• 제목/요약/키워드: Forest utilization

검색결과 543건 처리시간 0.027초

Investigation on the Awareness and Preference for Wood Culture to Promote the Values of Wood: III. Living Environment and Trend of Wood Utilization

  • Yeonjung, HAN;Myung Sun, YANG;Sang-Min, LEE
    • Journal of the Korean Wood Science and Technology
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    • 제50권6호
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    • pp.375-391
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    • 2022
  • Improving public awareness of wood is crucial for expanding the use of wood and establishing a wood culture. In this study, the environment and trends of the public's wood utilization were analyzed using a questionnaire survey and online text mining at a time when eco-friendly practices are gaining popularity. As a result of reducing climatic and environmental concerns and its positive physical and psychological effects, the use of wood is predicted to rise in areas intimately connected to everyday living, such as wood furniture, wooden structures, and interior materials. Nonetheless, there was a negative awareness that wood was expensive, difficult to maintain, and associated with deforestation. The correlations between wood-related search terms on major Korean portal sites were analyzed and categorized into five groups: Wooden architecture, cultural education, woodworking, wood industry, and wood policy. As a building material, wood was seen as more traditional and friendly than reinforced concrete and stone. Eighty-six percent of respondents expected to utilize wood as a building material in the future, regardless of whether the wood is domestically produced or imported. Sixty-five percent responded favorably about the effects of wood on the health of wooden home inhabitants. It is believed that both active publicity and quantifiable value analysis of human and environmental friendliness are required to increase pro-environment awareness of wood utilization.

라디에타소나무 단판적층재의 밀도·접착·강도성능 및 내부후성 (Density, Bonding Strength, Bending strength and Decay Resistance of Radiata Pine Laminated Veneer Lumber)

  • 서진석;이동흡;황원중;오형민;박영란;강승모
    • Journal of the Korean Wood Science and Technology
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    • 제39권4호
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    • pp.344-350
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    • 2011
  • 라디에타소나무 단판적층재(LVL)를 제조함에 있어서, CuAz 및 ACQ 방부처리와 비처리, 수성비닐우레탄 접착제와 페놀변성 리조시놀수지 접착제의 상온경화형 접착제를 적용함에 따른 밀도경사, 접착 강도성능 및 내부후성(방부효력)을 살펴보았다. 결과, LVL의 밀도경사에서 접착층 주변이 원추형으로 밀도가 커지는 경사패턴을 보였다. 접착성은 수성비닐우레탄 접착의 경우, 자비반복시험 후 전층이 박리되거나, 일부 층이 박리하고 할렬 틈새 현상이 일어났다. 페놀변성 리조시놀수지 접착제 접착의 경우, 자비반복시험 후 접착층의 응력이 큰데 연유한 굽음과 상하 접착층 사이의 단판의 수직할렬 현상이 있었으나, 접착층의 박리나 할렬이 거의 발견되지 않아 침지박리접착력은 높은 것으로 판단되었다. 한편, 방부효력시험에 있어서, 수성비닐우레탄 접착제로 적층한 LVL의 경우 갈색부후균에 의한 부후도가 백색부후균보다 크게 나타났다. 페놀변성 리조시놀수지 접착제로 LVL을 제조한 경우에는 갈색부후균에 의한 질량감소가 적었고, 약제를 처리하지 않더라도 그 피해가 낮았으며, 약제처리한 것은 질량감소율 0 수준을 보일 정도로 방부효력이 큰 것을 알 수 있었다.

Bending Strength of Korean Softwood Species for 120×180 mm Structural Members

  • Pang, Sung-Jun;Park, Joo-Saeng;Hwang, Kweon-Hwan;Jeong, Gi-Young;Park, Moon-Jae;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제39권5호
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    • pp.444-450
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    • 2011
  • The goal of this study is to investigate bending properties of domestic timber. Three representative structural timber from Larix kaempferi, Pinus koraiensis, and Pinus densiflora, in the northeastern South Korea were selected. Visual grading for the timber was conducted based on KFRI notification 2009-01 and the bending strength for the timber was evaluated based on ASTM D 198 bending. The high percentage of grade 1 and 2 for Larix kaempferi shows that the KFRI notification was optimized for this species. The bending strength distributions from Pinus koraiensis and Pinus densiflora were very similar. It could be possible to specify the allowable bending properties of these two Specification using a united species group similar to spruce-pine-fir. Lastly, the bending strength of $120{\times}180mm$ structural members was higher than both existing values in KBC 2009 and design values for timber of imported species described in the NDS. Thus, 120 mm thick domestic softwoods could replace the commercial imported species and the KBC should be modified to provide design values for both timber and dimensional lumber, respectively, like NDS.

일제하(日帝下) 관습적(慣習的)인 산림이용권(山林利用權)의 해체과정(解體科程) (A Study on the Dissolving Process around the Customary Common Right to Forest Utilization in Korea under the Rule of Japanese Imperialism)

  • 배재수
    • 한국산림과학회지
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    • 제87권3호
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    • pp.372-382
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    • 1998
  • 이 연구의 목적은 오래전부터 인정되어온 산하주민(山下主民)들의 관습적인 산림이용권이 일제하 산림소유권의 재편과정을 겪으면서 어떻게 처리되었는가를 밝히는 데 있다. "어느 지역의 주민이 집합체의 관계로 촌락공유림(村落共有林)이나 타인의 토지에서 초목, 야생물 및 토사의 채취, 방목 기타의 수익을 하는 권리"로 정의할 수 있는 관습적인 산림이용권은 총유(總有)와 특수지역권(特殊地役權)으로 구분할 수 있으며, 그러한 권리가 적용되는 산림을 촌락공유림(村落共有林) 및 특수지역림(特殊地役林)으로 구분할 수 있다. 이러한 관습적인 산림이용권은 삼림법(森林法)(1908), 삼림령(森林令)(1911), 조선임야조사사업(朝鮮林野調査事業)(1917~1924) 및 조선특별연고삼림양여사업(朝鮮特別緣故森林讓與事業)(1926~1934)을 거치면서 그 권리가 사유(私有) 또는 공유(公有)로 전환 해체되었다. 특히, 조선특별연고삼림양여사업(朝鮮特別緣故森林讓與事業)의 결과 관습적인 산림이용권은 소유권과 이용행태의 측면에서 큰 변화를 초래했다. 즉, 소유권이 공유(共有)(연고(緣故) 포함)에서 사유(私有) 또는 공유(公有)로 전환되었고 관습적인 산림이용권의 핵심내용인 집합체로서의 공장이용권이 해체된 것이다.

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Shear Performance of Hybrid Post and Beam Wall System Infilled with Structural Insulation Panel (SIP)

  • Shim, Kug-Bo;Hwang, Kweon-Hwan;Park, Joo-Saeng;Park, Moon-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제38권5호
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    • pp.405-413
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    • 2010
  • A hybrid post and beam shear wall system with structural insulation panel (SIP) infill was developed as a part of a green home 'Han-green' project through post and beam construction for contemporary life style. This project is on-going at the Korea Forest Research Institute to develop a new building system which improves Korean traditional wet-type building system and stimulates industrialized wood construction practice with pre-cut system. Compared to the traditional wet-type infill wall components, the hybrid wall system has benefits, such as, higher structural capacity, better thermal insulation performance, and shorter construction term due to the dry-type construction. To build up the hybrid wall system, in previous, SIP infill wall components can be manufactured at factory, and then inserted and nailed with helically threaded nails into the post and beam members at site. Shear performance of the hybrid wall system was evaluated through horizontal shear tests. The SIP hybrid wall system showed higher maximum shear strength, initial stiffness, ductility, yield strength, specified strength, and the specified allowable strength than those of post and beam with light-frame wall system. In addition to this, the hybrid wall system can provide speedy construction and structural and functional advantages including energy efficiency in the building system.

저온 보존 기간에 따른 담자균류의 생존율 비교 (Comparison of Viability in Basidiomycetes After Low Temperature Storage According to Storage Period)

  • 유성열;가강현;이봉훈;박현;박원철
    • 한국균학회지
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    • 제39권2호
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    • pp.141-144
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    • 2011
  • 균류의 단기 보존은 일반적으로 한천이 포함된 고체 사면배지에서 이루어진다. 본 연구에서는 2~7년간 PDA 배지를 이용하여 $4^{\circ}C$에서 보관된 담자균류 28종 76개 균주들에 대한 활력을 조사하였다. 균의 생존율은 보존기간이 7년 82%, 6년 86%, 5년 94%, 4년 96%, 3년 94%, 2년 94%로 나타났다. 표고 균주의 배지 부피는 2년 이후부터 감소하였다. 보존된 배지의 pH는 2007년에 5.42였지만 보존기간이 길어질수록 거의 중성 pH에 도달하였다.

제재목 화상입력시스템의 화상병합 성능 검증 (The Verification of Image Merging for Lumber Scanning System)

  • 김병남;김광모;심국보;이형우;심상로
    • Journal of the Korean Wood Science and Technology
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    • 제37권6호
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    • pp.556-565
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    • 2009
  • 제재목 육안등급판정 자동화시스템은 정확한 입력 화상이 요구된다. 이송 중인 재장 3.6 m의 국내산 소나무의 제재목 화상을 생성시키기 위해서 영역카메라를 이용하여 부분 화상을 획득하였고 2종류의 템플릿 위치지정법과 6가지의 템플릿 크기 조건을 적용하여 병합하였다. 특징영역 추출법이 템플릿 고정법에 비해 병합 성능이 우수하였다. 길이오차의 발생 요인은 명도차이, 특정 패턴, 템플릿 크기 등에 의한 유사도 하락에 있었다. 부정합은 길이가 길고 반복적인 목리에서 주로 발생하였다. 템플릿 크기는 6가지 템플릿 종류 중에 크기가 가장 작은 $100{\times}100$ 화소가 가장 병합 성능이 우수하였다. 병합 성능을 향상시키기 위해서는 정밀한 템플릿의 크기 선정과 명도 차이를 감소시킬 수 있는 화상병합 전처리에 대한 연구가 요구된다.

산림녹지기능도의 도입 방향 (Directions for Forest Functions Mapping in Korea)

  • 변무섭;최만봉;김계환
    • 한국조경학회지
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    • 제29권5호
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    • pp.101-114
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    • 2001
  • This study analyzed and examined literature and legislation in Korean and other countries to examine the concept and sense of mapping of forest functions that would be used as basic information for efficient application and management of forest ecosystems. The mapping of forest functions in Germany has been utilized to field data for efficient work and management of the ecosystem, and evaluation of forest environmental ecology by the mapping of forest functions has been applied directly or indirectly in country management plans, conservation of nature and landscape management plans. Forest protection areas in Korea were analysed for creating a map of forest functions. As the results, forest functions could be sorted into five categories, such as conservation area of forest production, prevention of disasters, landscape and abiological natural resource, valuable biotope and ecosystem and civil recreation. The mapping method was applied to these 5 categories important conservation targets. It is considered that mapping of forest functions in Korea can be used for systematic forest works and efficient ecosystem utilization and management, as well as it use basic data for environmental and ecological comprehension and evaluation on forest and green tract of land on the level of country development and utilization.

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Shear Performance of Wood-Concrete Composite II - Shear Performance with Different Anchorage Length of Steel Rebar in Concrete -

  • Lee, Sang-Joon;Eom, Chang-Deuk;Kim, Kwang-Mo
    • Journal of the Korean Wood Science and Technology
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    • 제40권5호
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    • pp.327-334
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    • 2012
  • Wood and concrete show significantly different physical properties, and it need to be firstly understood for using wood-concrete composite. This study is performed for compensating this and effective hybridization of wood and concrete. This research in planned for wood-concrete composite after previous research which deals the shear performance with different anchorage length of steel rebar in wood. Yield mode and reference design value (Z) were derived using EYM (European Yield Model). And the yield mode changed before and after anchorage length of 10~15 mm - $I_s$ mode to IV mode. There was not increasing tendency of shear performance with increased anchorage length for over 20 mm of anchorage in concrete. And wood composite shows 65% and 93% on initial stiffness and yield load respectively compared with the wood-concrete composite. Wood-concrete composite showed brittle failure after yield point while wood-to-wood composite showed ductile failure.

Structural Performance of Finger-Jointed Lumber with Different Joint Configurations

  • Lee, Sang-Joon;Eom, Chang-Deuk;Kim, Kwang-Mo
    • Journal of the Korean Wood Science and Technology
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    • 제39권2호
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    • pp.172-178
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    • 2011
  • Three different finger-jointed lumbers which have different geometric features and adhesives were manufactured and studied in this study. Larch and pitch pine lumbers with and without preservative treatment were used. Bending MOE was measured as the preliminary investigation for grouping the specimen. After the finger, bending MOE of two wood species without preservative treatment shows over 97% property of the control group. The tensile modulus also shows almost same property after the finger joint. And it is found out that the preservative treatment induce little effect on bending and tensile MOE. Based on this result, high performance of examined finger-jointed lumber can be found out. However, tensile strength decreased around 20% which would be induced by the crack along the root of the finger which is formed near the edge during manufacturing stage. And finger-jointed lumber with preservative treatment even shows higher decrement of the tensile strength with higher wooden part failure mode.