• 한국구조물진단유지관리공학회 논문집
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• 제13권6호통권58호
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• pp.106-114
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• 2009

건조물문화재의 부식 및 노후화에 대한 보존수리는 원형유지를 기본원칙으로 하며, 수리로 인해 인위적인 훼손을 가하는 과오를 범해서도 안 된다. 따라서 합성수지를 이용한 보존처리방법이 부각되어지고 있다. 본 연구의 목적은 합성수지로 보강한 사각단면 목재의 휨 성능에 관한 연구로서 합성수지의 보강길이, 보강면적비율, 합성수지 재료강도, 보강위치를 변수로 하여 총 11개의 시험체를 제작하여 실험하였다. 이 연구의 결과는 목재의 휨 보강재로 합성수지의 보강효과가 있는 것으로 나타났으며, 사용 가능성을 확인 할 수 있었다.

• Journal of the Korean Wood Science and Technology
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• 제28권3호
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• pp.14-24
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• 2000

본 연구에서는 향후 공급량이 증가될 것으로 예상되는 라디아타소나무와 국산 낙엽송의 두 수종을 이용하여 합판을 제조하고 구조용 합판 및 콘크리트 거푸집용 합판으로서의 사용 가능성을 검토하고자 하였다. 먼저, 기초적인 재질을 평가하기 위하여 합판의 재질시험 및 못성능 등의 시험을 실시하였고, 콘크리트조 주택 혹은 목조주택 등의 구조용 재료로의 사용을 검토하기 위해 집중하중과 균일분포하중에 의한 구조성능 시험 및 콘크리트 거푸집용으로서의 성능시험을 실시하였다. 합판의 기초 재질에 해당되는 비중, 너비 굽음, 길이 굽음 비틀림에 대한 실험 결과, 구조용 재료로서의 기준을 만족하였다. 못 측면 저항력, 못 인발 저항력 그리고 못머리 관통력에 대한 실험 결과, 구조용 재료로서의 벽체나 지붕재에 대한 표준성능을 만족하였다. 이들 두 수종으로 제조한 합판의 경우, 집중하중과 균일 분포하중에 의한 구조성능 평가, 콘크리트 거푸집용으로서의 성능 평가 결과를 볼 때 구조용 덮개재, 바탕바닥 마감재, 콘크리트 거푸집용 재료로의 사용이 가능하다고 판단되었다.

• Journal of the Korean Wood Science and Technology
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• 제35권6호
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• pp.13-22
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• 2007

주요 조림수종으로 도입 식재된 리기다소나무의 고부가가치 이용을 위한 구조용 집성재 이용 가능성을 검토하고, 이에 적합한 기술을 개발하기 위하여 본 연구를 수행하였다. 국산 리기다소나무 제재목의 기계응력등급은 대부분 E7에서 E9등급으로 집성재 제조에는 다소 불량한 것으로 나타났다. 반면 단일수종 및 혼합수종 구조용 집성재 제조에 필수적인 리기다소나무 및 낙엽소 판재의 접착성을 평가한 결과 전단접착력, 목파율, 침지 및 삶음박리율 모두 KS기준 이상으로 나타났다. 리기다소나무 단일수종 집성재의 휨성능을 측정해본 결과 휨강도는 KS의 집성재 강도등급에 따른 휨성능 합격기준을 만족한 반면 휨 탄성계수는 기준에 다소 못 미치는 결과를 나타내었다. 그러나 낙엽송 층재와의 혼합구성을 통해 리기다소나무 집성재의 휨성능(휨강도와 휨탄성계수)을 20% 향상시킬 수 있었으며, 층재 구성방법에 있어서는 판재의 탄성계수가 높고 품질이 우수한 낙엽송 층재를 외층에 배치하는 방법이 보다 효과적인 것으로 확인되었다. 결론적으로 리기다소나무의 부가가치 증진을 위한 구조용 집성재 이용은 그 가능성이 매우 컸다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.85-86
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• 2023

In this study, charring properties such as charring layer and mass change of wood with temperature were investigated through cone calorimeter test on douglas-fir, which is representative of various wood structures. the results showed that ignitions at 390 degrees and a charring layer is formed.

• 펄프종이기술
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• 제36권5호
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• pp.69-77
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• 2004

Degradations of pine, yellow poplar and sweet gum by two fungi, Pycnoporus cinnabarinus and Trichophyton rubrum LSK-27 were investigated. P. cinabarinus degraded pine block samples much faster than T rub rum LSK-27, whereas P. cinnabarinus and T rubrum LSK-27 degraded yellow poplar and sweet gum at almost the same rate. In an effort to get a better understanding of how fungi degrade lignin in wood, contents of various functional groups were analyzed. After three-months of degradation of pine flour by these fungi, the following changes were observed: an increase in condensed phenolic OH group and carboxylic acid group content, a decrease in the guaiacyl phenolic OH content, and little change of aliphatic OH group content. Further studies in the degradation of pine flour by P. cinnabarinus indicated that the increase in condensed phenolic OH group content and the decrease in guaiacyl phenolic OH group content occurred in the first month of the degradation. The changes of functional group contents in the degradation of unbleached softwood kraft pulp by P. cinnabarinus had the same trends as those in the degradation of pine flour. That is, structural alteration of lignin due to the kraft pulping process had little effect on how P. cinnabarinus degraded lignin.

• Journal of the Korean Wood Science and Technology
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• 제34권5호
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• pp.19-28
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• 2006

There has been considerable research in recent times in light-timber med structures in fires. These structures have included horizontal (floor-like) panels in bending and walls under eccentric and approximately concentric vertical loading. It has been shown that compression properties are the most dominant mechanical properties in affecting structural response of these structures in fire. Compression properties have been obtained by various means as functions of one variable only, temperature. It has always been expected that compression properties would be significantly affected by moisture and stress, as well. However, these variables have been largely ignored to simplify the complex problem of predicting the response of light-timber framed structures in fire. Full-scale experiments on both the panels and walls have demonstrated the high level of significance of moisture and stress for a limited range of conditions. Described in this paper is an overview of these conditions and experiments undertaken to obtain compression properties as a functions of moisture, stress and temperature. The experiments limited temperatures to $20{\sim}100^{\circ}C$. At higher temperatures moisture vaporizes and moisture and stress are less significant. Described also is a creep model for wood at high temperatures.

• Journal of the Korean Wood Science and Technology
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• 제44권2호
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• pp.231-240
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• 2016

The change in chemical compositions of leachate and medium density fiberboard (MDF) from a laboratory-scale simulated landfill which constructed in a plastic container containing alternating layers of soil and MDF was investigated to evaluate decomposing of MDF in soil. Four treatments were conducted: 1) MDF in soil, 2) MDF only, 3) cured UF resin in soil, and 4) soil only. Molecular weight (MW) distribution of compounds in leachate from soil only treatment did not change over time. In UF resin in soil treatment, the MW distribution shifted to a lower MW distribution over time, while the peak shifted to the left indicated changing to higher MW distribution in leachate from treatment 1 and 2 contained MDF. Higher percent nitrogen in leachate was observed in MDF containing treatments due to the UF resin in the MDF. The percent carbon slightly increased in MDF only while that greatly decreased in MDF in soil treatment maybe due to bacterial activity. The percent of extractable materials from the MDF decreased greatly on day 35 compare to day 0, and subsequently did not change much on day 77. In contrast, percent holocellulose and lignin did not change much over time. No structural change of the wood fiber in MDF occurs during the study. Water-soluble materials from MDF in soil contributed the change in chemical composition of leachate.

• Journal of the Korean Wood Science and Technology
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• 제37권2호
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• pp.121-127
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• 2009

Acacia wood (Acacia mangium Willd.) is the most popular fast growing tree species planted in timber estate in Indonesia and is considered to be very valuable raw materials for structural composite products. The objective of the research was to evaluate the properties of OSB prepared from A. Mangium wood with or without immersing the strands to hot water at $80^{\circ}C$ for 2 hours. MDI adhesive was used in 3 levels i.e., 3%, 5%, and 7%. The moisture content of strand was 7%. The results indicated that immersing strands in hot water for 2 hours at $80^{\circ}C$ prior to manufacture OSB improved significantly the mechanical peoperties (i.e., MOR and MOE) of OSB. The higher the adhesive content resulted in the better the dimensional stabilisation (i.e., water absorption and thickness swelling) and the mechanical properties (i.e., MOR, MOE and IB) of OSB. OSB prepared from hot-water immersed strands with 5% adhesive content has met all parameters requirement on the JIS A 5908 (2003) standard.

• Nuclear Engineering and Technology
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• 제54권10호
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• pp.3766-3777
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• 2022

It is essential to ensure the safety of spent nuclear fuel (SNF) transport cask in drop situation that is included in transport accident scenarios. The safety of the drop situation is affected by the impact absorption performance of impact limiters. Therefore, when designing an impact limiter, the uncertainty in the material properties that affect the impact absorption performance must be considered. In this study, the material properties of the wood inside the impact limiter were selected as the variables for a parametric study. The sensitivity analysis of the drop response of the SNF transport cask with impact limiter was performed. The minimum wood strength required to prevent a direct collision between the cask and floor was derived from the analysis results. In addition, the plastic strain response was analyzed and strain-based evaluation was performed. Based on this result, the critical values of wood properties that change the impact dynamic characteristics were investigated. Finally, the optimal material properties of wood were obtained to secure the structural safety of the SNF transport cask. The results of this study can contribute to the development of SNF transport cask, thereby ensuring safety in transport accident conditions.

• 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.