JP2017143665A - Panel mounting - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a panel mounting capable of shortening a construction period and reducing installation cost.SOLUTION: A panel mounting comprises: a frame 2 extending from an upper side to a lower side while being installed on an inclined plane; and a support post part 3 which is fixed to the frame 2 and displaced integrally with the frame 2, the support post part 3 being displaceable relatively to the inclined plane. Thus, the frame 2 can be moved along the inclined plane while bringing a lower end side of the support post part 3 into direct or indirect slide-contact with the inclined plane. Therefore, the panel mounting can be installed without providing a scaffolding over all the inclined plane, such that an installation construction period can be shortened and installation cost can be reduced as a result.SELECTED DRAWING: Figure 1

Description

  The present invention relates to a panel mount for installing a plate-like panel material on an inclined surface.

For example, the invention described in Patent Document 1 is an invention aimed at preventing damage to the installed panel gantry 1 due to uneven grounding of the ground, and adopts the following configuration.
That is, as shown in FIG. 1 of Patent Document 1, the panel mount 1 is supported by the short columns 3 and the long columns 5. And the lower end side of the short pillar 3 and the long pillar 5 is being fixed to the said ground so that it may not move with respect to a substantially horizontal ground. The panel mount 1 is connected to the upper ends of the short columns 3 and the long columns 5 so as to be displaceable.

JP2012-69929A

  By the way, in order to install the panel mount on the inclined surface, it is usually necessary to provide a working scaffold on the entire inclined surface before starting the installation work of the panel mount. Furthermore, it is necessary to install a concrete foundation for fixing a column for supporting the panel mount on the inclined surface. For this reason, with this installation method, it is difficult to shorten the installation period and reduce the installation cost.

  An object of this invention is to provide the panel mount which can aim at shortening of an installation construction period and reduction of installation cost in view of the said point.

  In the present application, the frame (2) to which the panel material (1A) is assembled, the frame (2) extending from the upper side to the lower side while being installed on the inclined surface, and the frame (2) fixed to the frame (2) (2) It is a support | pillar part (3) displaced integrally, Comprising: The support | pillar part (3) displaceable with respect to an inclined surface is provided.

  Thereby, in this application, a flame | frame (2) can be moved along the said inclined surface, making the lower end side of a support | pillar part (3) slide-contact directly or indirectly to an inclined surface. Therefore, it is possible to install the panel mount without providing a working scaffold on the entire inclined surface. As a result, it is possible to shorten the installation period and reduce the installation cost.

  Incidentally, the reference numerals in the above parentheses are examples showing the correspondence with the specific configurations described in the embodiments described later, and the present invention is limited to the specific configurations indicated by the reference numerals in the parentheses. It is not something.

It is a figure which shows the outline | summary of the panel mount frame 1 which concerns on embodiment of this invention. It is A arrow directional view of FIG. It is a figure which shows the outline | summary of the flame | frame 2 which concerns on embodiment of this invention. It is a figure which shows the outline | summary of the fixed pillar 4 which concerns on embodiment of this invention. It is an enlarged view of the variable mechanism 7 which concerns on embodiment of this invention. A is a front view of the column part 3. B is a right side view of FIG. 6A. C is a top view of the column portion 3. It is a figure which shows the outline | summary of the brace 8 which concerns on embodiment of this invention. It is explanatory drawing of the panel mount installation method which concerns on embodiment of this invention. It is a figure which shows the state which installed the panel mount which concerns on embodiment on the horizontal surface.

  The “embodiment of the invention” described below shows an example of an embodiment belonging to the technical scope of the present invention. In other words, the invention specific items described in the claims are not limited to the specific configurations and structures shown in the following embodiments.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings. In addition, the arrow etc. which show the direction attached | subjected to each figure are described in order to make it easy to understand the relationship between each figure. The present invention is not limited to the directions given in the drawings.

At least one member or part described with at least a reference numeral is provided, except where “plurality”, “two or more”, and the like are omitted.
(First embodiment)
In the present embodiment, as shown in FIG. 1, the present invention is applied to a panel mount 1 for installing a solar cell panel 1A. That is, the solar cell panel 1A is an example of a plate-like panel member according to the present invention.

1. The structure of the panel gantry The panel gantry 1 according to the present embodiment includes at least a frame 2, a support column 3 (see FIG. 2), a fixed column 4, and the like. The solar cell panel 1A is assembled to the frame 2. The frame 2 is a skeleton material that extends from the upper side to the lower side along the inclined surface in a state where the panel mount 1 is installed on the inclined surface.

1.1 Details of Frame As shown in FIG. 3, the frame 2 according to the present embodiment includes a plurality of beam-like members 2A, a plurality of connecting members 2B, 2C, and the like. Each beam-like member 2 </ b> A has a longitudinal direction that matches the extending direction of the frame 2.

  That is, the plurality of beam-like members 2 </ b> A are members that extend from the upper side to the lower side along the inclined surface at one end side and the other end side in the width direction of the frame 2. The width direction is a direction orthogonal to the extending direction of the frame 2 and intersects the normal direction of the inclined surface.

  As shown in FIG. 4, each beam-shaped member 2A according to the present embodiment includes a pair of groove steels such as lip groove steel (C-shaped steel), and the two lip groove steels are mutually connected. It is connected and fixed. In the present embodiment, two lip groove steels are connected and fixed by a mechanical fastener (not shown) such as a bolt.

  As shown in FIG. 3, the plurality of connecting members 2B are members that connect the beam-like member 2A on one end in the width direction and the beam-like member 2A on the other end in the width direction. It is a bracing member (cross member shape) extending in a direction inclined with respect to the longitudinal direction.

  The plurality of connecting members 2C are members that connect the beam-like member 2A on one end side in the width direction and the beam-like member 2A on the other end side in the width direction, and are formed so as to pass between the beam-like members 2A. The member extends in a direction perpendicular to the longitudinal direction of the member 2A.

  The connecting materials 2B and 2C according to the present embodiment are made of a shape steel such as an angle steel. The connecting members 2B and 2C and each beam-like member 2A are connected and fixed by mechanical fasteners (not shown) such as bolts, but may be connected and fixed by welding or the like.

1.2 Details of Fixed Column The fixed column 4 is a column member provided on one end side in the extending direction of the frame 2 as shown in FIG. The upper end side of the fixed pillar 4 is assembled to the frame 2, and the lower end side is fixed to the ground side.

  That is, the beam-like member 2A on one end in the width direction and the beam-like member 2A on the other end in the width direction extend in the vertical direction along the inclined surface. As shown in FIG. 4, the fixed columns 4 are provided on one end side and the other end side in the width direction of the frame 2.

  The upper end side of each fixed column 4 is assembled and fixed to the upper end side in the extending direction of each beam-like member 2A, that is, the upper end side in the extending direction of the frame 2 by a mechanical fastener such as a bolt. As shown in FIG. 1, a variable mechanism 7 is provided in a fixed portion 6 that assembles and fixes the frame 2 and each fixed column 4.

  The variable mechanism 7 is a mechanism that can change the angle θ formed between the frame 2 and the fixed column 4. As shown in FIG. 5, the variable mechanism 7 includes one shaft bolt 7A and at least one (two in the present embodiment) fixing bolt 7B.

  The shaft bolt 7 </ b> A passes through the circular holes 7 </ b> C provided in each beam-like member 2 </ b> A and each fixed column 4. The pair of fixing bolts 7B penetrates through the round holes 7D provided in each fixing column 4 and the long holes 7E provided in each beam-like member 2A.

  Specifically, as shown in FIG. 4, a plate-shaped fixing plate 6 </ b> A is provided at the upper end of each fixing column 4. The two lip groove steels constituting each beam-like member 2A are arranged so as to sandwich the fixing plate 6A from the horizontal direction. The round hole 7D is provided in the fixed plate 6A. The long hole 7E is provided in the H dimension portion (see JIS G 3350, etc.) of each lip channel steel.

  When a nut (not shown) is fastened to the shaft bolt 7A and the pair of fixing bolts 7B and a fastening force is generated in these bolts 7A, 7B, the contact between the fixing plate 6A and the two lip groove steels. The frame 2 is fixed to the fixed column 4 so as not to swing by the frictional force generated at the portion.

  As shown in FIG. 5, each long hole 7 </ b> E is curved in an arc shape with the long diameter direction centering on the round hole 7 </ b> C. For this reason, in a state where the fastening force of the pair of fixing bolts 7B is small, the frame 2 can be swung and displaced in the major axis direction of each elongated hole 7E around the shaft bolt 7A. In the present embodiment, it is possible to swing and displace 10 degrees up and down with respect to the state shown in FIG.

  As shown in FIG. 1, a concrete base 5 is provided on the lower end side of the fixed column 4. The foundation 5 is fixed to the ground via a pile (not shown) or the like. And the lower end of the fixed pillar 4 is being fixed to the foundation 5 via the foundation bolt, the anchor bolt, etc. (not shown) embed | buried under the foundation 5. FIG.

  The plurality of reinforcing columns 4 </ b> A and 4 </ b> B (see FIG. 4) are members facing the bending moment acting on the fixed column 4. Each reinforcing column 4A, 4B has an upper end fixed to the upper end of the fixed column 4 and a lower end fixed to the foundation 5 via foundation plates 5A, 5B (see FIG. 4). The foundation plates 5A and 5B are fixed to the foundation 5 via foundation bolts (not shown) embedded in the foundation 5.

1.3 Details of Supporting Column The supporting column 3 extends from the fixed column 4 and is fixed to the frame 2 at the other end in the direction. That is, as shown in FIG. 1, the frame 2 extends in the vertical direction along the inclined surface. The fixed column 4 is located on the upper end side of the frame 2. The column portion 3 is positioned below the fixed column 4 and supports the lower end side of the frame 2.

  The column portion 3 is fixed to the frame 2. For this reason, when installing the panel mount 1 on an inclined surface, the support | pillar part 3 is displaced with respect to an inclined surface integrally with the flame | frame 2, so that it may mention later. That is, the fixed column 4 is a fixed column fixed to the ground, whereas the column unit 3 is a column that is integrated with the frame 2 and can be displaced together with the frame 2.

  The support | pillar part 3 which concerns on this embodiment is a truss structure comprised by multiple (5 in this embodiment) columnar material 3A-3E as FIG. 6A-FIG. 6C show. The columnar members 3A to 3E and the frame 2 are connected and fixed by mechanical fasteners (not shown) such as bolts, but may be connected and fixed by welding or the like. Note that the columnar members 3A to 3E are shaped steels such as angle steels.

  A sliding portion 3F is provided on the lower end side of the column portion 3 (see FIG. 6A). The sliding part 3F is a part that can be in sliding contact with the inclined surface directly or indirectly during the installation work of the panel mount 1. The sliding portion 3F is curved in a curved shape at least at one end in the sliding direction (see FIG. 6B).

  That is, the “sliding direction” is a direction parallel to the extending direction of the frame 2. And the sliding part 3F which concerns on this embodiment is a bowl-shaped site | part extended in the width direction (refer FIG. 6A), and the shape projected on the virtual surface orthogonal to the width direction is semicircle shape (refer FIG. 6B). It has become.

  That is, the sliding part 3F according to the present embodiment has a shape in which both ends in the sliding direction are curved in a quarter arc shape. A reinforcing plate 3G is provided in the bowl-shaped sliding portion 3F. The reinforcing plate 3G prevents the sliding portion 3F from being deformed so as to be crushed by a load acting on the column portion 3.

  Note that “the sliding portion 3F is in sliding contact with the inclined surface indirectly” means that the sliding portion 3F slides and displaces while contacting a rail, a strip, or the like laid on the inclined surface. “The sliding portion 3F is in direct sliding contact with the inclined surface” means that the sliding portion 3F is slidingly displaced while being in contact with the inclined surface without a rail or the like.

1.4 Details of Braces The panel mount 1 includes at least one brace 8 as shown in FIG. The brace 8 is a member that exerts tension that pulls the frame 2 toward the inclined surface. In the present embodiment, two braces 8 are provided, and each brace 8 applies the tension to the beam-like member 2A on the one end side in the width direction and the beam-like member 2A on the other end side.

  One end of each brace 8 extends from the fixed column 4 and is connected to the frame 2 at the other end in the direction, and the other end is connected to the ground side. That is, in this embodiment, one end side of each brace 8 is connected to the support column 3 side, and the other end side of each brace 8 is connected to the ground side on the fixed column 4 side.

  Specifically, as shown in FIG. 7, each brace 8 includes a first round steel brace 8A, a second round steel brace 8B, a turnbuckle 8C, and the like. One end side of each first round steel brace 8A is coupled to the frame 2 via a coupling plate 8C.

  One end side of each second round steel brace 8B is connected to the foundation 5 via a foundation plate 5A. A male screw portion is formed on the other end side of each first round steel brace 8A and each second round steel brace 8B.

  The turnbuckle 8C is an annular member having a male screw portion of each first round steel brace 8A and a female screw portion that is screwed to the male screw portion of each second round steel brace 8B. And an operator adjusts the tension | tensile_strength which generate | occur | produces in the brace 8 by rotating turnbuckle 8C and adjusting the screwing length of an internal thread part and each external thread part.

1.5 Details of Auxiliary Supporting Columns As shown in FIG. 2, at least one auxiliary supporting column 9 is provided at a position shifted in the width direction with respect to the supporting column 3. In the present embodiment, auxiliary struts 9 are provided on both sides in the width direction across the sliding part 3F.

  Each auxiliary column 9 is a column that extends from the frame 2 toward the inclined surface and can contact the inclined surface, and can receive a load acting on the frame 2. Each auxiliary column 9 has a configuration that can be expanded and contracted.

  That is, each auxiliary column 9 has a first auxiliary column 9A, a second auxiliary column 9B, a screw type adjustment foot 9C, and the like. Each first auxiliary column 9A is a pillar material extending from the frame 2 toward the inclined surface. Each of the first auxiliary struts 9A is fixed to the frame 2 by mechanical fasteners such as bolts or welding.

  Each second auxiliary column 9B is a column fixed to each first auxiliary column 9A with a plurality of (two in this embodiment) bolts 9H. At least one of the first auxiliary struts 9A and the second auxiliary struts 9B is provided with more bolt holes than the number of the fixing bolts 9H.

  And the operator can change the length of each auxiliary support | pillar part 9 by selecting suitably the bolt hole which inserts the volt | bolt 9H for fixation. The auxiliary column 9 on the right side of the drawing shows a contracted state, and the auxiliary column 9 on the left side of the drawing shows an extended state.

  Each adjustment foot 9C has a bolt-shaped adjustment portion 9D and a flange portion 9E having a larger outer dimension than the adjustment portion 9D. A nut 9F that can be screw-coupled to each adjustment portion 9D is welded to the lower end of each second auxiliary column portion 9B.

  Therefore, the operator can finely adjust the protruding dimension of each adjustment foot 9C with respect to each second auxiliary strut portion 9B by adjusting the screwing length of each adjustment portion 9D with respect to each nut 9F. Each nut 9G is a locking nut for each adjustment foot 9C (adjustment portion 9D).

2. Panel Mounting Method The panel mounting 1 according to this embodiment is installed, for example, according to the following process order.
(1) Enforcement process of foundation 5 (2) Process of fixing fixed pillar 4 and foundation plates 5A, 5B, etc. to foundation 5 (3) Sliding part 3F provided on the lower end side of support part 3 is directly on the inclined surface Alternatively, the step of moving the frame 2 along the inclined surface while making sliding contact indirectly (see FIG. 8).
(4) The process of fixing the frame 2 to the fixed column 4 (5) The process of adjusting the length of the auxiliary support 9 to stabilize the frame 2 by grounding each adjustment foot 9C on the inclined surface (6) Each brace In the step of adjusting the tension actually generated in step 8 to a predetermined range of tension (hereinafter referred to as installation tension) (3) in the step of slidingly displacing the column 3, each beam-like member 2A is adjusted. It is desirable to lower the frame 2 to the inclined surface in a state where the fixing plate 6A is sandwiched between the two lip groove steels constituting the structure. This is because the frame 2 can be lowered while guiding the displacement of the frame 2 by the fixing plate 6A.

  In the step (4), it is desirable to fasten the frame 2 to the fixed column 4 by tightening the shaft bolt 7A and the fixed bolt 7B so that the frame 2 is not greatly displaced with respect to the fixed column 4.

  And after the process of (5) and (6) is complete | finished, it is desirable to clamp | tighten the axial bolt 7A and the fixing bolt 7B with a specified torque, and to fix the flame | frame 2 to the fixed pillar 4 firmly. The reason is that when the tension generated in the brace 8 is adjusted, the posture of the frame 2 changes accordingly.

  Incidentally, when the tension of the brace 8 is increased to the installation tension while the frame 2 is firmly fixed to the fixed column 4, a state in which an excessive bending moment (bending stress) is generated in the frame 2 continues. There is a risk of fatigue failure of the frame 2 at an early stage.

  The length of each auxiliary column 9 is preferably finely adjusted again after adjusting the tension of the brace 8 to the installation tension. The reason is that when the tension of the brace 8 is increased to the installation tension, the posture of the frame 2 may change.

  The tension adjustment of the brace 8 is, for example, indirectly generated in the brace 8 via (a) a method of directly managing and adjusting the tension generated in the brace 8, and (b) torque when tightening the turnbuckle 8C. The specific method such as a method for managing the tension is not required.

  The timing of assembling the brace 8 to the frame 2 may be any timing before the frame 2 is moved along the inclined surface and when the movement of the frame 2 is completed, that is, when the tension of the brace 8 is adjusted. .

  Whether or not to remove the rail or the like after the installation is finished when the lower end of the support column 3, that is, the sliding portion 3F is slid and displaced indirectly with respect to the inclined surface using a rail or the like. Is unquestionable.

3. Features of the panel mount according to the present embodiment In the present embodiment, when the panel mount 1 is installed, the frame 2 is moved along the inclined surface while sliding the lower end side of the column 3 directly or indirectly to the inclined surface. Move. Therefore, it is possible to install the panel mount 1 without providing a working scaffold on the entire inclined surface. As a result, it is possible to shorten the installation period and reduce the installation cost.

  In the present embodiment, the other end of the frame 2 in the direction extending from the fixed column 4 is drawn to the ground side by the brace 8. For this reason, even if it does not fix the lower end of the support | pillar part 3 to the earth with concrete, a pile, etc., it can suppress that the said support | pillar part 3 moves by receiving wind pressure, such as a wind.

  Furthermore, by adjusting the tension generated in the brace 8, the column 3 can be easily immobilized without fixing the lower end of the column 3 to the ground with concrete or piles. It is possible to shorten the construction period and reduce the installation cost.

  In the present embodiment, the auxiliary support column 9 is provided at a position shifted in the width direction with respect to the support column 3. Thereby, the support | pillar part 3 side can be stabilized among the panel mounts 1 (frame 2).

(Other embodiments)
In the above-described embodiment, the beam-shaped member 2A is configured by connecting and fixing two lip groove steels by a mechanical fastener (not shown) such as a bolt. However, the present invention is not limited to this. For example, a beam-like member 2A in which two lip groove steels are connected and fixed by welding, or a beam-like member 2A composed of one member is adopted. May be.

  In the above-described embodiment, the curved sliding portion 3 </ b> F is provided at the lower end of the supporting column 3 in order to facilitate the sliding displacement of the supporting column 3. However, the present invention is not limited to this. For example, when the inclined surface is relatively hard and slippery, the sliding portion 3F may be eliminated.

  The sliding portion 3F according to the above-described embodiment is configured in a bowl shape, and both sides in the sliding direction are curved. However, the present invention is not limited to this, and may be, for example, a sliding portion 3F having a curved surface only on the lower side in the sliding direction, or a sliding portion 3F configured in a spherical shape.

  In the above-described embodiment, even after the installation of the panel mount 1 is completed, the support column 3 is merely placed on the inclined surface. However, this invention is not limited to this, For example, after the installation of the panel mount 1 is completed, you may fix the support | pillar part 3 to an inclined surface with concrete etc.

  In the above-described embodiment, the fixed column 4 is provided on the upper end side in the extending direction of the installed frame 2. However, this invention is not limited to this, For example, the fixed pillar 4 may be provided in the extending direction lower end side of the flame | frame 2 installed.

In the above-described embodiment, the variable mechanism 7 is provided on the fixed column 4. However, the present invention is not limited to this, and for example, the variable mechanism 7 may be eliminated.
In the variable mechanism 7 according to the above-described embodiment, the fixing bolt 7B penetrates the round hole 7D provided in each fixing column 4 and the long hole 7E provided in each beam-like member 2A. However, the present invention is not limited to this.

  That is, it is sufficient if the pair of fixing bolts 7B penetrates the round holes 7D provided in one of the beam-like members 2A and the fixing columns 4 and the long holes 7E provided in the other. . Specifically, the configuration may be such that the fixing bolt 7B passes through the long hole provided in each fixing column 4 and the round hole provided in each beam-like member 2A.

  In the above-described embodiment, the support column 3 side is drawn to the ground side by the brace 8. However, the present invention is not limited to this. For example, after the brace 8 is abolished and the frame 2 is firmly fixed to the fixed column 4, at least one of the support column 3 and the auxiliary support column 9 is made of concrete. It may be fixed to the ground with a pile or pile.

  The ground side of the brace 8 according to the above-described embodiment was fixed to the fixed column 4 side (foundation 5). However, the present invention is not limited to this. For example, the ground side of the brace 8 may be fixed to the ground on the support column 3 side (lower end side) from the fixed column 4.

  In the above-described embodiment, the auxiliary support column 9 is provided at a position shifted in the width direction with respect to the support column 3. However, the present invention is not limited to this. For example, (a) a configuration in which the auxiliary support column 9 is provided at a position shifted in the extending direction of the frame 2 with respect to the support column 3 or on the lower end side of the frame 2. (B) The structure which abolished the auxiliary | assistant support | pillar part 9, or the structure which made the auxiliary | assistant support | pillar part 9 three or more may be sufficient.

  The auxiliary support column 9 according to the above-described embodiment was telescopic. However, the present invention is not limited to this, and for example, the auxiliary support column 9 can be assembled to the frame 2 and the length of the auxiliary support column 9 is appropriately selected according to the installation site. May be.

  In the above-described embodiment, the embodiment of the present invention has been described using the “solar cell panel” as an example of a plate-like panel member. However, the panel member according to the present invention is not limited to the “solar cell panel”, and may be, for example, an “advertisement panel”.

Further, the present invention is not limited to the above-described embodiment as long as it meets the gist of the invention described in the claims.
The panel gantry 1 according to the present invention is particularly suitable when applied to the panel gantry 1 installed on an inclined surface as shown in the above-described embodiment, but is installed on a substantially horizontal plane as shown in FIG. It is also possible to do.

  That is, as shown in FIG. 9, since the frame 2 is pulled to the ground side by the brace 8, at least one end in the longitudinal direction of the frame 2 without fixing both sides in the longitudinal direction of the frame 2 to the ground by the fixing columns 4. It is enough to fix the side to the ground.

DESCRIPTION OF SYMBOLS 1A ... Solar cell panel 1 ... Panel mount 2 ... Frame 3 ... Post part 4 ... Fixed pillar 5 ... Basic

Claims (11)

In a panel mount for installing a plate-like panel material on an inclined surface,
A frame in which the panel material is assembled, and a frame extending from the upper side to the lower side while being installed on the inclined surface;
A panel base comprising: a support column fixed to the frame and displaced integrally with the frame, the column support being displaceable with respect to the inclined surface.   The panel mount according to claim 1, wherein a sliding portion capable of sliding contact with the inclined surface directly or indirectly is provided on a lower end side of the support column. When the direction parallel to the extending direction of the frame is the sliding direction,
The panel mount according to claim 2, wherein at least one end side in the sliding direction of the sliding portion is curved in a curved shape. A fixed column provided on one end side in the extending direction of the frame, the upper end side is assembled to the frame, the lower end side is provided with a fixed column fixed to the ground side,
4. The panel mount according to claim 1, wherein the support column is provided on the other end side in the extending direction from the fixed column. 5.   5. The panel according to claim 4, wherein the fixing portion for assembling and fixing the frame and the fixed column is provided with a variable mechanism that can change an angle formed by the frame and the fixed column. Mount. The variable mechanism is
A shaft bolt that penetrates a round hole provided in the frame and the fixing column, a fixing bolt that penetrates a round hole provided in one of the frame and the fixing column, and a long hole provided in the other The panel mount according to claim 5, comprising: It has a brace that exerts tension to draw the frame toward the inclined surface,
7. The brace according to claim 4, wherein one end side of the brace is connected to the frame at the other end side in the extending direction from the fixed column, and the other end side is connected to the ground side. Panel mount.   The panel mount according to claim 7, wherein the other end side of the brace is connected to the ground side on the fixed column side.   The panel frame according to any one of claims 4 to 8, wherein one end in the extending direction of the frame is positioned above the other end in the extending direction. When the width direction is a direction orthogonal to the extending direction of the frame and intersecting the normal direction of the inclined surface,
The auxiliary column part which extends toward the inclined surface from the frame and can contact the inclined surface is provided at a portion shifted in the width direction with respect to the supporting column part. The panel mount according to any one of the above. In the panel mount installation method of installing the panel mount on an inclined surface,
The panel mount is
A frame in which the panel material is assembled, and a frame extending from the upper side to the lower side while being installed on the inclined surface;
A fixed pillar provided on one end side in the extending direction of the frame, the upper end side being fixed to the frame, and the lower end side being fixed to the ground side;
A column portion fixed to the frame and displaced integrally with the frame, the column portion provided on the other end side in the extending direction from the fixed column;
A brace that exerts a tension that draws the frame toward the inclined surface, and has one end connected to the frame at the other end in the extending direction from the fixed column;
A moving step of moving the frame along the inclined surface while directly or indirectly slidingly contacting the sliding portion provided on the lower end side of the support column with the inclined surface;
A fixing step of fixing the frame to the fixed post after the moving step;
An adjustment step of adjusting a tension actually generated in the brace to a predetermined range of tension after the fixing step is completed.

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