Photovoltaic power generation panel structure and reinforcing plate therefor

Abstract

To increase a surface rigidity of a solar power generation panel structure or a reinforcing plate 5 and to improve impact resistance or load resistance of a solar power generation panel 2 without increasing a weight of a solar power generation panel structure 1 as much as possible.SOLUTION: In a solar power generation panel structure, a reinforcing plate 5 is laminated and fixed to a solar power generation panel in which a plurality of solar cells 4 are arranged in parallel in a vertical or horizontal direction on a panel member 3. The reinforcing plate includes a plurality of cut-and-raised beads 5a extending along a surface of the reinforcing plate. An extending direction of the cut-and-raised bead is curved.SELECTED DRAWING: Figure 1

Description

[Technical field]

[0001] The present invention relates to a solar cell module, consisting of an arrangement of solar cells, formed on a plate-shaped panel member, and more specifically to a reinforcing plate that improves the impact resistance or load-bearing capacity of a solar cell panel, and a solar cell panel structure in which the reinforcing plate is provided on a solar cell panel. [Background technology]

[0002] With the spread of photovoltaic power generation, photovoltaic panels are now installed in various locations, such as on the roofs of buildings and mobile objects (buildings, etc.) that are irradiated with sunlight. Photovoltaic panels are usually installed outdoors, and various configurations for installing photovoltaic panels have been proposed in consideration of resistance to external forces that may be received during installation. For example, Patent Document 1 discloses a configuration in which a lightweight solar cell panel with improved impact resistance is placed on a beam placed on a roof. Patent Document 2 discloses a configuration in which a solar cell module has an elongated shape parallel to the outer edge of the solar cell panel so as to have a load-bearing capacity appropriate to the conditions of the installation location, includes a side portion erected on the side of the outer edge, and includes a holding frame that holds the outer edge of the solar cell panel, and a reinforcing part that is detachably fitted into the holding frame on the solar cell panel side rather than the side portion and reinforces the holding frame, and a beam-shaped support rack that is arranged on the bottom side of the solar cell module and arranged on the roof is engaged with the holding frame by a fixing metal fitting via the reinforcing part. Patent Document 3 discloses a solar cell module configuration in which vertical bars, which are supports supporting a solar cell panel and a frame that holds the outer edge of the solar cell panel, are placed on a roof, and when fixing fittings, which are fixing parts that fix the frame to the vertical bars, are detached from the vertical bars, they can slide along rail grooves provided in the frame while being fitted into the rail grooves, allowing the frame to be easily fixed to the support regardless of its height. Patent Document 4 discloses a configuration in which, when installing a solar cell module on the roof of a building using lightweight aerated concrete (ALC) panels as the roofing material, supports are erected on beams that support the ALC panels, and bars to which the solar cell module is fixed are placed on top of the supports. [Prior art documents] [Patent documents]

[0003] [Patent Document 1] Patent No. 2022-82923 [Patent Document 2] Patent Publication No. 2019-143306 [Patent Document 3] Patent Publication No. 2021-90251 [Patent Document 4] Patent Publication No. 2020-165233 Summary of the Invention [Problem to be solved by the invention]

[0004] Since the roof of a building on which the above-mentioned solar power generation panel is installed has a limit on the weight that can be placed depending on the type of roof, it is preferable that the weight of the solar power generation panel and the structure for installing it (solar power generation panel structure) be as light as possible. On the other hand, it is preferable that the solar power generation panel installed outdoors has sufficient resistance (impact resistance or load resistance) against local impact loads due to falling objects such as hail or distributed loads due to wind and snow, so that a structure is used in which a plate-shaped member (reinforcing plate) having surface rigidity is laminated or attached to the solar power generation panel to reinforce the solar power generation panel as a method for improving such impact resistance or load resistance. In this case, if the thickness of the reinforcing plate is simply increased in order to increase the surface rigidity of the reinforcing plate, the weight of the solar power generation panel structure will increase. Therefore, in order to enable the installation of solar power generation panels on the roofs of as many types of buildings as possible, it is advantageous to be able to improve the surface rigidity of the solar power generation panel structure or the reinforcing plate without increasing the weight of the solar power generation panel structure as much as possible.

[0005] Generally, the relationship between a load p applied to an arbitrary position of a plate-like member such as a solar panel structure and the amount of deflection w of the plate-like member due to the load is as follows, according to the bending theory of flat plates: p=D ∇ 4 w …(1) where ▽ 4 is ∂ 4 / ∂x 4 +2∂ 4 / ∂x 2 ∂y 2 +∂ 4 / ∂y 4 and D is the flexural modulus of the plate-like member. Here, the flexural modulus D is calculated by using the longitudinal elastic modulus E, the Poisson's ratio ν, and the plate thickness t as follows: D = E t 3 / {12(1-ν 2 )} …(2a) Or, using the shear modulus G, Poisson's ratio ν, and plate thickness t, D=G t 3 / {6(1-ν)} …(2b) Since it is expressed by the above, if the Poisson's ratio ν can be reduced, it is possible to increase D (even if the plate thickness t is increased, D increases, but the weight of the plate-like member increases). The larger the bending rigidity modulus D, the smaller the deflection due to the load p can be (the larger D, the more the energy due to the load p becomes stored elastic energy, and the smaller the deflection of the panel-like member). The surface rigidity of the plate-like member increases, and the plate-like member becomes less likely to break. In other words, when reinforcing a solar panel with a reinforcing plate, if a member with a reduced Poisson's ratio ν is used as the reinforcing plate without increasing the plate thickness t, the increase in the weight of the solar panel structure can be suppressed as much as possible, and the impact resistance or load resistance of the solar panel can be improved. This knowledge is utilized in the present invention.

[0006] Thus, a main object of the present invention is to increase the surface rigidity of the solar panel structure or reinforcing plate and improve the impact resistance or load bearing capacity of the solar panel without increasing the weight of the solar panel structure as much as possible. [Means for solving the problem]

[0007] According to the present invention, the above-mentioned object is achieved by a solar power generation panel structure in which a reinforcing plate is laminated and fixed to a solar power generation panel, the reinforcing plate having a plurality of cut-raised beads extending along its surface, and the extending direction of the cut-raised beads being curved.

[0008] In the above, as already mentioned, the "photovoltaic panel" may be a panel on which a solar cell module is mounted, in which a plurality of solar cells are arranged in parallel vertically or horizontally on a plate-shaped panel member. Each solar cell has a roughly rectangular plate shape, and the shape of the solar panel may be roughly rectangular flat plate shape, but is not limited thereto. The "reinforcing plate" may be a thin plate made of any metal material or resin material, etc., and may be laminated on the back surface (the surface opposite to the surface on which the solar cell is attached) of the panel member of the solar panel, and may be fixed by screws or by adhesion with an adhesive. The "cut-and-raised bead" is a bead (convex protrusion) formed by bending the edge of a punched hole or through hole extending linearly on the surface of the reinforcing plate in a direction perpendicular to the surface of the reinforcing plate by bending processing.

[0009] In particular, in the structure of the present invention, the reinforcing plate is provided with a plurality of cut-and-raised beads, and each cut-and-raised bead is formed so that its extension direction is curved, i.e., so that the tangent direction of the bead gradually changes. According to this configuration, firstly, the cut-and-raised beads, which are holes penetrating the reinforcing plate, are provided, and therefore the presence of the beads protruding from the surface of the reinforcing plate provides the structure with bending rigidity against the load component (vertical load component) acting in a direction perpendicular to the surface of the photovoltaic panel. Not only that, but also, the open holes of the beads absorb the distortion in the surface direction of the reinforcing plate, reducing the (apparent) Poisson's ratio of the structure, and as can be understood from the above formula (2a) or (2b), the bending rigidity becomes high, and thus the deflection of the photovoltaic panel against the vertical load component is reduced. In addition, in the case of the cut-raised bead, since the bead is hollowed out in the reinforcing plate, if the bead extends in a fixed direction, it would be vulnerable to twisting around the extension direction. However, in the present invention, the bead is curved so that the extension direction gradually changes, so that it is possible to avoid vulnerability to twisting in a specific direction. Thus, in the configuration of the present invention, the reinforcing plate on which the cut-raised bead with a curved extension direction is formed is backed onto the solar panel, thereby improving the impact resistance or load resistance of the solar panel without increasing the thickness, i.e., the weight, of the reinforcing plate. In order to obtain the above-mentioned effect, the cut-raised bead may be formed on the reinforcing plate so as to draw any curve, such as a circular arc, a parabola, or a hyperbola.

[0010] In the above-mentioned structure of the present invention, more specifically, the plurality of cut-raised beads may be arranged so as to extend along an approximately circle or ellipse on the reinforcing plate. According to this configuration, in the region where the plurality of cut-raised beads are arranged, the Poisson's ratio is reduced approximately evenly, and the directions in which the reinforcing plate is vulnerable to torsion are evenly distributed, and localized vulnerability to torsion in any direction is avoided. As a result, in the region where the plurality of cut-raised beads are arranged, the surface rigidity is increased approximately evenly in all directions on the surface of the solar panel, and the impact resistance or load resistance is improved. In this regard, as shown in the drawings described later, the plurality of cut-raised beads may be arranged so that the plurality of circles or ellipses drawn by the cut-raised beads are arranged over the entire region of the reinforcing plate, and the plurality of circles or ellipses drawn by the cut-raised beads intersect with each other.

[0011] The curved cut-raised bead may be formed to extend between two corners located at any diagonal of each of the solar cells arranged side by side on the photovoltaic panel. The bending rigidity is improved in the region where the curved cut-raised bead extends, and the impact resistance or load resistance is improved in the region where each solar cell is installed by extending the cut-raised bead between two corners located at any diagonal of each solar cell.

[0012] It is preferable that the through holes of the multiple cut-raised beads provided on the reinforcing plate extend so as not to cross each other. As described above, the portions of the cut-raised beads are hollowed out, and when two or more cut-raised beads, i.e., linear through holes, cross, the rigidity of the crossing portion decreases. Therefore, it is preferable that the ends of each cut-raised bead do not cross other beads and do not cross each other. For example, when another bead exists at the end of a certain bead, i.e., a linear through hole, in the extension direction, it is preferable that the end of one bead is formed just before reaching the other bead.

[0013] In the above-mentioned configuration of the present invention, the plurality of cut-raised beads may be formed so as to extend adjacent to each other along the vertical or horizontal direction within the plane of the reinforcing plate, thereby increasing the bending rigidity over as wide an area as possible of the reinforcing plate.

[0014] As can be understood from the above description, the object of the present invention is achieved by backing a solar panel with a reinforcing plate having the curved cut-raised beads as described above. Therefore, in another aspect of the present invention, there is provided a reinforcing plate that is laminated and fixed to a solar panel, the reinforcing plate having a plurality of cut-raised beads extending along its surface, and the extending direction of the cut-raised beads is curved. Such a reinforcing plate may also have various characteristic configurations of the reinforcing plate used in the solar panel structure described above. Effect of the Invention

[0015] Thus, according to the present invention, the impact resistance or load bearing capacity of the solar panel is improved by reinforcing the solar panel with a reinforcing plate having a plurality of cut-raised beads. Here, in order to increase the bending rigidity of the reinforcing plate to reduce the deflection of the reinforcing plate against a vertical load, a method is used to reduce the Poisson's ratio of the reinforcing plate by forming cut-raised beads that are linear punched holes or through holes, so that the weight of the reinforcing plate is made as light as possible and the bending rigidity is increased, thereby improving the impact resistance or load bearing capacity of the solar panel structure while suppressing the increase in weight as much as possible. According to the configuration of the present invention, it is expected that the increase in weight of the solar panel structure is suppressed, and therefore solar panels can be installed on the roofs of more types of buildings, etc.

[0016] Other objects and advantages of the present invention will become apparent from the following description of preferred embodiments of the invention. [Brief description of the drawings]

[0017] [Figure 1] FIG. 1(A) is a schematic perspective view showing the state when installing a solar power generation panel structure backed by a reinforcing plate according to this embodiment, which is to be installed on the roof of a building or the like, and FIG. 1(B) is an enlarged view of the area within the box marked (B) in FIG. 1(A). [Diagram 2] Fig. 2(A) is a schematic perspective view of a reinforcing plate in a solar panel structure according to this embodiment, broken along line lmn. Fig. 2(B) is an enlarged perspective view of the vicinity of line lmn in Fig. 2(A). Fig. 2(C) is a schematic cross-sectional view of a cut-and-raised bead. [Diagram 3] FIG. 3(A) is a schematic plan view of a reinforcing plate in a solar panel structure according to this embodiment, and FIG. 3(B) is an enlarged plan view of the reinforcing plate within a frame marked with an X in FIG. 3(A). [Figure 4] 4(A) to (C) are schematic plan views of a portion of a reinforcing plate illustrating the direction of twist that is likely to occur in the cut-and-raised bead formed on the reinforcing plate. (A) and (B) show the case where the cut-and-raised bead is formed in a straight line, and (C) shows the case where the cut-and-raised bead is formed in a curved shape according to the teachings of this embodiment. [Diagram 5] 5(A) and (B) are schematic plan views of another aspect of the reinforcing plate in the solar panel structure according to the present embodiment, and Fig. 5(C) is a view explaining that the extending direction of the cut-and-raised beads on the reinforcing plate can be changed. [Figure 6] 6(A)-(B) are plan views of a solar power generation panel showing the distribution of deflection deformation by contour lines when forced point-like displacement is applied to the solar power generation panel by simulation. (A) is the case of a solar power generation panel structure having the same thickness as when a reinforcing plate without a bead is applied, and (B) is the case of a solar power generation panel structure to which a reinforcing plate according to this embodiment is applied. [Explanation of symbols]

[0018] 1...Solar power generation panel structure, 2...Solar power generation panel, 3...Panel member, 4...Solar cell, 5...Reinforcing plate, 5a...Raised bead, 5o...Through hole, 5e...Bead edge, 6...Setting screw, 6h...Screw hole, 7...Bush, R...Roof surface of building or the like BEST MODE FOR CARRYING OUT THEINVENTION

[0019] The present invention will now be described in detail with reference to some preferred embodiments thereof with reference to the accompanying drawings, in which like reference numerals indicate like parts.

[0020] Solar panel structure As shown in Figs. 1(A) and 1(B), the solar panel structure 1 according to the present embodiment is typically installed on a roof surface R of a building or the like. The solar panel structure 1 includes a solar panel 2 in which a plurality of roughly rectangular solar cells 4 are arranged in parallel along the vertical or horizontal direction on a plate-shaped panel member 3, and a reinforcing plate 5 backed thereon. Here, the reinforcing plate 5 may be adhered to the solar panel 2 by an adhesive, or may be fixed using fastening screws 6 arranged at appropriate intervals as shown in the figure. In this case, the screws 6 may pass through screw holes 6h drilled (along line p) in each of the solar panel 2 and the reinforcing plate 5, and may be configured to fix the solar panel 2 and the reinforcing plate 5 on the roof surface R, preferably via bushes 7 that may be made of any elastic material. The panel member 3 and the reinforcing plate 5 may be formed from ordinary metal plates or hard resin plates used in this field.

[0021] Reinforcement plate configuration The reinforcing plate 5 is laminated on the back surface of the photovoltaic panel 2 to improve the resistance of the photovoltaic panel 2 to point-like impact loads due to hail or the like and distributed loads due to wind and snow. In particular, the reinforcing plate 5 according to this embodiment is formed with a plurality of curved cut-and-raised beads 5a, as better illustrated in Figs. 2(A) and (B). More specifically, as can be seen from Figs. 2(B) and (C), the cut-and-raised beads 5a are linear through-holes 5o formed in the reinforcing plate 5, and the edges 5e of each hole are formed by bending to one side of the reinforcing plate 5 (usually the side opposite the photovoltaic panel 2). The width of the through-holes 5o and the protruding height of the edges 5e may be determined according to suitability. Such cut-and-raised beads 5a may typically be formed so as to uniformly cover substantially the entire area of ​​the reinforcing plate 5, as shown in FIG. 3(A) (in the figure, the outline of each solar cell 4 is drawn with a dotted line to show the positional relationship between the cut-and-raised beads 5a and the solar cell 4 on the solar panel 2).

[0022] When the cut-and-raised bead 5a (hereinafter simply referred to as "bead") as described above is formed, the rigidity against bending in a direction perpendicular to the extending direction of the bead 5a is improved in that region. In addition, since the bead 5a has a punched hole or through hole structure, when a load including a component in the normal direction of the surface of the reinforcing plate 5 acts, in the region where the bead 5a extends, the distortion in the surface direction of the reinforcing plate 5 is absorbed by the through hole portion, and the Poisson's ratio of the structure 1 is reduced, and as shown in the above formulas (2a) and (2b), the bending rigidity is further increased. Then, in the region where the bead 5a extends, the ratio of the energy of the load component in the normal direction of the surface of the reinforcing plate 5 absorbed as stored elastic energy increases in response to the increase in bending rigidity, and the deflection of the surface (displacement in the direction perpendicular to the surface) is reduced, so that the region becomes less likely to break, and thus the impact resistance or load resistance is improved.

[0023] Furthermore, in the present embodiment, the bead 5a is formed to extend in a curved manner, and this configuration prevents the reinforcing plate from being vulnerable to twisting in a specific direction. More specifically, in the present embodiment, the bead 5a is hollowed out, and therefore the reinforcing plate is vulnerable to twisting around the extending direction of the bead 5a. Therefore, if the bead 5a is formed in a straight line as shown in Figs. 4(A) and 4(B), the reinforcing plate is vulnerable to twists m1 and m2 around a specific direction over a wide range, and the entire reinforcing plate may be vulnerable to twisting in the specific direction. On the other hand, in the present embodiment, the bead 5a is formed so that its extending direction is curved, that is, the tangent to the extending direction of the bead 5a gradually changes, and therefore, as shown in Fig. 4(C), the direction ms in which the reinforcing plate is vulnerable to twisting gradually changes, and the directions vulnerable to twisting are dispersed throughout the reinforcing plate, and no directions vulnerable to twisting are formed.

[0024] Furthermore, as can be seen from Fig. 3(A), the beads 5a in this embodiment are preferably formed so as not to intersect with each other. That is, preferably, a plurality of beads 5a are arranged in the reinforcing plate 5 so as not to form a cross-shaped through hole. If the through holes intersect as shown in Fig. 4(A), the rigidity against bending or twisting mx, my in any direction at the intersection will decrease. Therefore, preferably, in this embodiment, the arrangement of the plurality of beads 5a is adjusted so that such a weak portion is not formed in the reinforcing plate 5. Specifically, it is preferable that each bead is formed so that both ends do not straddle other beads.

[0025] Positioning of cut bead As already mentioned, in this embodiment, the plurality of cut-and-raised beads 5a may be formed so as to cover substantially the entire area of ​​the reinforcing plate 5. In one embodiment, as shown in Figs. 3(A) and (B), the plurality of beads 5a may be arranged on the reinforcing plate 5 along a substantially circular or elliptical shape, so that the rigidity is uniformly distributed in the area where the beads 5a are arranged. In particular, in this embodiment, since the object is to protect each solar cell, the beads 5a may be arranged so as to substantially connect between the portions contacting two diagonally positioned corners of each solar cell so that the area where the beads 5a are present can cover each solar cell. In other words, the circular arc-shaped beads 5a are provided so as to substantially overlap each of the diagonal corners of each solar cell, so that the beads 5a can be arranged so as to cover each solar cell.

[0026] 3(A) and (B), for example, solar cells are arranged in 2 rows and 10 columns on the panel member 3, and the beads 5a may be arranged along a circle (inscribed circle) that is approximately inscribed in the outer periphery of the four solar cells in a set of 2 rows and 2 columns, and further, the beads 5a may be arranged so that the inscribed circles on which the beads 5a are arranged overlap with a shift of one cell in the column direction. Specifically, as illustrated in FIG. 3(B), the bead (i) is arranged along a circle α that is inscribed in the outer periphery of the occupied area of ​​the central four solar cells and that is centered on P1, and the beads (ii) and (iii) are arranged along a circle β that is inscribed in the outer periphery of the occupied area of ​​the left four solar cells and that is centered on P2, and such an arrangement is configured over the entire area of ​​the reinforcing plate 5, so that the curved beads 5a extend between the corners located diagonally in each solar cell. Such an arrangement of beads increases the surface rigidity between the two pairs of diagonal corners in each solar cell, improving impact resistance and load resistance.

[0027] The arrangement of the beads 5a on the reinforcing plate 5 is not limited to the pattern illustrated in Fig. 3(A), and may be any pattern as long as the curved beads 5a are arranged adjacent to each other over substantially the entire area of ​​the reinforcing plate 5. For example, as illustrated in Figs. 5(A) and (B), the pattern of Fig. 3(A) may be modified (in either case, the beads 5a are arranged so that they extend to portions corresponding to the diagonal corners of each solar cell). Alternatively, as illustrated in Fig. 5(C), a pattern obtained by rotating the pattern of Fig. 5(A) by 45° may be adopted.

[0028] In the photovoltaic panel 2, the solar cells may be arranged in any rows and any columns, and such cases are within the scope of the present invention. Furthermore, the extension shape of the bead is not limited to a circular arc or an elliptical arc, but may be a parabola, a hyperbola, or any other curved shape whose tangent changes gradually (however, a circle or an ellipse is advantageous in that the rigidity of the area where the beads are arranged is distributed evenly in all directions).

[0029] Example of computational experiment In a solar panel backed by a reinforcing plate having cut-raised beads formed thereon according to this embodiment, the displacement distribution of the surface when point-like displacement was applied was calculated to evaluate the effect of this embodiment.

[0030] In calculating the displacement distribution, the solar panel 2 was made by stacking and fixing a galvalume steel sheet (registered trademark): 0.4 mm thick, an ionomer: 0.8 mm thick, a silicon single crystal cell (solar cell): 0.18 mm thick, an ionomer: 0.4 mm thick, and an ETFE film: 0.05 mm thick in this order. The reinforcing plate was made by forming a 20 mm wide cut-and-raised bead on a galvalume steel sheet (registered trademark): 0.27 mm thick, as shown in FIG. 3(A). The length of one side of the solar cell was 158 mm, the radius of the circle drawn by the beads (i) and (ii) was 143 mm, and the radius of the circle drawn by the bead (iii) was 135 mm. The solar panel 2 and the reinforcing plate 5 were fixed at the screw hole 6h with an M5 tap screw. Then, the reaction force when a forced displacement of 3 mm was applied downward to the midpoint of the diagonal of one solar cell was estimated by the finite element method.

[0031] 6(A) and 6(B) are diagrams showing the distribution of the displacement of the solar panel in the case where the above-mentioned forced displacement is applied, using contour lines. The pitch of the contour lines is 1 / 20 of the applied forced displacement. FIG. 6(A) shows the result when a panel member with a thickness of 0.67 mm is used (equivalent to the case where a reinforcing plate without a bead is applied to the solar panel), and FIG. 6(B) shows the result when a reinforcing plate with a bead is applied to the solar panel according to the teaching of this embodiment. Comparing these figures, it can be seen that the case with the bead according to this embodiment in FIG. 6(B) has a wider range of displacement than the case without the bead in FIG. 6(A). This result shows that the deflection due to a point load acting locally is shallower and more widely distributed in the case with the bead according to this embodiment than the case without the bead, and large deflection does not occur locally, making the structure less likely to be destroyed. In addition, the stored elastic energy when the above-mentioned displacement is applied is 1.3×10 -1 J, whereas in the case of the bead shown in Fig. 6(B), it was 1.9 × 10 -1J, and the stored elastic energy increased by 46%. This shows that when the reinforcing plate according to the teaching of this embodiment is used, more load energy is absorbed as stored elastic energy, the displacement of the structure is reduced, destruction is less likely to occur, and impact resistance or load resistance is improved.

[0032] Thus, according to the configuration using the reinforcing plate of the present embodiment, the surface rigidity of the reinforcing plate is increased to improve the impact resistance or load bearing capacity of the structure by forming cut-and-raised beads on the reinforcing plate. In such a configuration, the thickness of the reinforcing plate does not need to be increased to increase the surface rigidity of the structure, so that the impact resistance or load bearing capacity of the structure is improved while minimizing the increase in weight. Furthermore, according to the present embodiment, it is expected that there will be more opportunities to install solar panels on the roofs of buildings and the like that have weight restrictions on the objects that can be installed.

[0033] The above description has been given in relation to the embodiment of the present invention, but it will be apparent to those skilled in the art that many modifications and changes can be easily made thereto, and that the present invention is not limited to the embodiment exemplified above, but can be applied to various devices without departing from the concept of the present invention.

Claims

1. A solar panel structure in which a reinforcing plate is laminated and fixed to a solar panel, the reinforcing plate having a plurality of cut-raised beads extending along its surface, the extension direction of the cut-raised beads being curved.

2. 2. The structure according to claim 1, wherein a plurality of said cut-and-raised beads are arranged along a circle or an ellipse.

3. 2. The structure according to claim 1, wherein the plurality of cut-and-raised beads extend so as not to cross each other.

4. 4. The structure according to claim 3, wherein a plurality of said cut-and-raised beads extend adjacent to each other along the longitudinal or transverse direction within the plane of said reinforcing plate.

5. A reinforcing plate that is laminated to and fixed to a solar panel, the reinforcing plate having a plurality of cut-raised beads extending along its surface, the extending direction of the cut-raised beads being curved.

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