• Title/Summary/Keyword: 목재 종류

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가구공장의 목재분진 폭로에 관한 연구

  • 임종욱;권대환;이내우;김성빈;박희련
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2000.06a
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    • pp.174-179
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    • 2000
  • 목재를 취급하는 사업장에서는 작업시에 발생하는 목재분진과 합께 포롬알데이드 및 소음에 대한 노출이 근로자의 직업병발생에 관여하는 중요한 인자가 된다. 목재의 종류는 크게 두가지로 나눌 수 있으며 이것은 경질목재(hard wood)와 연질목재(soft wood)를 말한다. 근로자가 목재분진에 노출되었을 때 건강에 미치는 영향은 매우 복잡하지만, 특히 경질목재를 사용하는 사람은 코에 대한 영향의 징후가 높다고 알려져 있다. (중략)

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Effect of the Kind and Content of Raw Materials on Mechanical Performances of Hybrid Composite Boards Composed of Green Tea, Charcoals and Wood Fiber (녹차-숯-목재섬유 복합보드의 역학적 성능에 미치는 구성원료의 종류 및 배합비율의 영향)

  • Park, Han-Min;Heo, Hwang-Sun;Sung, Eun-Jong;Nam, Kyeong-Hwan;Lim, Jae-Seop
    • Journal of the Korean Wood Science and Technology
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    • v.41 no.1
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    • pp.64-76
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    • 2013
  • In this study, eco-friendly hybrid composite boards were manufactured from green tea, three kinds of charcoals and wood fiber for developing interior materials to reinforce the strength performances and the functionalities in addition to performances of the green tea-wood fiber hybrid boards. The effects for the kind and the component ratio of raw materials on mechanical properties were investigated. Bending strength performances of hybrid composite boards were highest in the hybrid composite boards composed of green tea, fine charcoal and wood fiber on average. However, the difference caused by the kind of charcoals was not large. These values were was markedly improved than those of green tea - wood fiber hybrid composite boards reported in previous researches. And it was found that the bending strength performance decreased with increasing component ratios of green tea and charcoals. The difference between urea resins used as the binder showed the higher value in hybrid composite boards using $E_1$ grade urea resin than in those using $E_0$ grade urea resin, but the difference between hybrid composite boards manufactured by both resins decreased markedly than the green tea - wood fiber hybrid composite boards reported in previous research. The internal bond strength of hybrid composite boards was in the order of hybrid composite boards with fine charcoal, activated charcoal and black charcoal, and it was found that the hybrid composite boards with fine charcoal had a similar values to control boards composed of only wood fiber.

Analysis of the Defects in Wooden Landscape Facilities according to the Type of Timber - Focused on the Defects in Pillars of Out Door Rest Furniture - (목재 조경시설물의 목재 종류별 하자분석 - 휴게시설물 목재기둥의 균열하자를 중심으로-)

  • Park, Won-Kyu;Shin, Hoon
    • Journal of the Korean Institute of Landscape Architecture
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    • v.40 no.3
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    • pp.81-90
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    • 2012
  • Improvements in the quality of life have resulted in a heightened awareness of safety and the environment. As a result, timber as an environmentally friendly material, is used for landscape facilities and a wide range of purposes. But there are a large number of defects since there are twists and cracks that can be found in wooden landscape facilities. This has led to the use of imported hardwood instead of the Western Hemlock which has been in widespread use. Hardwood is expensive. However, it is being used without any information or research on how much it reduces the actual defects. Construction contractors are in great need of information on the characteristics and defect rates of different types of timber. This study investigated and analyzed the cracks in four types of timber - namely the Western Hemlock, Burckella, Nyatoh and Malas - in order to provide basic information to construction contractor for them to be able to select and use the appropriate type of timber. The main results of this study are as follows. First, the Western Hemlock had 1.90 $cracks/m^2$, Malas had 0.83 $cracks/m^2$, Burckella had 0.14 $cracks/m^2$, and the Nyatoh had the least number of surface defects at 0.04 $cracks/m^2$. Second, while Malas has the highest degree of strength timber, Nyatoh had the smallest defect rate. This showed that having high timber strength does not necessarily mean it has less defects. Third, the Western Hemlock was the least expensive and Burckella was the most expensive. However, considering the cost of repairing defects, it would be economically advantageous to use Burckella and Nyatoh which have low defect rates. This study aimed to provide basic information to landscape construction contractors for them to be able to select and use the appropriate type of timber when constructing wooden outdoor rest furniture. The results are expected to contribute to quality enhancements and defect reduction in landscape facilities.

A Study on Charring Rate of Wood Exposed to a Constant Incident Radiation Heat Flux (일정한 복사열원에 노출된 목재의 탄화속도에 관한 연구)

  • Park Hyung-Ju;Kim Hong
    • Fire Science and Engineering
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    • v.18 no.4
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    • pp.86-92
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    • 2004
  • We tested five specimens of each species at each of five constant external heat flux levels (10, 15, 20, 25. and 35㎾/㎡). An Cone heater was used to expose the wood specimens to the heat flux. The 100-by 100-by 50-㎜ specimens were of four species: Redwood, White oak, Douglas fir, Maple. In result of test, charring of wood exposed to a constant external heat flux can be considered a linear with function of time. As compared with the charring rates Redwood is most rapidly, but on the other hand Douglas fir is most slowly. When the external heat flux is 35㎾/㎡, the charring rate is rapidly about twice then 10㎾/㎡. Using the Equation (2), the estimates for u were 1.02, 1.16, 1.23, 1.32, and 1.44 for the 10, 15, 20, 25, and 35 kw/m2 constant external exposure levels, respectively.

Visual Classification of Wood Knots Using k-Nearest Neighbor and Convolutional Neural Network (k-Nearest Neighbor와 Convolutional Neural Network에 의한 제재목 표면 옹이 종류의 화상 분류)

  • Kim, Hyunbin;Kim, Mingyu;Park, Yonggun;Yang, Sang-Yun;Chung, Hyunwoo;Kwon, Ohkyung;Yeo, Hwanmyeong
    • Journal of the Korean Wood Science and Technology
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    • v.47 no.2
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    • pp.229-238
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    • 2019
  • Various wood defects occur during tree growing or wood processing. Thus, to use wood practically, it is necessary to objectively assess their quality based on the usage requirement by accurately classifying their defects. However, manual visual grading and species classification may result in differences due to subjective decisions; therefore, computer-vision-based image analysis is required for the objective evaluation of wood quality and the speeding up of wood production. In this study, the SIFT+k-NN and CNN models were used to implement a model that automatically classifies knots and analyze its accuracy. Toward this end, a total of 1,172 knot images in various shapes from five domestic conifers were used for learning and validation. For the SIFT+k-NN model, SIFT technology was used to extract properties from the knot images and k-NN was used for the classification, resulting in the classification with an accuracy of up to 60.53% when k-index was 17. The CNN model comprised 8 convolution layers and 3 hidden layers, and its maximum accuracy was 88.09% after 1205 epoch, which was higher than that of the SIFT+k-NN model. Moreover, if there is a large difference in the number of images by knot types, the SIFT+k-NN tended to show a learning biased toward the knot type with a higher number of images, whereas the CNN model did not show a drastic bias regardless of the difference in the number of images. Therefore, the CNN model showed better performance in knot classification. It is determined that the wood knot classification by the CNN model will show a sufficient accuracy in its practical applicability.

Development of a Combustor in Portable Pellet Stoves Using Wood Pellets to Improve Combustion Efficiency and to Reduce Carbon Monoxide (CO) Emission (목재 펠릿(pellet)을 활용하는 휴대용 펠릿 난로의 연소 효율 향상과 일산화탄소(CO) 배출 저감을 위한 연소기 개발)

  • Min, Kyoung-Soon;Lim, Dae-Eun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.40 no.3
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    • pp.315-320
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    • 2020
  • Pellets are manufactured using wood by-products. The combustion efficiency of pellets depends on the pellet manufacturing process, the types of materials mixed while manufacturing and the wood pellet stoves themselves. In this study, we developed a multi-layer combustor to be used in a wood pellet stove, for the purpose of reducing environmental pollution and energy waste due to incomplete combustion. The multi-layer combustor was designed to compensate for the shortcomings of existing combustors. A CAD (Computer Aided Design) model was verified using a 3D printer and a prototype was developed. The combustion experiments were conducted on commercial and proposed combustors using pellets of the same brand, manufacturing date, place and specifications. From the experiments, it was found that the proposed combustor produced the lowest carbon monoxide (CO) emission and highest thermal efficiency.

Structural Identification of Robinia pseudacacia L. Flavonoids for Wood Adhesive Formulation (목재(木材) 접착제(接着劑) 제조(製造)를 위한 아까시나무 타닌의 구조규명(構造糾明))

  • Bae, Young-Soo
    • Journal of the Korean Wood Science and Technology
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    • v.20 no.1
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    • pp.79-85
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    • 1992
  • 아까시나무로부터 두종류의 flavanone인 7, 3', 4' - trihydroxy flavanone과 3, 7, 3', 4', 5' - pentahydroxy flavanonol이 단리되어 $^{13}C$ NMR에 의해 구조가 규명되었다. flavanone은 resorcinol A-ring과 Catechol B-ring으로, flavanonol은 resorcinol A-ring 및 pyrogallol B-ring으로 구성되고 있다.

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Comparison of Domestic and Overseas Allowable Standards Related to Emissions from Wood Pellet Combustion (목재펠릿 연소 배출물질과 관련한 국내외 허용기준 비교)

  • Yang, In;Han, Gyu-Seong
    • Journal of the Korean Wood Science and Technology
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    • v.46 no.5
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    • pp.553-564
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    • 2018
  • This article explains the types of emissions from wood combustion, how they are generated and the degree of harmful influence on the human body, and a comparison between domestic and overseas allowable standards regarding the safety of wood pellets, the allowable amount of emissions caused by combustion and so on was conducted.

Evaluation of Pretreatment Moisture Content and Fixation Characteristics of Treated Wood for Pressure Treatment of Yellow Poplar Skin Timber with ACQ, CUAZ and CuHDO (백합나무 스킨팀버의 ACQ, CUAZ, CuHDO 가압처리를 위한 처리용 목재의 적정 함수율 및 처리목재의 정착 특성 평가)

  • Kim, Min-Ji;Choi, Yong-Seok;Kim, Gyu-Hyeok
    • Journal of the Korean Wood Science and Technology
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    • v.43 no.6
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    • pp.810-817
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    • 2015
  • This study was conducted to evaluate the pressure treatment characteristics of yellow poplar skin timber with ACQ-2, CUAZ-3, and CuHDO-1. The effect of moisture content (MC) on treatability was investigated, and fixation characteristics of copper-based preservatives were also evaluated. Sapwood of yellow poplar, which was dried below 50 percent MC, was fully penetrated with preservatives, and minimum requirement of preservative retention for the hazard class H3 was achieved. Through measuring retention gradient in yellow poplar sapwood, it was confirmed that minimum requirement of preservative retention for the hazard class H3 was achieved in the assay zone from the surface to 15 mm-depth when the specimens were dried below 30 percent MC. Yellow poplar heartwood did not meet the minimum requirement of penetration and retention for the hazard class H3 over the range of pretreatment MCs tested. The fixation rate of copper was much faster under drying condition compared with nondrying condition; more than 90% of copper were fixed in 3 weeks at $21^{\circ}C$ under drying conditions.

Internal Stability of Timber Framed Earth Retaining Wall (목재옹벽의 내적안정 평가에 관한 연구)

  • Lee, Kwang-Wu;Kim, Ju-Hyong;Cho, Sam-Deok
    • Journal of the Korean Geosynthetics Society
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    • v.10 no.2
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    • pp.81-89
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    • 2011
  • This paper introduces a recently developed thinning-out timber framed earth retaining wall system. Timber framed retaining walls are usually designed by using design code of gravity type retaining wall but internal stability of timber framed earth retaining walls is often neglected. In this study, it is recommended to use the design code for segmental retaining walls by National Concrete Masonry Association (NCMA, 1997) to check internal stability of timber framed earth retaining wall. Based on the several shear test results for 3 types of timber frames, a simple design chart including internal stability is suggested.