• Journal of the Korean Wood Science and Technology
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• 제49권1호
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• pp.57-66
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• 2021

In recent years, the use of cross laminated timber (CLT) has been evolving. In addition, CLT manufactured with various species such as Japanese cedar has been developed to utilize the local resources in each country. However most factories in Japan produce CLT by bonding the laminae in width direction for orthogonal layers, where grain of element is perpendicular to the grain of outer layer, and this process is considered to be one of the factors that reduce productivity. A new wood based material (hereinafter referred to as Ply-lam) using wooden panel such as plywood for the orthogonal layer was developed in order to improve productivity in CLT manufacturing and improve quality. Japanese cypress lamina was used for the parallel layer, where grain of element is parallel to the grain of outer layer, of CLT and Korean larch plywood was used for the orthogonal layer, in order to effectively use Korean larch and expand the utilization of Japanese cypress. The cross-sectional construction of the Ply-lam was 5-layers 5-plies, and the dimensions were 1000 mm (width) × 150 mm (depth) × 4000 mm (length). As a performance evaluation of the manufactured Ply-lam, strength tests such as out-of-plane bending, in-plane bending, out-of-plane shearing and in-plane shearing tests were carried out. As the result of this study, Ply-lam composed of Japanese cypress lamina panels and Korean larch plywood showed very higher out-of-plane bending strength compared to the standard strength of CLT. And the result obtained in other tests seems to show a sufficiently high value.

• Journal of the Korean Wood Science and Technology
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• 제40권3호
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• pp.177-185
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• 2012

목질 판상재료 생산을 위하여 현재 주로 사용되고 있는 석유화학계 접착제를 대체하여 재생가능한 원료로부터 대체 접착제를 개발하기 위한 관심이 증대하고 있다. 본 연구에서는 바이오 디젤 부산물인 유채박을 산 및 알칼리 가수분해를 통해 접착제를 제조하고, 이 접착제를 중밀도섬유판(MDF) 제조에 적용한 후 물성과 강도 특성을 조사하여 유채박의 중밀도 섬유판 제조용 접착제에 대한 가능성을 확인하고자 하였다. 먼저 유채박 접착제 조제를 위하여 유채박을 산과 알칼리 가수분해를 통해 개량한 다음, phenol formaldehyde (PF) prepolymer 와 혼합하여 접착제를 제조하고 이를 중밀도 섬유판 제조용 접착제로 사용하였다. 제조된 중밀도 섬유판의 평균 함수율과 밀도는 모두 KS의 기준을 만족시키는 것으로 나타났으며, 흡수 두께 팽창률은 다소 높게 나타났다. 중밀도 섬유판의 휨강도는 요소수지 접착제로 제조한 중밀도 섬유판보다 낮은 것으로 나타났지만 박리강도는 일부 조건에서 요소수지 접착제로 제조한 중밀도 섬유판보다 높게 나타나 석유화학계 접착제의 대체 접착제로의 가능성을 보여주었다. 접착성능의 향상을 위해서는 최적화되는 중밀도 섬유판의 제조공정의 변수에 대한 추가 연구가 필요할 것으로 생각된다.

• Journal of the Korean Wood Science and Technology
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• 제42권2호
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• pp.163-171
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• 2014

Environmental issues about indoor air quality have been increased and focused on volatile organic compounds (VOCs) caused cancer, asthma, and skin disease. Reducing VOCs has been attempted in many different methods such as using environmentally friendly materials and air cleaner or purifier. Charcoal is well known material for absorbing VOCs. Therefore, carbonized board from medium density fiberboard has been developed. We assumed that the source of carbonized boards can be any type of wood-based panels. In this study, carbonized boards were manufactured from oriented strand board (OSB) at 400, 600, 800, and $1000^{\circ}C$. Each carbonized OSB (c-OSB) was evaluated and determined physiomechanical characteristics such as exterior defects, dimensional shrinkage, modulus of elasticity, and bending strength. No external defects were observed on c-OSBs at all carbonizing conditions. As carbonizing temperature increased, less porosity between carbonized wood fibers was observed by SEM analysis. The higher rate of dimensional shrinkage was observed on c-OSB at $1000^{\circ}C$ (66%) than c-OSB at 400, 600, and $800^{\circ}C$ (47%, 58%, and 63%, respectively). The densities of c-OSBs were lower than original OSB, but there was no significant different among the c-OSBs. The bending strength of c-OSB increased 1.58 MPa (c-OSB at $400^{\circ}C$) to 8.03 MPa (c-OSB at $1000^{\circ}C$) as carbonization temperature increased. Carbonization temperature above $800^{\circ}C$ yielded higher bonding strength than that of gypsum board (4.6 MPa). In conclusion, c-OSB may be used in sealing and wall for decorating purpose without additional artwork compare to c-MDF which has smooth surface.

• Journal of the Korean Wood Science and Technology
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• 제38권6호
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• pp.507-517
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• 2010

2006 IPCC 가이드라인에서 제안한 HWP 탄소계정 방법을 이용하여 HWP 내 탄소 저장량을 추정하였고 우리나라 국가 온실가스 인벤토리와 산림 부문에 미칠 영향을 분석하였다. 사용 중에 있는 제재목, 목질보드류, 기타 산업용 목재, 종이 및 판지를 대상으로 하여 목제품 내 탄소저장량의 변화량을 추정하였다. 1970년부터 2008년 동안 사용 중에 있는 목제품 내 이산화탄소 저장량의 연간 변화량은 접근법에 따라 -9,023 Gg $CO_2$/yr에서 4,052 Gg $CO_2$/yr으로 추정되었다. 우리나라는 목제품의 순수입국이기 때문에 탄소 축적 변화 접근법이 가장 유리한 결과를 보였다. 그러나 각 접근법이 목제품의 벌채량 및 교역량, 바이오에너지로의 목재 이용과 재활용에 미치 는 영향은 상이하게 나타나고 있다. 따라서 계정 방법에 대한 우리나라 입장을 결정할 때 국가 온실가스 인벤토리에 대한 영향뿐 아니라 미래에 추진할 산림정책 방향도 고려하여 야기될 수 있는 부정적인 영향을 최소화하는 방법을 선택해야 한다.

• Journal of the Korean Wood Science and Technology
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• 제11권3호
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• pp.3-13
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• 1983

크라프트 펄프의 screening rejects, 볏짚 그리고 이들의 1 : 1 비율의 혼합 물질을 사용하여, 5가지의 다른 섬유판(纖維板) 밀도(密度)를 가지는 섬유판을 만들었다. 이들을 유황(硫黃) 화합물(化合物)에 침적(沈積)시켰다. 제조(製造)한 복합재(複合材) 속의 유황(硫黃) 화합물(化合物)의 노화효과(老化效果)를 관찰하기 위해 1년동안 일정한 시간(時間) 간격(間隔)으로, 이 복합재의 기계적 강도(强度)를 Young 계수(係數)로 나타내었다. 최적(最適)의 섬유판과 유황 화합물의 제조 조건하(下)에서, 이 목재(木材) 섬유(纖維) 복합재(複合材)의 Young 계수(係數)는 기존의 합성수지로 만든 복합재나 목재 선유로 만든 집성재(集成材)나 복합재보다 훨씬 큰 결과를 보여 주었다. 예를 들어, 목재 섬유판 밀도가 0.35gm/$cm^3$인 이 복합재의 modulus of elasticity와 modulus of rupture는 각각 1,000,000psi와 7000psi인데 반해, 섬유판 밀도가 1.28gm/$cm^3$인 hardboard의 그것들은 각각 800,000psi와 6000psi를 나나내었다.

• Journal of the Korean Wood Science and Technology
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• 제23권4호
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• pp.39-45
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• 1995

The plywoods commonly used as decorative interior materials for the construction are inflammable and so it is a causative factor for making fire accidents, resulting in the destruction of human life and personal properties. Indeed, it is, therefore, required to produce fire-retardant plywoods. In this study, a special grade of defect-free, Kapur plywood was used. Specimens were cut into 3- by 20cm dimensions from 120- by 240- by 0.33-cm panels(thin panel) or 120- by 240- by 0.5-cm panels(thick panel). Some specimens were treated with diammonium phosphate(DAP), but some were not treated with diammonium phosphate to use as control panels. Chemical absorption, drying curves, drying rates and dynamic Young's modulus were investigated. The results were summaries as follows; 1. The specimens were soaked into 19% diammonium phosphate solution by a full cell pressure process and the diammonium phosphate retained in the thin and thick plywoods was 1.409kg/$(30cm)^3$, 1.487kg/$(30cm)^3$, respectively. 2. Diammonium phosphate-treated plywoods were redried with press-drying process at one of either condition dried on the platen($115^{\circ}C$) for a period of time or dried on the platen($50^{\circ}C$) for 3 hrs plus in a dry-oven($30^{\circ}C$) for 24 hrs. or dried on the platen($60^{\circ}C$) for 2 hrs plus in a dry-oven($30^{\circ}C$) for 24 hrs. The drying rate of treated thin specimens dried at $60^{\circ}C$ plus $30^{\circ}C$ and $115^{\circ}C$ only was found to be 0.04 %/min. and 8.53 %/min. Similarly, the drying rate of treated thick specimens were 0.03 %/min. and 6.77 %/min. respectively. 3. It was evident that highly-significantly different drying rate of treated plywoods was observed between plywood thicknesses and platen temperatures and the rate was increased by elevating the platen temperature up to $115^{\circ}C$. Based on the two-way variance analysis, highly significant drying rate was observed from the interaction between plywood thicknesses and platen temperatures. 4. After redrying, the specimens were weighed and reconditioned to a constant weight in a facility maintained temperature ($20^{\circ}C$) and relative humidity(65%) prior to test dynamic Young's modulus. The test revealed that the thin specimens dried at the platen temperature of $50^{\circ}C$, $60^{\circ}C$, $115^{\circ}C$ and untreated specimens showed 1.070E+09 dyne/$cm^2$, 1.156E+09 dyne/$cm^2$, 1.243E+09 dyne/$cm^2$, and 1.052E+09 dyne/$cm^2$, respectively. Likewise, the thick specimens revealed 5.647E+09 dyne/$cm^2$ 5.670E+09 dyne/$cm^2$, 6.395E+09 dyne/$cm^2$ and 5.415E+09 dyne/$cm^2$, respectively. 5. It was evident that significantly different dynamic Young's modulus was observed between the plywood thickness and the platen temperature, but not in the two-way interaction between the plywood thickness${\times}$the platen temperature.

• Journal of the Korean Wood Science and Technology
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• 제42권6호
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• pp.714-722
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• 2014

선행연구에서 다양한 목질 보드류를 열분해하여 다공질 탄화보드 제조에 성공하였고, 높은 난연성, 전자파차폐성, 원적외선방사, 폼알데하이드 흡착성, 흡음성능을 확인하였다. 본 연구에서는 경제성과 흡음성이 뛰어난 탄화 중밀도 섬유판(MDF)을 선택하여 보다 높은 흡음성능을 부여하기 위해 다른 흡음재료에도 사용 중인 샌딩처리와 타공기법을 시도하였다. 또한 개선된 흡음성능을 바탕으로 실제 음향판을 제작하여 그 음향적 효과를 파악하였다. 탄화 MDF를 십자모양(타공 5개), 직사각형모양(타공 9개), 일자모양(타공 5개)으로 타공 처리한 후, 흡음률을 측정한 결과, 무처리 탄화 MDF의 흡음률은 14% 정도를 나타내었고, 직사각형모양 타공 시편이 16.01%로 흡음률이 가장 높았고 십자모양 타공 시편이 15.68%, 일자 타공 시편은 14.25%의 흡음률을 나타내어 그 효과가 미미하였다. 반면에, 탄화 MDF의 표면을 각 1, 2, 3 mm로 표면샌딩 처리후 흡음률을 측정한 결과, 무처리 시편(13%)에 비해 65% 증가한 21.7% (1 mm 샌딩), 21.83% (2 mm 샌딩), 19.37% (3 mm 샌딩)를 확인하였다. 이 결과를 바탕으로 실대형 탄화보드 복합 음향판을 제작하였으며 잔향실법으로 흡음시험한 결과 감음계수 0.45로 높은 흡음성능을 발휘하여 상업화도 가능할 것으로 판단된다.

• Korean Chemical Engineering Research
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• 제55권3호
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• pp.385-394
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• 2017

도계부산물인 닭털(CF)의 알칼리 및 산 가수분해물과 폼알데히드계 가교제를 혼합하여 조제한 접착제의 반응기작 및 경화특성을 조사하였다, 또한 이를 적용시켜 제조한 중밀도섬유판(MDF)의 물성 및 폼알데히드 방산량 측정 결과를 토대로 CF 접착제의 목질계 판상재 제조를 위한 분사형 접착제로서 적용 가능성을 확인하기 위하여 본 연구를 수행하였다. 고형분 함량이 40% 이상인 CF 접착제는 상온에서 점도가 높았으나, $50^{\circ}C$에서 측정한 점도는 $300{\sim}660m{\cdot}Pa{\cdot}s$로 측정되어 낮은 점도를 요구하는 분사형 접착제로 적용이 가능하였다. 적외선 분광기 분석을 통하여 폼알데히드계 가교제의 사용에 따른 methylol기의 부가 및 축합반응을 확인하였다. 시차주사 열량계 분석을 통하여 CF 접착제가 현재 목질계 판상재 제조에 사용되고 있는 요소수지(C-UF)와 비교하여 높은 열압온도 또는 긴 경화시간이 필요한 것으로 조사되었다. 5% NaOH 농도의 수용액에서 가수분해된 CF 가수분해물(이하 CF-AK-5%)과 formaldehyde/phenol 몰비가 2.5인 phenol-formaldehyde prepolymer (PF-2.5)로 조제한 접착제를 사용하고 8분간 열압하여 제조한 MDF에서 높은 휨강도(MOR)와 박리강도(IB)를 보였다. 또한 이 접착제로 제조한 MDF의 MOR과 IB는 대부분의 접착제 조제 및 열압 조건에서 C-UF로 제조한 MDF보다 높았다. 이 측정치를 KS 규격과 비교하였을 때, IB는 모든 조건에서 기준을 상회하였으나, MOR은 CF-AK-5%와 PF-2.5로 조제한 접착제를 사용하고 8분간 열압하여 제조한 MDF를 제외하고 그 기준을 만족하지 못하였으며, 24-TS도 모든 조건에서 기준을 만족하지 못하였다. 그러나 MDF 제조시 보드의 목표밀도를 높이거나 내수성 부여를 위하여 접착제에 첨가하는 wax emulsion의 양을 증가시킬 경우 MOR과 24-TS는 충분히 향상될 것으로 생각한다. 한편, MDF 제조에 있어 CF 접착제의 사용은 폼알데히드 방산량을 크게 감소시켰으며, 따라서 적절한 조건에서 조제된 CF 접착제는 목질계 판상재 제조를 위한 분사형 접착제로서 적용이 가능할 것으로 판단된다.

• Advances in materials Research
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• 제6권2호
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• pp.221-231
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• 2017

The concept design of the typha strawbale masonry came up as a result of the urgent demand for a means of constructing sustainable buildings, both in rural and urban settlement, not only suitable for dwellers but for keeping farm products by structures that will respond to the environmental eco-system, coupled with the fact that such structures are also affordable, durable and easy to maintain during their service period. The effects of contact between plaster and the stacked strawbale of a masonry needs to be established and design optimization for durability and stability of the masonry be obtained. The assessment will involve the application of plaster materials (cement and natural earth) to the wall specimen panels. Past works have shown that plastered strawbale walls have adequate resistance against the appropriate vertical loads, and further showed that the earth plaster can bear higher stress than the cement plastered straw bale. There is the implication that the collapse or response of the earth-strawbale wall is significantly higher compared to that of cement-strawbale from other straw-based masonries. Therefore the allowable stresses of plastered typha strawbale shall be predicted for their optimum values using SAP2000. The stress stability of each masonry is obtained by analytical model using the best fit variables for the wall height and thickness.

• 한국농촌건축학회논문집
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• 제15권3호
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• pp.17-24
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• 2013

This study examined and investigated architectural characteristics such as the use of buildings, the number of layers, and structure, and roof landscape characteristics such as roof types, materials, and color in rural villages which were located on the street on the assumption that the landscape of rural villages should be managed by considering visual aspects. The results were as follows. The commonest frequency was found in 'residence'(2/3) for the use of buildings and 'masonry structure'(2/3) for the structure. 'Wood structure' and 'light gauge steel structure(prefabricated structure)' were also commonly found. The results suggest that although many rural houses have partially improved by agricultural and fishery development projects and garden suburbs has been increased by city residents' desire for rural life, there have been still many old houses. Frequently used roof types were a gambrel roof and a hipped roof. Roof materials were mixed in several materials such as tiles, slate, panels, color steel plate, reinforced concrete, and asphalt shingles. Roof color was also mixed in several colors such as reddish N7 and N0.5 of Neutral color, 10R3/6 and 10R3/10 of R color, 7.5B4/10 and 7.5B7/8 of B color and 5G8/6 of G color. The result suggests that roof color impedes the landscape of rural villages on the street. Based on the results, some roofs of rural villages were improved by the support of the government or the local governments but there are still many old roofs. The mixture of improved roofs and old roofs mainly contributed to impeding the landscape of rural villages and it was probably caused by the lack of systematic landscape plans by individual improvement of buildings. Therefore, it is necessary to devise systematic landscape plans in consideration of local identity and neighboring environment. In particular, the guideline for roof color influencing a street landscape should be established.