JP2006175864A - Woody panel - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a woody panel capable of attaining a sharp reduction in weight and maintaining sufficient strength and stiffness. <P>SOLUTION: The woody panel using wood laminea as a constituent is formed of a flat board part positioned in the upside, a flat board part 14 positioned in the lower side and pillar parts 16 supporting the flat board part positioned in the upside, and has hollow parts in its inside. The wood laminea 20b composing the pillar parts 16 are piled so that the lamination direction of the wood laminea 20b (arrow β in the drawing) may become orthogonal to the axial direction of the pillar parts 16 (arrow α in the drawing). <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a wood panel that is lightweight but has high rigidity.

  Conventionally, a wood panel has been used as an industrial material to replace a natural wood board. A wood panel is a component made of a relatively small piece of wood such as wood chips or wood fiber, and after kneading an adhesive or an additive into the component, it is molded into a plate shape by heating and compression. Compared to natural timber board, wood panels can be used effectively for thinned wood, sawdust, building waste, etc., and the additives add performance such as antiseptic, waterproof and fireproof properties. It has the advantage of being able to. Such a wood panel is used as a floor base material, for example.

  The floor base material is a member related to the floor structure of a building, and is a member provided under a finish such as flooring. FIG. 12 is a diagram illustrating an example of a floor structure. As shown in this figure, support legs 130 are installed on a foundation floor 110 such as a concrete slab with a predetermined interval through vibration-proof rubber 120. Further, the upper end of the support leg 130 supports the panel-like floor base material 150 through the support member 140 so as to be substantially horizontal. A finish tension 160 is stretched on the upper surface of the floor base material 150. A material used as a building material, such as the floor base material 150, is preferably as light as possible from the viewpoint of ease of construction and economy. Moreover, as a general method for reducing the weight of the wood panel, there are a method of reducing the thickness of the wood panel body, a method of using low density wood as a constituent element of the wood panel, and the like.

  However, in the case of a wooden panel that has been reduced in weight by such methods, the strength and rigidity of the wooden panel will decrease as the weight is reduced, so that the wooden panel may become unusable. It was.

  The present invention has been made in view of the above-described problems, and an object of the present invention is to provide a wood panel that can achieve significant weight reduction and can maintain sufficient strength and rigidity. There is to do.

In order to solve the above-mentioned problems, in the wood panel according to the present invention, a plurality of wood slices in which fibers are aligned in one direction along the surface are laminated in a plate shape so that the surfaces are substantially parallel to each other. By joining, the pillar part and the flat plate-like first and second flat part are formed, and the pillar part supports the first flat part and the second flat part in parallel and the first part. Are formed integrally with the flat plate portion and the second flat plate portion, and the thin pieces of wood are laminated so that the surface of the thin piece of wood of the pillar portion and the surface of the thin piece of wood of the first and second flat plate portions are not parallel to each other. It is characterized by being.
According to this configuration, the surface of the timber flakes of the pillar part and the surface of the timber flakes of the first and second flat plate parts are not parallel to each other and are in different directions. Even if the shearing force in the direction acts, the horizontal displacement of the wood flakes hardly occurs. Moreover, even if a compressive force acts on a pillar part, the deformation amount of a pillar part is small, and even if a tensile force acts on a pillar part, the wood flakes of a pillar part are hard to peel. From the above, this wood panel can have high strength.
Further, in addition to the above-described configuration, if the wood panel has a hollow portion, a part of the contour is formed by the side surface of the pillar portion, the wood panel will include the hollow portion. At the same time, the weight can be reduced, and performance such as heat insulation and sound insulation can be imparted.

  ADVANTAGE OF THE INVENTION According to this invention, the wooden panel which can achieve significant weight reduction and can maintain sufficient intensity | strength and rigidity is provided.

  Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In the following embodiments, a wood panel used as a floor base material will be described as an example of the wood panel of the present invention.

  FIG. 2 is a perspective view showing an example of a wood panel according to the present embodiment. As shown in this figure, the wood panel 10 is formed by laminating thin wood pieces into a plate shape, and has a plurality of pillars 16 therein. The column part 16 is provided in order to connect and support the flat plate part 15 located above and the flat plate part 14 located below the wood panel 10. Further, the wood panel 10 has a hollow portion 13 therein. The hollow portion 13 is a hollow in which a part of its contour is formed by the side surface of the column portion 16. More specifically, the hollow portion 13 is a tubular hollow that extends between the flat plate portion 15 and the flat plate portion 14 of the wood panel 10 and has a substantially trapezoidal cross-sectional shape. By forming the hollow portion 13 in the wood panel 10 in this manner, the floor base material can be reduced in weight. Moreover, even if the hollow part 13 is formed, the reduction amount of the cross-sectional secondary moment of the wood panel 10 is small, and it has a necessary and sufficient strength. And by forming the hollow part 13, performances, such as heat insulation and soundproofing, can be provided, and it is effective especially when used as a building material.

  Next, the wood flakes that are the constituent elements of the wood panel 10 will be described. FIG. 3 is a diagram illustrating an example of a wood flake. As shown in this figure, the wood flakes 20 according to the present embodiment are strip-shaped flakes, and the fiber direction is aligned with the longitudinal direction of the wood flakes 20. That is, the fibers are aligned in one direction along the surface of the wood flake 20 (in this case, the longitudinal direction). In other words, the wood fibers are formed so as not to face the thickness direction of the wood flakes 20. Examples of tree species that can be used as the raw material for the wood flakes 20 include aspen, radiata pine, lodgepole pine, cedar, hinoki, red pine, spruce, and todomatsu.

  Next, the dimensions of the wood flakes 20 will be described. The wood flakes 20 according to the present embodiment preferably have an absolute thickness value of 0.05 to 1.00 mm and an average thickness value of 0.10 to 0.45 mm. Moreover, the range of 20.0-150.0 mm is suitable for the length of the wood flake 20. Furthermore, the absolute value of the length of the wood flakes 20 is preferably within ± 10.0 mm with respect to the target length (average value). And as for the width | variety of the wood flake 20, the absolute value is 1.00-50.00 mm, and the thing within the range whose average value is 5.00-35.00 mm is suitable. The wood flakes 20 are not limited to the preferred dimensions described above, and may be any flakes whose fiber direction is orthogonal to the thickness direction of the wood flakes 20.

  By the way, natural wood is configured by arranging a large number of elongated spindle-shaped cells. Therefore, in the wood block, the three properties shown in FIG. 4, that is, the strength properties and physical properties that differ depending on the fiber direction (Z direction in the figure), the radial direction (X direction), and the tangential direction (Y direction). It has properties. Such a difference in characteristics depending on the direction in the wood is called anisotropy. The degree of anisotropy of wood varies depending on the type of wood and the growth environment, so it cannot be said unconditionally.For example, the compressive strength decreases in the order of fiber direction, radial direction, tangential direction, and the ratio is It is said to be approximately 20: 2: 1.

  The anisotropy of wood also appears in dimensional stability. That is, wood has the property of expanding when the moisture content is high and contracting when the moisture content is low, but the contraction rate also varies depending on three directions (fiber direction, radial direction, tangential direction). More specifically, the shrinkage rate increases in the order of the fiber direction, the radial direction, and the tangential direction, and the ratio is said to be approximately 1:15:25.

  Now, such anisotropy of the wood is inherited by the flakes such as the wood flakes 20 in the present embodiment. Therefore, the wood flakes 20 have the characteristics of having the strongest compressive strength and the most stable dimensions in the fiber direction.

  In the wood panel 10 according to the present embodiment, the wood flakes 20 are laminated as follows in consideration of the characteristics of the wood flakes 20. Here, FIG. 1 is an enlarged view of a portion 10A in FIG. As shown in this figure, in the state where the wood panel 10 is installed so that the plane thereof is horizontal, the timber flakes 20a constituting the flat plate portion 14 are laminated so that the surface of the timber flakes 20a is substantially horizontal. The Thereby, the fiber direction of the wood flake 20a exists on a substantially horizontal plane. Further, the flat plate portion 15 (not shown) is also laminated with the thin wood pieces 20 so that the surface of the thin wood piece 20 is substantially horizontal as in the flat plate portion 14.

  Further, the thin wood pieces 20b constituting the pillar portion 16 are laminated so that the axial direction of the pillar portion 16 indicated by the arrow α and the lamination direction of the thin wood pieces 20b indicated by the arrow β are substantially orthogonal. The wood panel 10 according to the present embodiment has a high strength and rigidity of the wood panel 10 by laminating the wood slices 20b in the pillar portion 16 in this way.

  Here, let us consider a wood panel in which the stacking direction of the wood flakes constituting the pillar part is not orthogonal to the axial direction of the pillar part but is substantially the same. That is, consider a wood panel in which the surface of the wood flakes constituting the pillar portion is on a horizontal plane in a state where the wood panel is installed horizontally. FIG. 5 is a diagram showing how such a wood panel is bent. As shown in this figure, when a load such as furniture or a person acts on the wooden panel 30, the wooden panel 30 bends downward. When the wood panel 30 is bent in this manner, a compressive force is generated in the upper flat plate portion 35 of the wooden panel 30 and a tensile force is generated in the lower flat plate portion 34. The left side and the lower side are pulled to the right side. In this way, when a horizontal shearing force is applied to the column portion 36, if the wood flakes 31 are stacked so that the surface of the wood flakes 31 is horizontal, the horizontal displacement of the wood flakes 31 is likely to occur. . In addition, when a compressive force is applied to the column portion 36, there is no wood flake whose fiber direction extends in the vertical direction, and therefore the amount of deformation of the column portion 36 is large. And when tensile force acts on the pillar part 36, since tensile force acts perpendicularly | vertically with respect to the adhesion surface of the thin wood piece 31 by a binder, the thin wood piece 31 is comparatively easy to peel. For this reason, the wood panel 30 in which the surfaces of the wood flakes 31 constituting the pillar portion 36 are laminated in the horizontal direction has a weak point in strength.

  On the other hand, the wood panel 10 in the present embodiment is configured such that the surface of the wood flake 20b of the column portion 16 and the surface of the wood flake 20 of the flat plate portions 14 and 15 are not parallel to each other and are in different directions. Therefore, even if a deflection or the like occurs in the wood panel 10 and a horizontal shearing force acts on the column part 16, the horizontal displacement of the wood flakes 20b hardly occurs. Moreover, even if a compressive force acts on the pillar part 16, the deformation amount of the pillar part 16 is small, and even if a tensile force acts on the pillar part 16, the wood flake 20b of the pillar part 16 is difficult to peel off. From the above, the wood panel 10 has high strength. More specifically, since the wood slices 20b constituting the pillar portion 16 of the wood panel 10 are laminated so that the axial direction and the lamination direction are orthogonal to each other, the horizontal shearing force acting on the pillar portion 16 is prevented. strong. Further, even when the axial direction compressive force acts on the column portion 16, as shown in FIG. 13, the wood flake 20b can bear the decomposition force of the axial direction compressive force P in its fiber direction, The column part 16 is strong and is not easily deformed by compression. Further, even when a tensile force is applied to the column portion 16, it is difficult to peel off because there is almost no component of the tensile force acting in a direction perpendicular to the bonding surface of the wood thin piece 20b by the binder.

  In addition, regarding the dimensional stability, the flat plate portions 14 and 15 are stable in the horizontal plane of the flat plate portions 14 and 15 because the fiber direction of the wood flakes 20 constituting the flat plate portions 14 and 15 extends on the horizontal plane. Will be. On the other hand, since the column part 16 is laminated so that the axial direction and the lamination direction are orthogonal to each other, the fiber direction of the wood flake 20b is parallel to the side surface of the column part 16, and the vertical direction of the column part 16 and the front-rear direction of the drawing The shape of the is stable.

  Next, the manufacturing method and material of the wood panel 10 concerning this embodiment are demonstrated concretely. First, a thin piece of wood having a predetermined size is produced from wood as a raw material using a disk flaker or the like. Then, the produced wood flakes are dried by a hot air dryer or the like so that the moisture content is about 3% or less.

  Next, the dried wood flakes are acetylated by contacting with vaporized steam such as acetic acid, acetic anhydride, chloroacetic acid or the like. By acetylating the wood flakes in this way, water resistance is imparted to each of the wood flakes 20 and the dimensional stability of the molded wood panel 10 is obtained.

  Then, a binder for binding the wood flakes 20 is applied on the surface of the acetylated wood flakes 20. As a method of applying the binder to the wood flakes 20, there is a method such as a spray method. The spray system is a method in which the wood flakes 20 are placed in a rotating drum that rotates at a low speed, and the binder is spray-coated on the wood flakes 20 when the wood flakes 20 naturally fall in the rotating drum. As the binder applied to the wood flakes 20, any of a foamable binder resin, a non-foamable binder resin, and a mixture thereof can be used. In particular, in the case of a foamable binder resin having foaming properties, the wood flakes 20 are bonded to each other and foamed themselves, thereby acting to push the gap between the wood flakes 20 with foam cells. For this reason, the amount of resin used for bonding the wood flakes 20 to each other is reduced, and the density of the wood panel 10 can be reduced. Furthermore, the heat insulation effect and soundproofing effect of the wood panel 10 can be improved by the foam cell.

  As the foaming binder resin, either a self-foaming foaming resin or a mixed foaming resin in which a foaming agent is added to a non-foaming resin such as phenol, urea, epoxy, or acrylic may be used. For the purpose of obtaining a low-density wood panel 10, it is preferable to use a foaming resin that self-foams. When a foamable polyurethane resin or an isocyanate resin is used as a self-foaming foamable resin, it easily reacts with moisture, and the isocyanate group (-NCO) reacts with moisture to cause self-foaming, resulting in a faster reaction time. . Therefore, the time required for hot pressing of the wood panel 10 can be shortened.

  Moreover, it is desirable that the ratio of the binder to the wood flakes 20 is 3.5 to 20.0 parts by weight with respect to 100 parts by weight (absolute dry weight) of the wood flakes 20. It is possible to change the density and strength of the wood panel 10 by changing the addition amount of the binder. In addition, you may add a hardening | curing agent, a hardening catalyst, a diluent, a thickener, a dispersing agent, a water repellent, etc. to a binder as needed.

  Next, the process of laminating the wood flakes 20 coated with the binder will be described. FIG. 6 is a diagram showing a state of the laminated wood flakes 20. In this figure, the forming frames 38 and 39 are not easily deformed or altered by high temperatures or high pressures, and are forming frames for forming the outer shape of the wood panel 10. Forming frames (not shown) are also provided at the front and rear of the drawing.

  Each of the cores 40a and 40b is a member that is not easily deformed or altered by high temperature or high pressure, and is a member for forming the hollow portion 13 of the wood panel 10. The cores 40a and 40b in this embodiment are rod-shaped having a trapezoidal cross-sectional shape. Among these, the core 40a is arranged so that the long side of the trapezoidal cross section faces down when the wood panel 10 is molded. On the other hand, the core 40b is obtained by inverting the core 40a upside down, and is arranged so that the long side of the trapezoid is on the top. In the following description, when it is not necessary to distinguish between the core 40a and the core 40b, they are referred to as the core 40.

  First, the wood flakes 20a, which are constituent elements of the flat plate portion 14, are laminated inside the forming frame 38 so that the surfaces of the respective wood flakes 20a are substantially horizontal, and the first layer indicated by A in the figure is formed. Laminate.

  Next, the core 40a for forming the hollow portion 13 is disposed on the first layer with a predetermined interval so that the long side of the trapezoidal cross section is downward. More specifically, the core 40a is arranged at an interval where the core 40b can be arranged in the gap of the core 40a.

  If the core 40a is disposed, the wood flake 20b, which is a component of the pillar portion 16, is laminated on the first layer and the core 40a so that the surface of the wood flake 20b is substantially horizontal. A second layer indicated by middle B is laminated.

  Further, the core 40b for forming the hollow portion 13 is arranged on the second layer with a predetermined interval so that the long side of the trapezoidal cross section is on the upper side. More specifically, the core 40b is arranged so that the core 40b is positioned in the gap between the cores 40a when the laminated wood flakes 20 are compressed in the vertical direction by the forming frames 38 and 39.

  If the core 40b is arranged in this way, the wood flake 20c, which is a component of the flat plate portion 15, is laminated on the second layer and the core 40b. More specifically, lamination is performed so that the surfaces of the respective wood slices 20c are substantially horizontal, and a third layer indicated by C in the figure is laminated. Then, the forming frame 39 is placed on the third layer.

When the wood flakes 20 coated with the binder are laminated in the forming frames 38 and 39, the laminated body of the wood flakes 20 is then subjected to a temperature of 140 to 220 ° C. and a pressure of 15 to 40 kg / cm ² . Heat and compress with. FIG. 7 is a diagram illustrating a state in which molding by heating and compression of the laminated body of the wood thin pieces 20a, 20b, and 20c is completed. As shown in this figure, the wood slices 20a, 20c constituting the flat plate portions 14, 15 of the wood panel 10 are compressed so that the surfaces of the wood slices 20a, 20c are substantially horizontal. On the other hand, in the wood thin piece 20b which is stacked in the gap between the core 40a and the core 40b and constitutes the column portion 16, the surface of the wood thin piece 20b and the side surface of the core 40a or the side surface of the core 40b are substantially parallel. Compressed. Thereby, the wood flakes 20b which comprise the pillar part 16 are laminated | stacked so that an axial direction and a lamination direction may orthogonally cross.

  When the wood panel 10 is formed by heating and compression, the core 40 is pulled out after the wood panel 10 is cooled. And after pulling out the core 40, the wooden panel 10 which has the hollow part 13 is obtained by trimming the outer surface of the wooden panel 10 with a chip saw etc. FIG.

  As described above, according to the present embodiment, by providing the hollow portion 13 inside the wood panel 10, the wood panel can be significantly reduced in weight. Moreover, since the amount of reduction in the cross-sectional secondary moment of the wood panel 10 is relatively small, the decrease in the rigidity of the wood panel 10 is small.

  In the wood panel 10 according to the present embodiment, the wood piece 20b constituting the pillar portion 16 is laminated so that the axial direction and the lamination direction are orthogonal to each other, so that the pillar portion 16 is subjected to a horizontal shearing force. Strong against it. Further, even when a compressive force is applied to the column part 16, it is possible to take the decomposition force depending on the fiber direction of each wood flake 20 b, so that the column part 16 is strong and difficult to compress and deform. . Furthermore, even when a tensile force is applied to the column portion 16, it is difficult to peel off because there is almost no component of the tensile force acting in the direction perpendicular to the bonding surface of the wood thin piece 20b by the binder. Thus, since the rigidity and strength of the column part 16 are high, the strength and rigidity of the wood panel 10 are high.

  Regarding the vertical dimensional stability of the wood panel 10, since the column part 16 having influence from the flat plate parts 14 and 15 has the dimensional stability in the vertical direction, the shape of the vertical cross section of the wood panel 10 is relatively It will be stable. On the other hand, regarding the dimensional stability of the wooden panel 10 in the horizontal direction, since the flat plate portions 14 and 15 that have influence over the column portion 16 have the dimensional stability in the horizontal direction, the shape of the horizontal cross section of the wooden panel 10 is relatively It will be stable. Thus, since the wooden panel 10 has dimensional stability, the possibility of deterioration of the wooden panel 10 due to a change in humidity in long-term use is low.

<Modification>
The above-described embodiment is merely an example, shows one aspect of the present invention, and can be arbitrarily changed within the scope of the present invention. Therefore, various modifications will be described below.

  First, in this embodiment mentioned above, although the hollow part 13 of the wooden panel 10 demonstrated that the cross-sectional shape is a trapezoid, the cross-sectional shape of a hollow part is not limited to a trapezoid. That is, as shown in FIG. 8, the cross-sectional shape of the hollow portion of the wood panel may be a circle such as an ellipse or a perfect circle, or may be a polygon such as a triangle or a quadrangle. In the figure, arrow α indicates the axial force direction, and arrow β indicates the stacking direction.

  Moreover, in this embodiment, although the example which is arbitrary if the fiber direction of the wood thin piece 20b is parallel to an axial direction about the wood thin piece 20b which comprises the pillar part 16 was demonstrated, in addition to this, each wood The wood panel which aligned the fiber direction of the thin piece 20b in the same direction may be sufficient. That is, as shown in FIG. 9, the wood panel 85 is laminated so that the fiber direction of the thin wood piece 20b constituting the pillar portion 16 and the axial direction (arrow α) in the pillar portion 16 are substantially parallel to the same direction. There may be. Thereby, since the fiber direction of the wood flake 20b faces the direction in which the axial force acts, the strength of the column portion 16 against the compressive force, the tensile force, the shearing force acting in the horizontal direction, etc. is further increased.

  Next, the wood panel 10 according to the present embodiment has been described in which the hollow portions 13 are arranged so that the axial directions of all the hollow portions 13 are parallel to the same direction, but as shown in FIG. In addition to the hollow portion 91 whose axial direction is parallel to the same direction, a wood panel 90 provided with a hollow portion 92 having an axial direction different from the axial direction of the hollow portion 91 may be used. Thereby, the rigidity of the wood panel 90 becomes higher. In addition, the wood panel 90 shown by this figure has shown that the axial direction of the hollow part 91 and the axial direction of the hollow part 92 are orthogonal, and the cross-sectional shape of the hollow parts 91 and 92 is a rectangle.

  In addition, as shown in FIG. 11, the wood panel 100 includes a hollow portion 101 and a reinforcing material 102 such as a steel rod or FRP (Fiber Reinforced Plastics) in accordance with the purpose of use of the wood panel. There may be. As a result, the wood panel 100 becomes more resistant to bending and pulling. In addition, the wood panel 100 shown by this figure has the cross-sectional shape of the hollow part 101 showing the thing of a circle.

  And in embodiment mentioned above and its modification, although the wood panel used as a floor base material was shown as an example of the wood panel concerning the present invention, the use of a wood panel is limited to a floor base material and also a building material. Not what you want.

It is an enlarged view of the wood panel concerning the embodiment of the present invention. It is a perspective view of the wood panel concerning the embodiment. It is a perspective view of the wood flake concerning the embodiment. It is a figure which shows each direction which concerns on the anisotropy of wood. It is a figure which shows the mode of the wooden panel which has the pillar part on which the surface of a wood flake is laminated | stacked horizontally in the state installed so that a wooden panel might become horizontal. It is a side view which shows the mode of the laminated | stacked wood flakes concerning the embodiment. It is a figure which shows the mode after the heating and compression of the laminated wood flakes concerning the embodiment. It is a figure of the wood panel concerning the modification of the embodiment. It is a perspective view of the wood panel which concerns on the modification of the embodiment. It is a perspective view of the wood panel which concerns on the modification of the embodiment. It is a perspective view of the wood panel which concerns on the modification of the embodiment. It is a figure which shows a general floor structure. It is a figure which shows an example of the wood flake which the compressive force of the axial force direction acted.

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 ... Wood panel, 13 ... Hollow part, 14, 15 ... Flat plate part, 16 ... Column part, (alpha) ... Axis direction, (beta) ... Lamination direction, 20 ... Wood thin piece, 20a ... Wood thin piece which comprises the flat plate part 14, 20b ... Wood flakes constituting the column part 16, 20 c... Wood flakes constituting the flat plate part 15, 38, 39 ... Forming frame, 40 a, 40 b ... Core, 81 ... Hollow part is an oval wood panel, 82 ... Hollow part is A round circular wood panel, 83... Hollow wood is a triangular wood panel, 84... Hollow wood is a rectangular wood panel, 91. Hollow, 92. Hollow, 101. Hollow, 102.

Claims (4)

A plurality of pieces of wood in which fibers are aligned in one direction along the surface are laminated in a plate shape so that the surfaces are substantially parallel to each other, and joined to each other to form a pillar portion and a flat plate-like first and second flat plate Forming part,
The pillar portion supports the first flat plate portion and the second flat plate portion in parallel and is formed integrally with the first flat plate portion and the second flat plate portion, and the wood piece of the pillar portion A wood panel in which wood flakes are laminated so that the surface of the wood and the wood flake surfaces of the first and second flat plate portions are not parallel to each other. The wood panel according to claim 1, wherein a part of the contour has a hollow portion formed by a side surface of the pillar portion. 3. The wood panel according to claim 1, wherein the wood flakes, which are constituent elements of the pillar portion, have a lamination direction of the wood flakes perpendicular to an axis of the pillar portion. 4. The wood according to claim 1, wherein the wood flakes, which are constituent elements of the pillar portion, have the fiber direction of the wood flakes aligned in the same direction as the axis of the pillar portion. panel.

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