JP6051027B2 - Solar panel mount - Google Patents

Description

  The present invention relates to a solar panel mount for installing a solar panel for photovoltaic power generation on the ground, and can be used, for example, in a mega solar system for large-scale power generation.

  In order to install a solar panel that generates electric power on the ground, the solar panel is attached to a solar panel mount. As shown in Patent Document 1 below, the solar panel mount is installed. Inclined with respect to the horizontal direction, a foundation frame for placing the solar panel, a foundation pile supporting the foundation frame with the head, leaving the head on the ground and invading the ground, It is comprised including. And in patent document 1, the two foundation piles are provided in the inclination direction of the base frame.

Japanese Patent Laying-Open No. 2012-69929 (paragraphs 0026 and 0027, FIG. 1)

  In order to simplify the structure of the solar panel mount, the number of foundation piles in the inclination direction of the base frame can be set to one. In this way, when the number of foundation piles in the inclination direction of the foundation frame is one, the foundation whose length direction is the vertical direction so that the foundation frame can be supported by the head of the foundation pile. In order to support a foundation frame with the head of a foundation pile, or a bridge member is bridged between a pile and a foundation frame constituent member which constitutes the foundation frame and has a length extending in the inclination direction. Between the connecting member connected to the foundation pile and the length direction is the vertical direction, and the base frame constituting member constituting the base frame and extending in the inclined direction. What is necessary is just to bridge a member.

  However, if the foundation pile that has entered the ground with the head remaining on the ground is not in the correct vertical position, or if there is an error in the penetration depth of the foundation pile into the ground, in other words If there is an error in the driving angle and driving amount of the foundation pile driven into the ground leaving the head on the ground, the foundation frame should be supported by the foundation pile head with an accurate inclination angle with respect to the horizontal direction. Will be difficult.

  The purpose of the present invention is when the foundation pile that has entered the ground with the head remaining on the ground is not accurately in the vertical posture or when there is an error in the penetration depth of the foundation pile into the ground However, the present invention is to provide a solar panel mount that allows the foundation frame to be supported by the head of the foundation pile with an accurate inclination angle with respect to the horizontal direction.

  The solar panel pedestal according to the present invention is inclined with respect to the horizontal direction, and a ground frame for arranging the solar panel, and the ground frame is supported by the head, and the head is left on the ground and the interior of the ground. In the solar panel gantry configured to include a foundation pile penetrating into the base frame, the number of the foundation piles in the inclination direction of the base frame is one, and the length direction is the vertical direction A foundation pile, or a connecting member connected to the foundation pile for supporting the foundation frame at the head of the foundation pile and having a longitudinal direction in the vertical direction, and the foundation frame, and the inclination direction A cane member is bridged between a base frame constituent member having a length extending to the base frame, a joint portion of the foundation pile or the connecting member with respect to the cane member, and the base frame with respect to the cane member. The position of at least one of the coupling parts of the frame component members is adjustable in the length direction of the member in which this one coupling is performed with respect to the staff member. It is a feature.

  In this solar panel mount, it is connected to the foundation pile in which the length direction is the vertical direction, or to support the foundation frame with the head of this foundation pile, and the length direction is the vertical direction. And a base pile or connection to the cane member, and the cane member is bridged between the connecting member and the base frame constituting member that constitutes the base frame and has a length extending in the inclined direction. The position of at least one of the coupling portion of the member and the coupling portion of the base frame constituent member with respect to the cane member is a member in which this one coupling is performed with respect to the cane member, that is, the aforementioned Since it is adjustable in the length direction of the foundation pile or the connecting member or the foundation frame constituent member, even if the number of the foundation piles in the inclination direction of the foundation frame is one, the one coupling The base which has penetrated into the ground leaving the head on the ground by performing the work of adjusting the position of the one in the length direction of the member in which this one connection is made to the cane member Even if the pile is not in the correct vertical position or there is an error in the depth of penetration of the foundation pile into the ground, the foundation frame is supported by the foundation pile head with an accurate inclination angle with respect to the horizontal direction. Will be able to.

  In the present invention, the one coupling portion may be formed by an arbitrary structure or shape, and an example of the coupling portion is an enclosure in which a staff member is disposed around the member around the member. The position of the surrounding means can be adjusted in the length direction of the member, so that the inclination angle of the base frame with respect to the horizontal direction can be changed and adjusted.

  The surrounding means arranged around the member may be formed by combining a plurality of members, or one piece surrounding the member by being bent. You may form by connecting one edge part of this enclosure member to this enclosure member.

  Moreover, you may provide the set screw member in which a front-end | tip reaches the said member in the surrounding means. According to this, after adjusting the position of the enclosing means in the length direction of the member, the encircling means is moved to the length of the member by rotating the set screw member to press the tip of the set screw member against the member. A fixed state can be obtained at that position in the vertical direction.

  In addition, the solar panel mount according to the present invention is inclined with respect to the horizontal direction, and a ground frame for arranging the solar panel, the ground frame is supported by the head, and the ground is left on the ground. In the solar panel gantry configured to include a foundation pile penetrating into the interior of the base frame, the number of the foundation piles in the inclination direction of the base frame is one, and the length direction is the vertical direction The foundation pile, or a connecting member that is connected to the foundation pile to support the foundation frame at the head of the foundation pile, and whose length direction is the vertical direction, and constitutes the foundation frame, A cane member is bridged between a base frame constituent member having a length extending in an inclined direction, and the joint portion of the foundation pile or the connecting member with respect to the cane member, and the above with respect to the cane member Of the coupling portions of the earth frame, it is characterized in that the position of at least one of the coupling portion is adjustable in the longitudinal direction of the side wand.

  In this solar panel mount, it is connected to the foundation pile in which the length direction is the vertical direction, or to support the foundation frame with the head of this foundation pile, and the length direction is the vertical direction. A cane member is bridged between the connecting member and the base frame constituting member constituting the base frame and having a length extending in the inclined direction, and the foundation pile or the connecting member is coupled to the cane member The number of foundation piles in the inclination direction of the base frame is such that the position of at least one of the joint portion and the joint portion of the base frame with respect to the cane member can be adjusted in the length direction of the cane member Even if there is only one, the foundation pile that has entered the ground leaving the head on the ground by adjusting the position of the one coupling portion in the length direction of the cane member Is in an accurate vertical position Even if there is an error in the depth of penetration of the foundation pile into the interior of the case and the ground have the base frame, it is possible to support the head of the foundation pile with an accurate inclination angle with respect to the horizontal direction.

  Thus, in the case of constituting the solar panel gantry, the position of the one coupling portion can be adjusted in the length direction of the cane member by an arbitrary structure, and an example thereof is One of the connecting parts is configured to include a bolt, and the bolt is inserted into a long long hole formed long in the length direction of the cane member, and the positional relationship between the long hole and the bolt is changed. Thereby, the position of said one coupling | bond part can be adjusted to the length direction of a cane member.

  The long hole may be provided in the cane member, or may be provided in the member, that is, the foundation pile, the connecting member, or the base frame constituent member. In the case where the surrounding means surrounding the member is provided in the member, a long hole may be provided in the surrounding means.

  Further, the solar panel gantry according to the present invention is inclined with respect to the horizontal direction, and a ground frame for arranging the solar panel, and the ground frame is supported by the head, and the ground is left on the ground. In the solar panel gantry configured to include a foundation pile penetrating into the interior of the base frame, the number of the foundation piles in the inclination direction of the base frame is one, and the length direction is the vertical direction The foundation pile, or a connecting member that is connected to the foundation pile to support the foundation frame at the head of the foundation pile, and whose length direction is the vertical direction, and constitutes the foundation frame, A cane member is bridged between a base frame constituent member having a length extending in an inclined direction, and the length of the cane member is adjustable.

  In this solar panel mount, it is connected to the foundation pile in which the length direction is the vertical direction, or to support the foundation frame with the head of this foundation pile, and the length direction is the vertical direction. The cane member is bridged between the connecting member and the underlying frame constituting member that constitutes the underlying frame and has a length extending in the inclined direction, and the length of the cane member can be adjusted. Therefore, even if the number of foundation piles in the inclination direction of the foundation frame is one, the head can be left on the ground by adjusting the length of the cane member to enter the ground. Even if the foundation pile is not in the correct vertical position or there is an error in the depth of penetration of the foundation pile into the ground, the foundation frame should be attached to the foundation pile head with an accurate inclination angle with respect to the horizontal direction. Can be supported by the club To become.

  In the case where the solar panel gantry is configured as described above, the adjustment of the length of the cane member can be realized by an arbitrary structure. For example, the cane member is made of the cane member. It is configured to include two members having a length in the length direction, and one of these members is slidable in the length direction of the cane member with respect to the other.

  The foundation pile in the present invention described above may be made of any material, for example, a square steel pipe or a round steel pipe, or a groove steel, H steel, I steel, L steel, or Z steel. Good.

  According to the present invention, even if the foundation pile that has entered the ground with the head remaining on the ground is not accurately in the vertical position, or even if there is an error in the penetration depth of the foundation pile into the ground The base frame can be supported by the head of the foundation pile with an accurate inclination angle with respect to the horizontal direction.

FIG. 1 is a perspective view showing the entirety of a solar panel mount according to an embodiment of the present invention. FIG. 2 is a side cross-sectional view showing the head of the foundation pile of the solar panel gantry and its peripheral portion, and the surface portion of the ground. FIG. 3 is an exploded perspective view showing the structure of the head of the foundation pile and its peripheral part. FIG. 4 is a plan view of the solar panel mount. FIG. 5 is an exploded perspective view of a main part showing a first alternative embodiment relating to a joint portion between a foundation pile and a cane member. FIG. 6: is a disassembled perspective view of the principal part which shows 2nd another embodiment regarding the coupling | bond part of a foundation pile and a cane member. FIG. 7 is a view similar to FIG. 2 showing an embodiment in which the position of the joint between the foundation pile and the cane member can be adjusted in the length direction of the cane member. FIG. 8 is a view similar to FIG. 2 showing an embodiment in which the length of the cane member is adjustable. FIG. 9 is a perspective view showing the first embodiment of the shape of the tip of the foundation pile when the foundation pile is channel steel. FIG. 10 is a cross-sectional view taken along line S10-S10 in FIG. Drawing 11 is a perspective view showing a 2nd embodiment about the shape of the tip of a foundation pile, when a foundation pile is channel steel. FIG. 12 is a perspective view showing the first embodiment of the shape of the tip of the foundation pile when the foundation pile is H-shaped steel. FIG. 13: is a perspective view which shows 2nd Embodiment about the shape of the front part of a foundation pile, when a foundation pile is H-shaped steel. 14 is a cross-sectional view taken along line S14-S14 in FIG. FIG. 15: is a perspective view which shows 3rd Embodiment about the shape of the front part of a foundation pile, when a foundation pile is H-shaped steel.

  EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is demonstrated based on drawing. FIG. 1 is an overall perspective view of a solar panel mount according to an embodiment of the present invention. This solar panel pedestal includes a foundation frame 1 for arranging the solar panel, and a foundation pile 3 that supports the foundation frame 1 with a head and leaves the head on the ground to enter the ground 2. And. The front-rear direction of the base frame 1 is inclined with respect to the horizontal direction, and the number of foundation piles 3 in this front-rear direction is one, and there are a plurality of foundation piles 3 in the left-right direction perpendicular to the front-rear direction ( 3 in the illustrated example).

  The base frame 1 is provided for each foundation pile 3 and is disposed across the large pulling member 4 having a length extending in the front-rear direction, and these large pulling members 4, and is long in the left-right direction. A plurality of joist members 5 (four in the illustrated example) are provided in the front-rear direction so as to be parallel to each other. The joist member 5 is disposed on each of the large pulling members 4, and is spanned between the first short dimension member 5A having a short horizontal dimension and the first short dimension members 5A. The right and left ends of the first short dimension member 5A arranged in the rightmost foundation pile 3A among the long dimension member 5B having a long dimension in the left and right direction and the plurality of foundation piles 3 in the left and right direction. The second short dimension member 5C having a short left-right dimension and the left end of the first short dimension member 5A disposed on the left-side foundation pile 3B are coupled with a short left-right dimension. The 3rd short dimension member 5D is comprised, and the left-right direction length of 5 C of 2nd short dimension members and the left-right direction length of 3rd short dimension member 5D are the same. In other words, the second short dimension member 5C and the third short dimension member 5D are the same member.

  Moreover, the connection member 6 which has the length of an up-down direction is couple | bonded with the head of each foundation pile 3 exposed above the ground 2, ie, the ground, and this each via the connection member 6 Since the large pulling member 4 is coupled to the head of each foundation pile 3, the base frame 1 is supported on the head of each foundation pile 3 via the connecting member 6. Furthermore, it is the middle part of the length direction of the foundation pile 3 which becomes the up-down direction, Comprising: Of the part exposed on the ground, and the length direction of the large pulling member 4 which is the front-back direction, a foundation pile 3, the cane member 7 is bridged between the positions shifted from the arrangement position of the base 3, and the base frame 1 is connected to the connecting member 6 by the cane member 7 provided for each foundation pile 3. The head of each foundation pile 3 is supported with a predetermined inclination angle with respect to the horizontal direction.

  FIG. 2 shows a side view of the head of the foundation pile 3 and its peripheral portion, and the surface 2A portion of the ground 2. In FIG. 2, the long dimension member 5 </ b> B of the joist member 5 is taken as a cross section. It is a figure. Moreover, the structure of the head of the foundation pile 3 and its peripheral part is shown by FIG. 3 as an exploded perspective view. As can be seen from FIG. 3, the foundation pile 3 is formed of channel steel that is a rod-shaped material having a length in the vertical direction. For this reason, the foundation pile 3 has both a horizontal direction and a horizontal direction. Among the front and rear directions, the first flange portion 11 that is the first side portion in which the left and right direction is the width direction, and one end portion is connected to the right end portion of the first flange portion 11 at a right angle. Like the first flange portion 11 and the web portion 12 that is the second side portion in the width direction, the left-right direction is the width direction and parallel to the first flange portion 11. It consists of the 2nd flange part 13 which is the 3rd side part by which the right end part is connected to the other end part at right angle.

  The connecting member 6 is formed of a grooved steel having a short vertical length, and the grooved steel of the connecting member 6 is a steel material having a larger longitudinal dimension than the grooved steel of the foundation pile 3. The head of the foundation pile 3 can be fitted to the outside of the head. Two elongated holes 14 that are long in the vertical direction are formed in the front-rear direction at the location of the connecting member 6 corresponding to the web portion 12 of the foundation pile 3, and two long holes 14 are formed in the web portion 12 of the foundation pile 3. The connecting member 6 is coupled to the head of the foundation pile 3 by inserting bolts 16 into the holes 15 provided, and screwing and tightening nuts 17 to the ends of these bolts 16.

  And the long hole 18 long in the front-back direction is formed in the upper part of the connection member 6 which protrudes upwards from the upper surface of the foundation pile 3. As shown in FIG.

  The large pulling member 4 described above is formed of Z-shaped steel. For this reason, the large pulling member 4 is connected to the first flange portion 21 that is the upper first side portion in which the lateral direction is the width direction, and the upper end portion is connected to the right end portion of the first flange portion 21 at a right angle. Like the first flange portion 21 and the web portion 22 which is the second side portion whose vertical direction is the width direction, the horizontal direction is the width direction and is parallel to the first flange portion 21. The second flange portion 23 is a lower third side portion whose left end portion is connected to the lower end portion of the web portion 22 at a right angle. A hole 24 is formed in the web portion 22, and a bolt 25 is inserted into the hole 24 and the long hole 18 of the connecting member 6, and a nut 26 is screwed into an end portion of the bolt 25 and tightened. The large pulling member 4 is coupled to the connecting member 6.

  Each of the first short dimension member 5A, the long dimension member 5B, the second short dimension member 5C, and the third short dimension member 5D constituting the joist member 5 is made of Z-shaped steel. For this reason, these members 5A to 5D have a first flange portion 31 which is an upper first side portion in which the front-rear direction is the width direction, and an upper end portion perpendicular to the front end portion of the first flange portion 31. Like the first flange portion 31 and the web portion 32 which is the second side portion that is connected and the vertical direction is the width direction, the front-rear direction is the width direction and is parallel to the first flange portion 31. And a second flange portion 33 which is a lower third side portion whose rear end portion is connected to the lower end portion of the web portion 32 at a right angle.

  On the left and right ends of the first short dimension member 5A, the end of the long dimension member 5B, the end of the second short dimension member 5C, and the end of the third short dimension member 5D are stacked and placed. Holes formed at the end of the first flange 31 of the dimension member 5B, the end of the first flange 31 of the second short dimension member 5C, and the end of the first flange 31 of the third short dimension member 5D Bolts 36 are inserted into holes 34 and holes 35 provided at the left and right ends of the first flange portion 31 of the first short dimension member 5A, and nuts 37 are screwed onto the ends of these bolts 36 and tightened. And formed at the end of the second flange portion 33 of the long dimension member 5B, the end of the second flange portion 33 of the second short dimension member 5C, and the end of the second flange portion 33 of the third short dimension member 5D. Holes 44 and the left and right ends of the second flange portion 33 of the first short dimension member 5A. Bolts 46 are inserted into 45, and nuts 47 are screwed onto the ends of these bolts 46 and tightened, so that the long dimension member 5B and the second dimension member 5A are attached to both ends in the length direction of the first short dimension member 5A. 2 short dimension member 5C and 3rd short dimension member 5D are connected.

  The end of the web part 32 of the long dimension member 5B, the end of the web part 32 of the second short dimension member 5C, the end of the web part 32 of the third short dimension member 5D, and the first short dimension member 5A. The left and right end portions of the web portion 32 may be connected by bolts and nuts inserted into holes formed in these end portions. As will be described later, solar panels are placed on the upper surfaces of the first flange portions 31 of the long dimension member 5B, the second short dimension member 5C, the third short dimension member 5D, and the first short dimension member 5A. Therefore, the bolt 36 and the nut 37 may be omitted so as not to affect the placement of the solar panel.

  A long hole 48 that is long in the left-right direction is formed in the second flange portion 33 of the first short dimension member 5 </ b> A, and the long hole 48 and a hole 49 provided in the first flange portion 21 of the large pulling member 4. The first short dimension member 5 </ b> A is coupled to the upper surface of the large pulling member 4 by inserting the bolt 50 into the bolt 50, and screwing and tightening the nut 51 to the end of the bolt 50.

  As shown in FIG. 3, the end portion on the foundation pile 3 side of the aforementioned cane member 7 formed of channel steel (channel material) is coupled to the foundation pile 3 via the surrounding means 60. Yes. The surrounding means 60 disposed around the foundation pile 3 so as to surround the foundation pile 3 includes a first member 61 and a second member 62 which are band-like members facing each other in the left-right direction. ing. The first member 61 is formed with a size corresponding to the left-right dimension and the front-rear dimension of the foundation pile 3, and is formed with a recess 61A that can accommodate the entire left-right direction and the front-rear direction of the foundation pile 3 inside. In front of and behind the recess 61A, tongue pieces 61B and 61C are provided in parallel with the second member 62, which is a flat plate-shaped member. The second member 62 has a length in the front-rear direction that is longer than that of the first member 61, and the two holes 63 formed in the second member 62 at an interval larger than the front-rear dimension of the foundation pile 3, 64 and holes 65 and 66 provided in the tongue pieces 61B and 61C of the first member 61, bolts 67 and 68 are inserted, and nuts 69 and 70 are screwed into the ends of these bolts 67 and 68, respectively. By tightening, the first member 61 and the second member 62 are in a state where the foundation pile 3 is housed in the recess 61 </ b> A of the first member 61, in other words, the first member 61 and the second member 62 of the foundation pile 3. It will be connected to the foundation pile 3 in a state of surrounding the periphery.

  The second member 62 has a hole 71 formed in front of the hole 63, and a bolt 72 is inserted into the hole 71 and a hole provided at the end of the cane member 7 on the foundation pile 3 side. Then, the nut 73 is screwed onto the end portion of the bolt 72 and tightened, whereby the end portion on the foundation pile 3 side of the cane member 7 is the second member 62 that is a constituent member of the surrounding means 60 described above. It couple | bonds with the foundation pile 3 via. For this reason, the coupling | bond part of the foundation pile 3 with respect to the edge part by the side of the foundation pile 3 of the cane member 7 has couple | bonded this surrounding means 60 and the cane member 7 with the surrounding means 60 arrange | positioned in the foundation pile 3. A bolt 72 and a nut 73 are included.

  Further, as can be seen from FIG. 2, a hole into which a bolt 74 is inserted is formed at the end of the cane member 7 on the base frame 1 side, and this bolt 74 is formed on the web of the aforementioned large pulling member 4. By inserting the nut into the end of the bolt 74 and tightening it, the end on the base frame 1 side of the cane member 7 is a base frame constituent member. The base frame 1 is coupled to the large pulling member 4 having a length extending in the inclination direction.

  Thereby, even if each large pulling member 4 which comprises the base frame 1 is couple | bonded with the connection member 6 couple | bonded with the head of each foundation pile 3 with the one volt | bolt 25, foundation pile 3 The base frame 1 composed of the large pulling member 4 and the joist member 5 is supported on the foundation pile 3 by tilting the front-rear direction at a predetermined angle with respect to the horizontal direction by the support action of the cane member 7 provided for each Can be made.

  FIG. 4 shows a plan view of the base frame 1 composed of the large pulling member 4 and the joist member 5. A plurality of solar panels SP are arranged on the base frame 1. In the illustrated example, seven solar panels SP are arranged in the left-right direction and two in the front-rear direction. The solar panel SP is placed on the upper surface of the first flange portion 31 of each of the first short dimension member 5A, the long dimension member 5B, the second short dimension member 5C, and the third short dimension member 5D of the joist member 5. Holes 8 are formed in the first flange portions 31 of the long dimension member 5B, the second short dimension member 5C, and the third short dimension member 5D, and bolts inserted into these holes 8 The solar panel SP is fixed to the base frame 1.

  The operations for connecting the large pulling member 4 which is a constituent member of the foundation frame 1 to the heads of the respective foundation piles 3 through the connecting members 6 as described above are performed by connecting the respective foundation piles 3 to these foundation piles. This is performed after the work of leaving the head of 3 on the ground and entering the ground 2 with a device such as a pile driver.

  In this way, when the work of leaving each head pile 3 in the ground 2 with the head remaining on the ground is performed, the foundation pile 3 having an error in the penetration depth among the plurality of foundation piles 3 Even if it occurs, this error can be eliminated for the foundation pile 3 by the long hole 14 formed long in the vertical direction in the connecting member 6 described in FIG. Moreover, about the foundation pile 3 from which the position penetrate | invaded into the ground 2 has shifted | deviated to the front-back direction rather than the predetermined position, this shift | offset | difference can be eliminated with the long hole 18 formed in the connection member 6 long in the front-back direction. . Further, for the foundation pile 3 whose position to enter the ground 2 is shifted in the left-right direction from the predetermined position, the long hole 48 formed long in the left-right direction in the first short dimension member 5A of the joist member 5 The deviation can be eliminated.

  In addition, when the posture that intrudes into the ground 2 is not a vertical posture and the foundation pile 3 that inclines in the front-rear direction with respect to the vertical direction and enters the inside of the ground 2 is generated, the cane member 7 The vertical height position of the surrounding means 60 which has connected the edge part of the foundation pile 3 side to the foundation pile 3 is adjusted. That is, as described with reference to FIG. 3, the surrounding unit 60 according to the present embodiment includes the first member 61 and the second member 62 that surround the foundation pile 3, and the first member 61 The second member 62 is coupled to each other by bolts 67 and 68 and nuts 69 and 70, and is connected to the foundation pile 3 by these bolts 67 and 68 and nuts 69 and 70. Since the first member 61 and the second member 62 are not tightened with respect to the foundation pile 3 by loosening the bolts 67 and 68, the vertical direction becomes the length direction. The arrangement position of the surrounding means 60 in the existing foundation pile 3 can be adjusted in the length direction of the foundation pile 3 as shown by the two-dot chain line in FIG.

  When this adjustment work is performed, the position of the end portion on the foundation pile 3 side of the cane member 7 coupled to the foundation pile 3 through the surrounding means 60 is adjusted in the length direction of the foundation pile 3. Therefore, this end portion is rotatably connected to the surrounding means 60 by a single bolt 72, and the end portion on the base frame 1 side is also rotatably connected to the large pulling member 4 by a single bolt 74. The cane member 7 is changed in the inclination angle with respect to the horizontal direction. Therefore, even if the foundation pile 3 in which the posture entering the ground 2 is inclined in the front-rear direction with respect to the vertical direction is generated, The frame 1 can be supported by the heads of the respective foundation piles 3 with the longitudinal direction of the base frame 1 being set at a predetermined inclination angle with respect to the horizontal direction.

  Therefore, according to this embodiment, when a foundation pile 3 that is not accurately in a vertical posture is generated among the plurality of foundation piles 3 that leave the head on the ground and enter the ground, The frame 1 can be supported by the head of the foundation pile 3 with an accurate inclination angle with respect to the horizontal direction.

  And as above-mentioned, changing the inclination angle with respect to the horizontal direction of the cane member 7 is when the error has arisen in the penetration | invasion depth of the foundation pile 3 to the inside of the ground 2, or the foundation pile 3 is made into the ground 2 Even when the position of entering the inside of the base frame is shifted in the front-rear direction from the predetermined position, the base frame 1 is set to the respective foundation piles 3 with the front-back direction of the base frame 1 being set at a predetermined inclination angle with respect to the horizontal direction. It can be used as an effective means for being supported by the head.

  In the embodiment shown in FIG. 5, the nut 100 is attached to the second member 62 that is a constituent member of the surrounding means 60, the bolt 101 is screwed into the nut 100, and the tip of the bolt 101 is aligned with the nut 100. Then, the foundation pile 3 can be reached through the hole provided in the second member 62. According to this embodiment, when the bolt 101 is tightened, the tip of the bolt 101 comes into pressure contact with the foundation pile 3, and therefore, after changing the arrangement position of the surrounding means 60 in the length direction of the foundation pile 3, it becomes a set screw member. The surrounding bolt 60 can be securely fixed to the foundation pile 3 by the bolt 101.

  The surrounding means 60 according to the embodiment of FIG. 6 is formed by a single surrounding member 102 having a shape surrounding the foundation pile 3 by being bent, and this surrounding member 102 is a bent product of sheet metal. A hole 103 is formed at one end of the bolt, and a bolt 105 is inserted into the hole 103 and a hole 104 provided at the location of the surrounding member 102 corresponding to the hole 103, and a nut is inserted into the end of the bolt 105. The surrounding member 102 is tightened and coupled to the foundation pile 3 in a state of surrounding the foundation pile 3 by screwing the 106 together.

  Further, a hole 107 is formed in the surrounding member 102 in front of the hole 104, and bolts 108 are attached to the hole 107 and a hole provided at the end of the cane member 7 on the foundation pile 3 side. By inserting and fastening the nut 109 to the end portion of the bolt 108 and tightening, the end portion on the foundation pile 3 side of the cane member 7 is coupled to the foundation pile 3 via the surrounding member 102.

  In this embodiment, after leaving the head of the foundation pile 3 on the ground and intruding the foundation pile 3 into the ground 2, before connecting the connecting member 6 to the head, The member 102 is disposed at an arbitrary position in the length direction of the foundation pile 3 from the head of the foundation pile 3, and the surrounding member 102 can be coupled to the position by tightening the bolt 105 and the nut 106. By loosening 105 and the nut 106, the arrangement position of the surrounding member 102 can be changed and adjusted in the length direction of the foundation pile 3 similarly to the above-mentioned embodiment.

  Also in this embodiment, a nut 109 is attached to the surrounding member 102, a bolt 110 is screwed into the nut 109, and the tip of the bolt 110 is aligned with the nut 109 through a hole provided in the surrounding member 102. Since the pile 3 is reachable, when the bolt 110 is tightened, the tip of the bolt 110 comes into pressure contact with the foundation pile 3, thereby changing the arrangement position of the surrounding member 102 in the length direction of the foundation pile 3, The surrounding member 102 can be reliably fixed to the foundation pile 3 by the bolt 110 which is a set screw member.

  Also in the embodiment of FIG. 7, an enclosure formed by including the first member 61 and the second member 62 described with reference to FIG. 3 in order to join the end of the cane member 7 on the foundation pile 3 side to the foundation pile 3. Although the means 60 is used, the bolt 72 for connecting the end of the cane member 7 on the side of the foundation pile 3 to the second member 62 is long in the length direction of the cane member 7. The nut 73 described with reference to FIG. 3 is screwed into the end of the bolt 72 and tightened by tightening the nut 73 described above with reference to FIG. It is couple | bonded with the foundation pile 3 via.

  In this embodiment, by loosening the bolt 72, the position of the coupling portion of the foundation pile 3 with respect to the cane member 7 can be changed by the length of the long hole 111 in the length direction of the cane member 7, As a result, as in each of the embodiments described so far, the inclination angle of the cane member 7 with respect to the horizontal direction is changed, so that the posture entering the inside of the ground 2 is inclined in the front-rear direction with respect to the vertical direction. Even if there is a foundation pile 3 that is present, or even if there is a foundation pile 3 that has an error in the depth of penetration into the ground 2, the foundation frame 1 should be placed horizontally in the front-rear direction of the foundation frame 1. On the other hand, it can be supported at the head of each foundation pile 3 at a predetermined inclination angle.

  Also in the embodiment of FIG. 8, an enclosure formed by including the first member 61 and the second member 62 described with reference to FIG. 3 in order to couple the end portion on the foundation pile 3 side of the cane member 117 to the foundation pile 3. Although the means 60 is used, the cane member 117 formed of channel steel (channel material) includes the first member 117A and the second member 117B made of channel steel having different vertical and horizontal dimensions. And, by fitting a part of the second member 117B having a small vertical dimension and a small horizontal dimension into a part of the first member 117A having a large vertical dimension and a large horizontal dimension, among these members 117A and 117B, One can slide in the length direction of the cane member 117 with respect to the other.

  In this embodiment, the end of the first member 117A on the foundation pile 3 side is connected to the second member 62 of the surrounding means 60 by the bolt 72 and the nut 73, as in the embodiment of FIG. The end portion of 117B on the base frame 1 side is connected to the large pulling member 4 serving as the base frame constituent member by a bolt 74 and a nut, as in the embodiment of FIG.

  And the long hole 118 long in the length direction of the cane member 117 is formed in the edge part by the side of the foundation frame 1 of 117 A of 1st members, This long hole 118 and the foundation pile 3 of 2nd member 117B The first member 117A and the second member 117B are connected by inserting a bolt 119 into a hole provided in the end portion on the side, and screwing and tightening a nut to the end portion of the bolt 119.

  In this embodiment, by loosening the bolt 119, an operation for changing and adjusting the length of the cane member 117 by the length of the long hole 118 can be performed. When this operation is performed, the inclination angle of the cane member 7 with respect to the horizontal direction changes as in each of the embodiments described so far. Therefore, the posture of entering the ground 2 is in the vertical direction. Even if there is a foundation pile 3 that is inclined in the front-rear direction, or there is a foundation pile 3 that has an error in the depth of penetration into the ground 2, the foundation frame 1 is placed before and after the foundation frame 1. The direction can be supported by the head of each foundation pile 3 with a predetermined inclination angle with respect to the horizontal direction.

  In order to make it possible to adjust the length of the cane member in this way, by forming the two members constituting the cane member with grooved steel with a lip or square steel, and further with round steel, Of the two members, one part of the other is inserted into one part of the other, so that one of these members can slide only in the length direction of the cane member with respect to the other, In the left-right direction and the up-down direction orthogonal to the length direction, one is prevented from escaping with respect to the other, and a set screw member that reaches the inner member is provided on the outer member of the two members. After adjusting the length of the cane member by the slide, the length of the cane member may be fixed to the adjusted length by pressing the tip of the set screw member against the inner member. .

  As FIG. 4 etc. show, although the number of the foundation pile 3 arrange | positioned at the left-right direction is 3, this number can be made into 4 or more. Thus, when the number of the foundation piles 3 is four or more, the first short of the joist members 5 arranged on the large pulling members 4 of the two or more foundation piles 3 excluding the foundation piles 3 arranged on the left and right ends. A long dimension member 5B is connected to the left and right ends of the dimension member 5A, and a second short dimension member 5C is connected to the right end of the first short dimension member 5A of the joist member 5 disposed on the large pulling member 4 of the foundation pile 3 at the right end. And the third short dimension member 5D may be coupled to the left end portion of the first short dimension member 5A of the joist member 5 disposed on the large pulling member 4 of the leftmost foundation pile 3.

  As can be seen from this description, according to the solar panel mount according to the present embodiment, the joist member 5 on which the solar panel SP is placed includes the first short dimension member 5A, the long dimension member 5B, and the second short dimension. Since it is constituted by the member 5C and the third short dimension member 5D, the number of the foundation pile 3 and the long dimension member 5B, the connecting member 6 coupled to the foundation pile 3, and the large pulling member 4 In other words, by simply increasing the number of the cane members 7, in other words, without adding another kind of member, the size of the solar panel mount can be increased in the left-right direction and is required to be arranged. Since the solar panel mount with any left and right dimensions corresponding to the number of solar panels can be manufactured, the solar panel mount according to this embodiment is applied to a mega solar system for large-scale power generation. Rukoto can.

  Moreover, since the first short dimension member 5A, the long dimension member 5B, the second short dimension member 5C, and the third short dimension member 5D are made of Z-shaped steel, the platform for a solar panel having a large lateral dimension is provided. When these are manufactured, these members 5A to 5D can be connected to each other by overlapping the top and bottom with a small vertical step.

  FIG. 9 shows a tip portion that enters the ground 2 in the foundation pile 3. The shape of the tip portion is a tapered shape in which the horizontal width dimension gradually decreases downward. Specifically, the tip portion of the foundation pile 3 is the second of the first flange portion 11, the web portion 12, and the second flange portion 13 that form the foundation pile 3. It is formed by cutting obliquely downward from the flange portion 13 toward the first flange portion 11. The lower end of this cutting does not reach the first flange portion 11. For this reason, the connection part 75 of the 1st flange part 11 and a part of web part 12 which has made a right angle with this 1st flange part 11 remains in the front end surface of the foundation pile 3, and the front part Is formed by the entire first flange portion 11 and a part of the web portion 12.

  As described above, when the foundation pile 3 is operated to leave the head on the ground and enter the ground 2 with an apparatus such as a pile driving machine, the both sides of the first flange portion 11 and the web portion 12 The foundation pile 3 penetrates into the ground 2 while both the front and back surfaces and the front and back surfaces of the second flange portion 13 are in contact with the soil of the ground 2. For this reason, the contact area between the foundation pile 3 and the soil of the ground 2 is larger than that of a rod-shaped material such as square steel or round steel whose left and right dimensions and front and rear dimensions are the same as those of the foundation pile 3. Thus, a large pulling resistance from the ground 2 can be generated in the foundation pile 3.

  In addition, the shape of the tip of the foundation pile 3 is a tapered shape in which the horizontal width dimension gradually decreases downward, so that the foundation pile 3 is not in the ground 2 when the foundation pile 3 enters the ground 2. The resistance force received from the soil is reduced, and thereby, the work of invading the ground 2 of the foundation pile 3 (the work of driving the foundation pile 3) can be easily performed.

  Furthermore, since the connection part 75 with the 1st flange part 11 and a part of web part 12 which makes a right angle with this 1st flange part 11 is provided in the front end surface of the foundation pile 3, this front end surface is attached. The strength of the tip portion of the foundation pile 3 is greater than that formed only by the first flange portion 11, so that the tip portion of the foundation pile 3 is brought into the ground 2 by a device such as a pile driving machine. It is possible to perform the intruding operation while suppressing the deformation of the tip.

  In this embodiment, as shown in FIG. 1 and FIG. 2, the foundation pile 3 is located in the middle of the foundation pile 3 in the length direction and corresponding to the position of the surface 2 </ b> A of the ground 2. There is provided an intrusion resistance generating portion 76 that generates resistance against intrusion into the interior. The intrusion resistance generating portion 76 of the present embodiment is formed by a plate-like member, and a foundation pile is formed in a through hole formed in a shape corresponding to the planar shape of the grooved steel that is the material of the foundation pile 3 in the plate-like member. 3 is inserted, and the intrusion resistance generating part 76 is provided in the foundation pile 3 by joining the plate-like member which is horizontal or substantially horizontal at the above-mentioned place in the foundation pile 3 by welding of the foundation pile 3 or the like. ing.

  According to this invasion resistance generation part 76, when the foundation pile 3 is infiltrated into the ground 2 by a device such as a pile driving machine and the foundation pile 3 enters the ground 2 to a predetermined depth, the foundation pile 3 Since a resistance force against the intrusion into the ground 2 is generated, the depth for allowing the foundation pile 3 to enter the ground 2 can be accurately set.

  Further, as shown in FIG. 9, the foundation pile 3 is provided with a slip-out resistance generating portion 77 for generating a resistance against the slip-out of the foundation pile 3 from the ground 2. This slip-out resistance generating portion 77 has a shape that is inclined upward and downward with respect to the foundation pile 3, and the location where the slip-out resistance generating portion 77 is provided can be seen from FIG. Moreover, it is a part which penetrate | invades into the inside of the ground 2 among the full length of the foundation pile 3. FIG. FIG. 10 is a cross-sectional view taken along line S10-S10 in FIG. As can be seen from FIG. 9 and FIG. 10, the slip-out resistance generating portion 77 of this embodiment includes the first flange portion 11, the web portion 12, and the second flange portion 13 that form the foundation pile 3. The part 12A of the web part 12 is cut and raised while leaving the lower side part of the part 12A, and the part 12A is inclined upward and downward with respect to the foundation pile 3 in a state where the part 12A is inclined upward. Stopped.

  According to this slipping-out resistance generating portion 77, the slipping-out resistance generating portion 77 is inclined upward and downward with respect to the foundation pile 3, so that when the foundation pile 3 enters the ground 2, the slipping resistance is generated. The force generating part 77 does not become a large resistance generating part at the time of this intrusion. On the other hand, for example, when the solar panel SP receives wind pressure from behind, the foundation pile 3 tries to escape from the inside of the ground 2. Sometimes, the slip-out resistance generating part 77 becomes a large resistance-force generating part, so that the base pile 3 can be effectively prevented from slipping out of the ground 2.

  FIG. 11 shows another embodiment of the tip portion of the foundation pile 3 formed in a tapered shape in which the horizontal width dimension gradually decreases downward. The tip portion of the foundation pile 3 of this embodiment includes the first flange portion 11 and the second flange portion among the first flange portion 11, the web portion 12, and the second flange portion 13 that form the foundation pile 3. It is formed by cutting obliquely downward from the flange portion 13 toward the web portion 12. And since the lower end of this cutting does not reach the web portion 12, the tip portion of the foundation pile 3 has the web portion 12 and a part of the first flange portion 11 that is perpendicular to the web portion 12. The connection part 78, the web part 12, and the connection part 79 with a part of the second flange part 13 that is perpendicular to the web part 12 are left. Further, the front end surface of the foundation pile 3 is formed by the entire web portion 12, a portion of the first flange portion 11, and a portion of the second flange portion 13.

  For this reason, also in this embodiment, as in the embodiment of FIG. 9, the work of causing the tip of the foundation pile 3 to enter the inside of the ground 2 by an apparatus such as a pile driving machine is suppressed from being deformed. Can be done.

  Also in the embodiment of FIG. 11, a slip-out resistance generating portion 77 having a shape inclined upward and downward toward the foundation pile 3 is provided. The pull-out resistance generating portion 77 is formed by a plate-shaped pull-out resistance generating member 80 which is a separate member from the foundation pile 3, and the pull-out resistance generating member 80 is formed on the web portion 12 of the foundation pile 3. The base portion 80A is joined by welding or the like, and the inclined portion 80B is inclined upward and downward from the upper end of the base portion 80A with respect to the foundation pile 3.

  Even in the slip-out resistance generating portion 77 according to this embodiment, the slip-out resistance generating portion 77 has a shape that is inclined upwardly and downwardly with respect to the foundation pile 3, so that the embodiment of FIG. Similar effects can be obtained.

  12-15 has shown embodiment of the foundation pile 83 formed with the H-shaped steel. For this reason, the foundation pile 83 includes a first flange portion 91 that is a first side portion in which one of the horizontal direction and the front-rear direction is the width direction, and the first flange portion. 91 is the same as the first flange portion 91 and the web portion 92 which is the second side portion whose one end is connected to the central portion in the width direction at a right angle and the other direction is the width direction. Is in the width direction and is parallel to the first flange portion 91, and the second flange portion 93, which is the third side portion whose central portion in the width direction is connected to the other end portion of the web portion 92 at a right angle. It consists of.

  The tip portion of the foundation pile 83 of the embodiment of FIG. 12 is also formed in a tapered shape in which the horizontal width dimension gradually decreases downward, and this tapered shape is changed from the second flange portion 93 to the first flange portion 91. It is formed by cutting obliquely downward. Since the lower end of this cutting does not reach the first flange portion 91, the first flange portion 91 and the web portion 92 that is perpendicular to the first flange portion 91 are formed on the tip surface of the foundation pile 83. The connection part 94 with a part of is left. Further, the front end surface of the foundation pile 83 is formed by the entire first flange portion 91 and a part of the web portion 92.

  Further, as in the embodiment of FIG. 9, the web portion 92 is provided with a pull-out resistance generating portion 77 by cutting and raising a part 92 </ b> A of the web portion 92.

  The tip portion of the foundation pile 83 of the embodiment of FIG. 13 is also formed in a tapered shape in which the horizontal width dimension gradually decreases downward, and this tapered shape is the same in the first flange portion 91 and the second flange portion 93. It is formed by cutting obliquely downward from one end in the width direction toward the other end. And this cutting | disconnection passes the web part 92 and has reached the middle of the width direction in the 1st flange part 91 and the 2nd flange part 93. FIG.

  For this reason, in this embodiment, the connection part like the connection part 75 of FIG. 9, the connection parts 78 and 79 of FIG. 11, and the connection part 94 of FIG. The front end surface is formed by a part of the first flange part 91 and a part of the second flange part 93.

  According to this embodiment, since the first flange portion 91 and a part of the second flange portion 93 remain on the front end surface of the foundation pile 83 and the web portion 92 does not remain at all, the embodiment shown in FIG. The total area of the front end surface is reduced, and when the tip of the foundation pile 83 is infiltrated into the ground 2 by a device such as a pile driving machine, the resistance force acting on the foundation pile 83 from the soil of the ground 2 is reduced accordingly. As a result, the load for allowing the foundation pile 83 to enter the ground can be further reduced.

  In the embodiment of FIG. 13, the pull-out resistance generating member 80 described with reference to FIG. 11 is provided as a pull-out resistance generating portion 77 on the web portion 92 of the foundation pile 83. 14 is a cross-sectional view taken along line S14-S14 in FIG. As shown in FIG. 14, the slip-out resistance generating member 80 is provided on both the front and back surfaces of the web portion 92.

  Also in the embodiment of FIG. 15, the tip portion of the foundation pile 83 is formed in a tapered shape in which the horizontal width dimension gradually decreases downward, and this tapered shape is changed from the second flange portion 93 to the first flange portion 91. It is formed by cutting diagonally downward toward. This cutting passes through the web portion 92 and reaches the connection portion between the first flange portion 91 and the web portion 92.

  For this reason, also in this embodiment, there is no connection portion on the tip surface of the foundation pile 83 as in the embodiment of FIG. 13, and this tip surface is formed only by the entire first flange portion 91. Yes. According to this embodiment, the same operational effects as in the embodiment of FIG. 13 can be obtained.

  Also in the embodiment of FIG. 15, the pull-out resistance generating member 80 described with reference to FIG. 11 is provided as a pull-out resistance generating portion 77 on the web portion 92 of the foundation pile 83.

  In each of the embodiments described above, the pull-out resistance generating portion 77 provided on the foundation piles 3 and 83 has the aforementioned first side and second sides of the foundation piles 3 and 83 part of the outer contour. It is in the state of being housed inside the space part. That is, as shown in FIGS. 9 to 11, the slip-out resistance generating portion 77 provided in the foundation pile 3 has the outer contour of the first flange portion 11, the web portion 12, and the second flange portion 13 of the foundation pile 3. As shown in FIGS. 12 to 15, the slip-out resistance generating portion 77 housed in the space portion as a part of the first pile 83 is provided in the first pile 83. The portion 91, the web portion 92, and the second flange portion 93 are housed in a space portion having a part of the outer contour.

  For this reason, for example, when the foundation piles 3, 83 are transported from the factory to the installation site of the solar panel gantry or when the foundation piles 3, 83 are handled at the installation site, the pull-out resistance generating unit 77 is the space portion described above. Therefore, it is possible to easily carry and carry the foundation piles 3 and 83 without being affected by the pull-out resistance generating portion 77 or by reducing this influence.

  In each of the above embodiments, the foundation piles 3 and 83 may be provided with a plurality of pull-out resistance generating portions 77 shifted vertically. Further, the place where the slip-out resistance generating portion 77 is provided may be near the tip of the foundation piles 3, 83 as in the respective embodiments, or may be a place away from the tip.

  In addition, a shape maintaining member for maintaining the above-described upwardly diverging shape of the slip-out resistance generating portion 77 is interposed between the slip-out resistance generating portion 77 and the foundation piles 3, 83, etc. When the piles 3 and 83 enter the ground 2, it may be possible to reliably maintain the upward divergent shape.

  The present invention can be used to install a solar panel for photovoltaic power generation on the ground.

DESCRIPTION OF SYMBOLS 1 Ground frame 2 Ground 3 Foundation pile by groove type steel 4 Large drawing member which is ground frame structural member 5 joist member 6 connecting member 60 Enclosing means 61, 62 First member and second member forming enclosing means 72 Bolt 83 H-shaped steel Foundation pile 101, 110 Bolt which is a set screw member 102 Enclosing member 111 Long hole 117 Cane member 117A, 117B First member and second member constituting the cane member SP Solar panel

Claims (11)

A foundation frame that is inclined with respect to the horizontal direction and for placing the solar panel, and a foundation pile that supports the foundation frame at the head and leaves the head on the ground and invades the ground. In the solar panel gantry comprised of,
The front and rear direction of the base frame is inclined with respect to the horizontal direction, the number of the foundation piles in the front and rear direction is one, and the number of the foundation piles in the left and right direction perpendicular to the front and rear direction is plural. Book,
In order to support the foundation frame at the heads of the foundation piles whose length direction is the vertical direction, connecting members are coupled to the heads of the foundation piles. Has a length,
In each of the foundation piles, a surrounding means is arranged surrounding the foundation pile,
A cane member is bridged between each of the surrounding means and a base frame constituting member that constitutes the base frame and has a length extending in the front-rear direction,
The arrangement position of the surrounding means in the foundation pile is adjustable in the length direction of the foundation pile,
Each of the connecting members is formed with a long hole that is long in the up-down direction and a long hole that is long in the front-rear direction. And a bolt for connecting the base frame constituent member to the connecting member is inserted into the elongated hole that is long in the front-rear direction. Solar panel mount. A foundation frame that is inclined with respect to the horizontal direction and for placing the solar panel, and a foundation pile that supports the foundation frame at the head and leaves the head on the ground and invades the ground. In the solar panel gantry comprised of,
The front and rear direction of the base frame is inclined with respect to the horizontal direction, the number of the foundation piles in the front and rear direction is one, and the number of the foundation piles in the left and right direction perpendicular to the front and rear direction is plural. Book,
In order to support the foundation frame at the heads of the foundation piles whose length direction is the vertical direction, connecting members are coupled to the heads of the foundation piles. Has a length,
In each of the foundation piles, a surrounding means is arranged surrounding the foundation pile,
A cane member is bridged between each of the surrounding means and a base frame constituting member that constitutes the base frame and has a length extending in the front-rear direction,
The position of the connecting portion between the surrounding means and the cane member is adjustable in the length direction of the cane member ,
Each of the connecting members is formed with a long hole that is long in the up-down direction and a long hole that is long in the front-rear direction. And a bolt for connecting the base frame constituent member to the connecting member is inserted into the elongated hole that is long in the front-rear direction. Solar panel mount. 3. The solar panel mount according to claim 2, wherein the cane member is provided with a long hole formed long in the length direction of the cane member, and the surrounding means is provided by a bolt inserted into the long hole. And the position of the coupling portion between the surrounding means and the cane member by the long hole formed long in the length direction of the cane member. A solar panel mount that is adjustable in direction. A foundation frame that is inclined with respect to the horizontal direction and for placing the solar panel, and a foundation pile that supports the foundation frame at the head and leaves the head on the ground and invades the ground. In the solar panel gantry comprised of,
The front and rear direction of the base frame is inclined with respect to the horizontal direction, the number of the foundation piles in the front and rear direction is one, and the number of the foundation piles in the left and right direction perpendicular to the front and rear direction is plural. Book,
In order to support the foundation frame at the heads of the foundation piles whose length direction is the vertical direction, connecting members are coupled to the heads of the foundation piles. Has a length,
In each of the foundation piles, a surrounding means is arranged surrounding the foundation pile,
A cane member is bridged between each of the surrounding means and a base frame constituting member that constitutes the base frame and has a length extending in the front-rear direction,
The length of the cane member is adjustable ,
Each of the connecting members is formed with a long hole that is long in the up-down direction and a long hole that is long in the front-rear direction. And a bolt for connecting the base frame constituent member to the connecting member is inserted into the elongated hole that is long in the front-rear direction. Solar panel mount. 5. The solar panel mount according to claim 4 , wherein the cane member includes two members having a length in a length direction of the cane member, and one of the members is the other. On the other hand, the solar panel gantry is characterized in that the length of the wand member can be adjusted by being slidable in the length direction of the wand member. The solar panel mount according to any one of claims 1 to 5, wherein the foundation pile is formed of channel steel, and the connecting member is formed of channel steel fitted to the outside of the head portion of the foundation pile. A solar panel pedestal characterized by being made. The solar panel mount according to any one of claims 1 to 6 , wherein the surrounding means is formed by combining a plurality of members. 8. The solar panel mount according to claim 7, wherein the plurality of members are coupled by a plurality of bolts, and the surrounding means and the staff member are coupled by a bolt different from the plurality of bolts. A solar panel mount. The solar panel mount according to any one of claims 1 to 6 , wherein the surrounding means is bent so that one end of one surrounding member surrounding the foundation pile is the surrounding member. A solar panel mount characterized by being formed by being combined. The solar panel pedestal according to claim 9, wherein one end of the one surrounding member surrounding the foundation pile by being bent is coupled to the surrounding member. A solar panel pedestal characterized in that it is carried out by bolts, and the surrounding means and the cane member are coupled by a bolt different from the one bolt. The solar panel mount according to any one of claims 1 to 10 , wherein the surrounding means is provided with a set screw member whose tip reaches the foundation pile .

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