• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1998년도 추계학술대회
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• pp.167-168
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• 1998

The purpose of this study is to verify the biomechanical characteristics of the custom-made(our) pedicle screws which are designed the different types of shape, pitch, and profile. The results of experiments for our pedicle screw were summarized. 1) The screw of larger outer diameter showed greater holding strength. 2) The holding strength of cylindrical shaped screw was superior to that of conical shaped screw. 3) The holding strength of buttress shape of thread profile showed superior to that of V-shape. 4) The pull out and holding strength of our pedicle screws was superior to that of commercialized screw (Diapason and CD) which is widely used.

• Journal of the Korean Wood Science and Technology
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• 제35권5호
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• pp.38-45
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• 2007

Flakeboards made from ring- and drum-cut flakes of Douglas-fir, hemlock, red lauan and kapur using two kinds of resin levels were evaluated for the selected properties according to flake thickness. The pH and buffering capacity of four species were determined. Those of kapur were extremely different from the other three species. These pH and buffering capacity values result in the poor internal bond strength of kapur flakeboard. The internal bond strength was affected significantly by flake thickness, resin content and species. MOR and MOE in bending strength were maximized at medium drum-cut flake thickness. Screw holding strength was not consistent for flake thickness, but it was influenced by species. Thickness swelling and water absorption of Douglas-fir and hemlock flakeboard were minimized at medium drum-cut flake thickness.

• Journal of the Korean Wood Science and Technology
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• 제41권6호
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• pp.544-550
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• 2013

국내에서 생산된 파티클보드에 대한 나사못 유지력을 기존의 식으로부터 수정 보완된 예측 식으로 나타내기 위해 나사못 유지력실험을 실시했다. 본 연구에 사용된 나사못은 No. 6, No. 8 및 No. 10이었다. 나사못 유지력의 예측 식은 나사못의 직경과 관입길이, 파티클보드의 비중 및 IB의 함수로 나타냈다. 예측 식은 길이가 서로 다른 No. 8 나사못의 실험결과와 상당히 일치하였다. 파티클보드에 대한 실험결과들과 표면에서 나사못 유지력의 예측 값은 비중보다 IB가 더 좋은 예측인자였고, 측면에서는 IB보다 비중이 더 일치하였다.

• Journal of the Korean Wood Science and Technology
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• 제19권3호
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• pp.27-34
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• 1991

Screw withdrawal test was carried out on the face and edge of domestic particleboard and medium density fiberboard in order to evaluate optimum pilot hole diameter. The obtained results were as follows: 1. Maximum withdrawal strengths on the face and edge of particleboard were obtained with pilot hole diameters at about 50% of root diameters of screw. 2. Maximum withdrawal strength on the face and edge of medium density fiberboard were obtained with pilot hole diameters that were about 60% and 50% of root diameters of screw, respectively. 3. Withdrawal strength showed about 91% of maximum withdrawal strength when pilot holes were not pre bored at particleboard. but when pilot holes at 90% of root diameter of screw withdrawal strength showed about as 51.3% of maximum withdrawal strength. 4. Withdrawal strength showed about 88% of maximum strength when pilot holes were not used, but withdrawal strength indicated 55.4% of maximum strength in case of 90% of root diameters of screw. 5. Maximum withdrawal strength on the face of particleboard was about 70.5% higher than that of the edge, and however medium density fiberboard was about 19.6% higher than that of the edge.

• Journal of the Korean Wood Science and Technology
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• 제13권3호
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• pp.3-26
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• 1985

The object of this study was to investigate the effects on physical and mechanical properties of wood particle and sawdust board combined with wire net. Conventional forming, press-lam, and veneer comply boards combining one to four wire net sheets were made from wood particle and sawdust with different spacings (8, 10, 12, and 18 Mok) and different wire diameters (0.35, 0.50, and 0.80mm) composing wire net. They were compared and analyzed statistically with specific gravity, thickness swelling, length swelling, bending properties (modulus of rupture, modulus of elasticity, work to proportional limit, and total work), internal bonding strength, and screw holding strength between wood particle and sawdust boards. The results obtained at this study as cording to the discussions might be concluded as follows; 1. In specific gravity, both particle and sawdust boards by press-lam method were higher than by conventional forming and veneer comply method, and the boards containing more wire net sheets also showed higher value. But the wire net spacings(Mok) had no influence on specific gravity. In general, particle board showed higher specific gravity than sawdust board. Veneer comply board showed lowest specific gravity values. 2. Both particle and sawdust boards by press-lam method was slightly lower than by conventional forming and veneer comply method in thickness swelling. The sawdust board containing 8, 12. and 18 Mok wire net showed lower thickness swelling than the corresponding particle board, but both sawdust and particle boards containing the T8 and 10 Mok wire net showed higher and similar thickness swelling. 3. Both particle and sawdust boards containing wire net showed no difference in MOR and MOE of bending. Comply board was the highest and particle board showed slightly higher than sawdust board in MOR and MOE values. 4. In work to proportional limit and total work in bending, both particle and sawdust boards containing thicker wire diameter and more wire net sheets showed higher value. From these facts, it is conceivable that boards with thicker wire diameter and more wire net sheets show increasing resistance against external force. But there was no significant difference between particle and sawdust borads. 5. In resistance against delamination (internal bonding strength), both sawdust and particle boards containing wire net showed lower value than control, and also showed decreasing tendency with more number of wire net sheet composed. Particle board showed higher resistance against delamination than sawdust board. 6. In screw holding strength, sawdust board containing thicker wire diameter and more wire net sheets showed higher value, but particle board by press-lam method was higher than by conventional forming and veneer comply method. Screw holding strength of particle board was higher than that of sawdust board.

• Journal of the Korean Wood Science and Technology
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• 제19권4호
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• pp.43-51
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• 1991

This study was carried out to determine the withdrawal strength of various screws according to root diameter of screw and embeded length on the face and edge of domestic particleboard and medium density fiberboard. The obtained results were as follows: 1. The withdrawal strength of screw in domestic particleboard and medium density fiberboard was closely related to embeded length of the screw but less dependent on root diameter of the screw. 2. The withdrawal strength on the face and edge of domestic particleboard could be predicted by means of the following expression: $F_{Pf}=4.60{\times}D^{0.24}{\times}L^{1.14}(R^2=0.87)$ $F_{Pe}=0.54{\times}D^{0.43}{\times}L^{1.73}(R^2=0.84)$ Where: $F_{Pf}$ : withdrawal strength on the face of particleboard(kgf) $F_{Pe}$=withdrawal strength on the edge of particleboard(kgf) D=diameter of the screw(mm) L=embeded length(mm) 3. The withdrawal strength on the face and edge of domestic medium density fiberboard could he predicted by means of the following expression: $FM_f=1.53{\times}D^{0.53}{\times}L^{1.39}(R^2=0.93)$ $F_{Me}=1.14{\times}D^{0.66}{\times}L^{1.36}(R^2=0.87)$ where: $F_{Mf}$ = withdrawal strength on the face of medium density fiberboard(kgf) $F_{Mf}$=withdrawal strength on the edge of medium density fiberboard(kgf).

• Journal of the Korean Wood Science and Technology
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• 제16권1호
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• pp.21-44
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• 1988

팔만칩 및 톱밥을 보오드에 활용(活用)하기 위한 방안(方案)의 하나로, 이들의 취약한 처리(物理) 및 기계적(機械的) 성질(性質)을 개선(改善)시키기 위하여 비목질재료(非木質材料)인 폴리프로필렌망(網)을 결체(結締)하여 보오드를 제조(製造)하였다. 보오드의 제조조건(製造條件)은 비중(比重)을 0.40, 0.55, 0.70 및 0.85의 4수준으로 하고 수지첨가율(樹脂添加率)을 8%, 10%, 12% 및 14%의 4수준으로 하였으며, 망수(網數)는 1장에서 4장으로 하여 보오드를 각각 제조(製造)하였다. 이들 보오드의 물리(物理) 및 기계적(機械的) 성질(性質)은 두께팽창율(膨脹率), 휨파괴계수(破壞係數), 휨탄성계수(彈性係數), 인장강도(引張强度), 박리저항(剝離抵抗) 및 나사못보지력(保持力) 등을 측정조사(測定調査)하고 고찰(考察)하였는데 본연구(本硏究)에서 얻은 중요한 결론(結論)은 다음과 같다. 1) 지수첨가율(指數添加率)이 증가함에 따라 두께팽창율(膨脹率)은 감소(減少)하였고, press-lam 보오드는 일반성형(一般成形)보오드 보다 낮은 값을 보여 주었다. 2) 보오드의 휨파괴계수(破壞係數) 및 탄성계수(彈性系數)는 비중(比重)이 증가하였으며 press-lam 보오 드는 일반적형(一般的形)보오드보다 높은 값을 나타내었다. 망수(網數)가 증가함에 따라 휨파괴계수(破壞係數)는 증가하였고, 수지첨가율(樹脂添加率)이 증가함에 따라서도 같은 양상이 나타났으나 휨탄성계수(彈性係數)의 경우 망수(網數)에 따른 효과(效果)는 나타나지 아니하였다. 3) 비중(比重)이 증가함에 따라 보오드의 인장강도(引張强度)는 증가하였으며, 망구성(網構成)보오드는 대조보오드보다 높은 값을 나타내었다. 또 망수(網數)가 증가함에 따라서도 인장강도(引張强度)는 증가하였으며, press-lam 보오드는 일반적형(一般的形)보오드보다 높은 인장강도치(引張强度値)를 보여 주었다. 4) 보오드의 박리저항(剝離抵抗)은 비중(比重)이 증가함에 따라 증가하였으며 망(網)을 결체(結締)한 보오드는 대조보오드 보다 모두 낮은 값을 보여 주었다. 기수매구성(奇數枚構成)보오드는 우수매구성(偶數枚構成)보오드보다 낮은 박리저항치(剝離抵抗値)를 보였다. 5) 수지첨가율(樹脂添加率) 및 비중(比重)이 증가함에 따라 나사못 보지력(保持力)은 증가하였으나, 망구성(網構成)보오드와 대조보오드사이에서의 차이는 크지 아니하였다. presslam 보오드에서 팔만칩보오드의 경우 고비중(高比重)보오드가, 톱밥보오드의 경우 저비중(低比重)보오드가 각각 대조보오드보다 높은 값을 보여 주었다.

• Journal of the Korean Wood Science and Technology
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• 제18권2호
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• pp.67-78
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• 1990

This study was performed to determine the characteristics of physical and mechanical properties of domestic wood based materials; plywood, particleboard, medium density fiberboard. Main items of tested properties were panel size, moisture content, water absorption, linear expansion and thickness swelling, glue bond shear strength, bending properties(stress at proportional limit, modulus of rupture. modulus of elasticity), tensile strength, screw holding strength, and internal bond as neccessary. the results were discussed mainly with Korean Standards. The obtained conclusions are as follows; 1. Length and width of 3mm thin plywood(3-ply) and 12mm thick plywood(7-ply) were satished with KS-standard, but thicknesses of these panels were not- passed tolerance limit except one of eight makers. 2. Length and width of particleboard and medium density fiberboard were greater than the tolerance limit value of KS standard, but the thicknesses of these panels were passed this value. 3. Moisture contents of 12mm thick and 3mm thin plywood were satisfied with KS-standard except one mill made 3mm thin plywood. 4. Moisture absortion of plywood was not passed tolerance limit of KS-standard but particleboard was satisfied with this standard value. 5. Dry and wet shear strengths in glue bond of 3mm thin plywood were not reached to KS-standard, but those of 12mm thick plywood were sufficiently satisfied with KS standrad. 6. Modulus of ruptures, parallel to grain and perpendicular to grain of plywood, and particleboard and medium density fiberboard were satisfied with KS-standard. 7. Tensile strengths, parallel to grain and perpendicular to grain of plywood were satisfied with allowance stress of US product standard PS 1-74. 8. Screw holding strength of particleboard was not reached to KS standard, but internal bond was satisfied with KS standard.

• Journal of the Korean Wood Science and Technology
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• 제48권1호
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• pp.86-94
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• 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.

• Journal of the Korean Wood Science and Technology
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• 제41권1호
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• pp.12-18
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• 2013

기존의 목재 데크는 보행자의 반복하중으로 못이 인발되어 안전사고가 발생할 우려가 있다. 또한, 데크재와 장선재를 접합 시 접합구에 의하여 목재가 갈라지거나 접합구의 재질에 따라 목재의 부후 속도가 빠르게 진행되는 문제점이 있다. 본 연구에서는 국내 A사에서 개발한 플라스틱 연결구를 사용하여 데크 유닛을 제작, 휨 하중시의 접합내력 성능을 평가하였다. 데크재는 Southern yellow pine (Pinus palustris Miller)을 사용하였다. 접합구의 종류를 달리하여 장선 간 간격(400, 600 mm)에 따른 데크 유닛의 휨 내력 시험을 실시하였다. 시험결과 탄소강 재질의 접합구로 강화플라스틱 연결구에 접합한 시험체의 평균 휨 내력(장선재 간 간격 : 400, 600 mm)이 가장 높게 측정되었으며, 장선재의 폭(40, 50, 70, 80 mm)에 따른 휨 내력 시험 결과 장선재의 폭이 40 mm일때 가장 높은 내력이 측정되었다.