the standards. In terms of the structural bending performance (four points), the six types of OSBs for walls satisfied the standard for bending strength and modulus of elasticity. All the products for flooring met the standard for bending strength but, except for product G, the products did not meet the standard for modulus of elasticity. Although the results of this study cannot represent the performance of all imported OSBs, considering the above results, the water resistance performance of seven types of OSB products did not meet the standard, and 10 types of products did not match the labeling grades.

염색집성목을 이용한 곡목의자의 개발에 관한 연구 (A Study on Development of Bent Chair Using Dyed-Glued Laminated Wood)

  • 김동귀
    • 한국가구학회지
    • /
    • 제24권3호
    • /
    • pp.273-285
    • /
    • 2013
  • The bent wood technique has been used for making the bow, the musical instruments and the wagon wheel, The Winsor chair of England in 1730's was the first Lfurniture product by using this method. This method was spread out by Michael Thonet in Austria after the Industrial Evolution. Early making technique of Winsor chair was relatively easy, but Michael Thonet's bent chair was mass produced by the machine and launched the revolution in the industrial furniture. 20th-Century European furniture designers applied the method of layering and forming plywood to bent chairs, enhanced the function and conformability. The bent chair had a big impact on modern chair design. The bent chair has the formative beauty and convenience from the character of softness and colors of wooden materials and has been developed variously by furniture designers. This study is a new approach to use Dyed-Gathered Wood with various colors and patterns as a material of the bend wood. First, bent wood with the Dyed-Gathered Wood enhances a close texture of wooden material textures instead of coating the surface. Second, flexibility of the bent wood with the Dyed-Gathered Wood enables wood bending techniques. Lastly, the Dyed-Gathered Wood is made with relatively cheap woods, replaces expensive imported woods which cause product price rise. This method enables a material cost saving and a stable supply of material.

  • PDF

Composite Wood-Concrete Structural Floor System with Horizontal Connectors

  • SaRibeiro, Ruy A.;SaRibeiro, Marilene G.
    • International Journal of Concrete Structures and Materials
    • /
    • 제9권1호
    • /
    • pp.61-67
    • /
    • 2015
  • The concept of horizontal shear connection utilization on wood-concrete beams intends to be an alternative connection detail for composite wood-concrete decks. The volume of sawn-wood is over three times more expensive than concrete, in Brazil. In order to be competitive in the Brazilian market we need a composite deck with the least amount of wood and a simple and inexpensive connection detail. This research project uses medium to high density tropical hardwoods managed from the Brazilian Amazon region and construction steel rods. The beams studied are composed of a bottom layer of staggered wood boards and a top layer of concrete. The wood members are laterally nailed together to form a wide beam, and horizontal rebar connectors are installed before the concrete layer is applied on top. Two sets of wood-concrete layered beams with horizontal rebar connectors (6 and 8) were tested in third-point loading flexural bending. The initial results reveal medium composite efficiency for the beams tested. An improvement on the previously conceived connection detail (set with six connectors) for the composite wood-concrete structural floor system was achieved by the set with eight connectors. The new layout of the horizontal rebar connectors added higher composite efficiency for the beams tested. Further analysis with advanced rigorous numerical Finite Element Modeling is suggested to optimize the connection parameters. Composite wood-concrete decks can attend a large demand for pedestrian bridges, as well as residential and commercial slabs in the Brazilian Amazon.

목질.시멘트보드의 물리.기계적 성질, 열전도성 및 내화성 (Physical and Mechanical Properties, Thermal Conductivity and Fire-Proof Performance of Wood-Cement Board)

  • 서진석;박종영
    • 한국가구학회지
    • /
    • 제14권2호
    • /
    • pp.31-38
    • /
    • 2003
  • This study was carried out to investigate characteristics of wood-based panels and wood-cement board for the possible uses as flooring and wall materials. The optimum cement/wood ratio(C/W ratio) of wood~cement board manufactured by clamp-pressing was from 2.7 to 3.2. The dimesional stability was superior in the C/W ratio of 3.2. Particularly, the dimensional stability of cement board using fine particle for particleboard face layer was favorable through three levels of C/W ratio. According to types of wooden material, bending strength of cement board using coarse particle for particleboard core layer or old newspaper(ONP) fiber was relatively higher than others. Thermal conductivities of wood-cement boards were no lower than that of gypsum board, and higher than those of plywood and boards. In case of wood-cement board of the C/W ratio of 2.7, the fire-proof performances of cement composite boards were greater than that of gypsum board, and weight loss reached to about a half of gypsum board. Then, wood-cement boards showed superior fire-proof performance compared to wood-based panels.

  • PDF

Evaluation of Physical, Mechanical Properties and Pollutant Emissions of Wood-Magnesium Laminated Board (WML Board) for Interior Finishing Materials

  • PARK, Hee-Jun;JO, Seok-Un
    • Journal of the Korean Wood Science and Technology
    • /
    • 제48권1호
    • /
    • pp.86-94
    • /
    • 2020
  • This study serves as basic research for the development of a new wood-based building finishing material that improved the weakness of inorganic materials such as gypsum board and magnesium board widely used as interior finishing materials and brought out the strength of the wood. The results of evaluating the physical and mechanical properties and the environmental effect related to hazardous substance discharge having manufactured a wood-magnesium laminated composite are as follows. The thermal conductivity and thermal resistance of WML board was improved by about 28~109 percent over magnesium board due to the low thermal conductivity of wood. The adhesive strength of WML board showed a similar result to that of plywood as it exceeds 0.7N/㎟, the adhesive standard of wood veneer which is presented by KS F 3101. Bending strength and screw holding strength were more improved by manufacturing WML board than magnesium board. The WML board manufactured in this study satisfied the criteria for emissions of hazardous substances prescribed in the Indoor Air Quality Control Act, and confirmed the possibility of development as a new wood-based composite material that can replace existing inorganic materials.

24년생 루브라참나무의 생장과 재질에 관한 연구 - 물리·역학적 성질 - (Studies on Wood Quality and Growth of Quercus rubra (24 Years Old) in Korea - Physical and Mechanical Properties -)

  • 한무석;이창준;박봉석;김병로
    • Journal of the Korean Wood Science and Technology
    • /
    • 제42권3호
    • /
    • pp.327-338
    • /
    • 2014
  • 종자의 산지가 다른 루브라참나무(24년생)를 대상으로 물리 및 역학적 관계를 조사하여 생장속도와 목재의 재질과의 관계를 규명하였다. 생재함수율은 변재보다 심재가 높은 것으로 나타났고, 산지 간에 차이를 나타냈다. 비중의 경우 심재는 생장이 좋을수록 작아지는 경향을 보였고, 변재는 생장이 좋을수록 커지는 관계를 나타냈다. 전수축률은 산지간 차이를 나타냈으며, 생장이 좋을수록 수축률과 T/R율은 높아지는 것으로 나타났다. 압축영계수, 휨강도와 휨영계수 및 충격강도는 산지 간 차이를 보였으며, 생장이 좋을수록 낮아지는 경향을 보였다. 전단강도는 산지 간 차이를 보였으며, 생장이 좋을수록 커지는 경향을 보였다. 경도는 세 단면에서 산지 간 차이를 보였으며, 생장이 좋을수록 커지는 경향을 나타냈다. 5종의 산지가 다른 루브라참나무 중 Bancroft산 종자의 경우가 가장 좋은 수고생장을 보이고, 세 번째의 흉고직경을 나타내며, 압축, 휨, 경도, 전단, 충격강도 모두 우수하여 생장과 재질면을 고려했을 때 현시점에서 가장 우수한 품종으로 판단된다.