JP2016105680A - Stand for photovoltaic power generation panel - Google Patents

Stand for photovoltaic power generation panel Download PDF

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JP2016105680A
JP2016105680A JP2015097205A JP2015097205A JP2016105680A JP 2016105680 A JP2016105680 A JP 2016105680A JP 2015097205 A JP2015097205 A JP 2015097205A JP 2015097205 A JP2015097205 A JP 2015097205A JP 2016105680 A JP2016105680 A JP 2016105680A
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column
pillar
bolt
foundation
power generation
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JP6146880B2 (en
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紹元 蕗
Shaoyuan Lu
紹元 蕗
辰陽 蕗
Chenyang Lu
辰陽 蕗
梅月 ▲ろ▼
梅月 ▲ろ▼
Meiyue Lu
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Solar Resource Japan Co Ltd
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Solar Resource Japan Co Ltd
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Priority claimed from CN201420336873.5U external-priority patent/CN204084919U/en
Priority claimed from CN201420336598.7U external-priority patent/CN204190675U/en
Priority claimed from CN201420335264.8U external-priority patent/CN204141873U/en
Application filed by Solar Resource Japan Co Ltd filed Critical Solar Resource Japan Co Ltd
Publication of JP2016105680A publication Critical patent/JP2016105680A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

PROBLEM TO BE SOLVED: To provide a stand for a photovoltaic power generation panel which can be easily installed even if the ground surface has unevenness and on which a worker can work even if he does not climb on a vertical beam or a transverse beam.SOLUTION: Disclosed is a stand for a photovoltaic power generation panel which includes: a plurality of foundations 11, 12 installed on the ground surface; a front upright column 13 erected on the foundation 11; a back upright column 14 which is erected on the foundation 12 and whose height is higher than that of the front upright column 13; a plurality of vertical beams 15 which connect the upper ends of the front upright columns 13 and the upper ends of the back upright columns 14; a plurality of transverse beams 16 which are provided on the vertical beams 15 and arranged in a right angle direction with respect to the vertical beams 15; and an oblique support 17 which is arranged in the inclined direction with respect to the vertical beam 15 and connects the vertical beams 15 and the foundation 12. The front upright column 13, the back upright column 14 and the oblique support 17 are made to be freely expanded and contracted, and a lock member is provided which locks expansion and contraction at an arbitrary position when the front upright column 13, the back upright column 14, and the oblique support 17 are made to be expanded and contracted.SELECTED DRAWING: Figure 10

Description

本発明は、太陽光発電パネルが設置される架台に関する。   The present invention relates to a mount on which a photovoltaic power generation panel is installed.

従来の太陽光発電パネル用架台は、地面に設置された複数の基礎と、基礎の上に立設された前立柱と、基礎の上に立設され前立柱よりも高さが高い後立柱とを有する。また、前立柱の上端部と後立柱の上端部とは複数の縦梁で連結され、これら縦梁の上に縦梁に対して直角方向に複数の横梁が配置されている。さらに、架台強度を増すために、縦梁に対して斜め方向に配置され縦梁と基礎とを連結する斜め支柱が設けられている(例えば、特許文献1参照)。   A conventional photovoltaic panel pedestal includes a plurality of foundations installed on the ground, a standing pillar standing on the foundation, and a standing pillar standing on the foundation and having a height higher than that of the standing pillar. Have Further, the upper end portion of the upright column and the upper end portion of the upright column are connected by a plurality of vertical beams, and a plurality of horizontal beams are arranged on these vertical beams in a direction perpendicular to the vertical beams. Furthermore, in order to increase the strength of the gantry, an oblique column is provided that is disposed in an oblique direction with respect to the longitudinal beam and connects the longitudinal beam and the foundation (for example, see Patent Document 1).

特開2014−163140号公報JP 2014-163140 A

しかしながら、上記従来技術では、基礎を設置するために地面を平らに整地しなければならず、手間が掛かってコストアップの要因となっていた。   However, in the above prior art, the ground must be leveled in order to install the foundation, which takes time and increases costs.

また、従来の技術では、太陽光発電パネルを架台に取り付ける際に、作業員が縦梁や横梁の上に上って作業しなければならず、この場合も手間が掛かるという問題がある。   Further, in the conventional technique, when attaching the photovoltaic power generation panel to the gantry, there is a problem that an operator has to work on the vertical beam or the horizontal beam, which also takes time.

本発明の課題は、地面が凸凹であっても容易に設置でき、且つ作業員が縦梁や横梁の上に上らなくとも作業ができる太陽光発電パネル用架台を提供することにある。   An object of the present invention is to provide a photovoltaic power generation panel gantry that can be easily installed even if the ground is uneven, and that allows an operator to work without climbing on vertical beams or horizontal beams.

上記課題を解決するために、本発明は、地面に設置された複数の基礎と、該基礎の上に立設された前立柱と、前記基礎の上に立設され前記前立柱よりも高さが高い後立柱と、前記前立柱の上端部と前記後立柱の上端部とを連結する複数の縦梁と、前記縦梁の上に設けられ該縦梁に対して直角方向に配置された複数の横梁と、前記縦梁に対して斜め方向に配置され該縦梁と前記基礎とを連結する斜め支柱とを備えた太陽光発電パネル用架台であって、前記前立柱、前記後立柱、及び前記斜め支柱を伸縮自在とし、且つ前記前立柱、前記後立柱、及び前記斜め支柱を伸縮させたときの任意の位置で伸縮をロックさせるロック部材を設けたことを特徴とする。   In order to solve the above-described problems, the present invention provides a plurality of foundations installed on the ground, a standing pillar standing on the foundation, and a height standing on the foundation and higher than the standing pillar. A high standing column, a plurality of vertical beams connecting the upper end of the standing column and the upper end of the standing column, and a plurality of beams arranged on the vertical beam and arranged in a direction perpendicular to the vertical beam Of the horizontal beam, and an oblique column that is disposed obliquely with respect to the vertical beam and connects the vertical beam and the foundation, the front column, the vertical column, and The slant strut is extendable and includes a locking member that locks expansion and contraction at an arbitrary position when the front pillar, the rear pillar, and the slant strut are stretched.

本発明によれば、前立柱、後立柱、及び斜め支柱を伸縮自在とし、且つ前立柱、後立柱、及び斜め支柱を伸縮させたときの任意の位置で伸縮をロックさせるロック部材を設けたので、地面が凸凹であっても太陽光発電パネル用架台を容易に設置することができる。   According to the present invention, since the upright column, the upright column, and the oblique column can be extended and contracted, and the lock member that locks the expansion and contraction at an arbitrary position when the upright column, the upright column, and the inclined column are expanded and contracted is provided. Even if the ground is uneven, the photovoltaic power generation panel mount can be easily installed.

また、ロック部材等の操作を縦梁や横梁の下側で行うことができ、作業員が縦梁や横梁の上に上る必要がなくなる。   Further, the operation of the lock member or the like can be performed on the lower side of the vertical beam or the horizontal beam, and it is not necessary for the worker to climb on the vertical beam or the horizontal beam.

本発明の実施例1に係る太陽光発電パネル用架台の全体構成図である。It is a whole block diagram of the stand for photovoltaic power generation panels which concerns on Example 1 of this invention. 図1に示した太陽光発電パネル用架台の一部を示した図である。FIG. 2 is a view showing a part of the photovoltaic power generation panel mount shown in FIG. 1. 図2のA部の拡大図である。It is an enlarged view of the A section of FIG. 取付部材の斜視図である。It is a perspective view of an attachment member. 固定部材の主要部の斜視図である。It is a perspective view of the principal part of a fixing member. 固定部材の付属部の斜視図である。It is a perspective view of the attachment part of a fixing member. 付属部を主要部に取り付けたときの水平断面図である。It is a horizontal sectional view when an attachment part is attached to a main part. 斜め支柱を回動自在に支持する付属部の構成を説明した図である。It is the figure explaining the structure of the attachment part which supports a diagonal support | pillar rotatably. 前立柱、後立柱、及び斜め支柱の詳細構成を示した図である。It is the figure which showed the detailed structure of the standing pillar, the standing pillar, and the diagonal support | pillar. 後立柱及び斜め支柱の高さは変えずに、前立柱の高さだけを高くした場合の図である。It is a figure at the time of making only the height of a standing pillar high, without changing the height of a standing pillar and a diagonal pillar. 前立柱の高さは変えずに、後立柱及び斜め支柱の高さを高くした場合の図である。It is a figure at the time of raising the height of a rear pillar and a diagonal support | pillar, without changing the height of a front pillar. 実施例2による太陽光発電パネル用架台の一部を示した図である。FIG. 5 is a view showing a part of a photovoltaic power generation panel gantry according to Example 2; 図12のB部の拡大図である。It is an enlarged view of the B section of FIG. 後立柱及び第1の斜め支柱の高さは変えずに、第2の斜め支柱及び前立柱の高さを高くした場合の図である。It is a figure at the time of making the height of a 2nd diagonal support | pillar and a standing pillar high, without changing the height of a standing pillar and a 1st diagonal support | pillar. 前立柱及び第2の斜め支柱の高さは変えずに、第1の斜め支柱及び後立柱の高さを高くした場合の図である。It is a figure at the time of making the height of a 1st diagonal support | pillar and a standing pillar high, without changing the height of a front support pillar and a 2nd diagonal support | pillar. 実施例3による太陽光発電パネル用架台の斜視図である。6 is a perspective view of a photovoltaic power generation panel gantry according to Example 3. FIG. 太陽光発電パネルを挟持部材を用いて横梁に固定する様子を示した図である。It is the figure which showed a mode that a photovoltaic power generation panel was fixed to a cross beam using a clamping member. 挟持部材が太陽光発電パネルの支持部材を挟持する様子を示した斜視図である。It is the perspective view which showed a mode that the clamping member clamped the support member of a photovoltaic power generation panel. 挟持部材の断面図である。It is sectional drawing of a clamping member. 挟持部材の拡大斜視図である。It is an expansion perspective view of a clamping member.

以下、本発明の実施例を図面に従って説明する。   Embodiments of the present invention will be described below with reference to the drawings.

《実施例1》
図1は、本発明の実施例1に係る太陽光発電パネル用架台の全体構成を示している。この太陽光発電パネル用架台10は、地面に設置された基礎11,12と、基礎11の上に立設された前立柱13と、基礎12の上に立設され前立柱13よりも高さが高い後立柱14と、前立柱13の上端部と後立柱14の上端部とを連結する複数の縦梁15と、縦梁15の上に設けられ縦梁15に対して直角方向に配置された複数の横梁16と、縦梁15に対して斜め方向に配置され縦梁15と基礎11とを連結する斜め支柱17とを備えている。また、隣接する2つの後立柱14は、筋交い18’で互いに連結されている。
Example 1
FIG. 1 shows the overall configuration of a photovoltaic power generation panel mount according to Embodiment 1 of the present invention. The photovoltaic power generation panel mount 10 includes foundations 11 and 12 installed on the ground, a standing pillar 13 standing on the foundation 11, and a height higher than the standing pillar 13 standing on the foundation 12. The upright column 14 having a high height, a plurality of vertical beams 15 connecting the upper end of the upright column 13 and the upper end of the vertical column 14, and the vertical beam 15 provided on the vertical beam 15 and arranged in a direction perpendicular to the vertical beam 15. A plurality of transverse beams 16 and oblique columns 17 arranged in an oblique direction with respect to the longitudinal beams 15 and connecting the longitudinal beams 15 and the foundation 11 are provided. Further, the two adjacent vertical pillars 14 are connected to each other by a brace 18 '.

そして、図示していない太陽光発電パネルが、複数の横梁16の上に配置され、当該複数の横梁16に取り付けられ固定される。   And the photovoltaic power generation panel which is not illustrated is arrange | positioned on the some horizontal beam 16, is attached to the said some horizontal beam 16, and is fixed.

本実施例では、地上面が凸凹していて、基礎11,12の各々が同一水平面に配置されておらず、前立柱13及び後立柱14の高さは様々である。すなわち、一つの縦梁15においては、後立柱14は前立柱13よりも高さが高いが、隣接する複数の縦梁15を含めて前立柱13と後立柱14とを比べると、後立柱14が前立柱13よりも高さが低い場合もある。つまり、後側の基礎12が高い位置にあれば後立柱14の長さは短くなり、前側の基礎11が低い位置にあれば前立柱13の長さは長くなって、後立柱14が前立柱13よりも高さが低い場合となる。   In the present embodiment, the ground surface is uneven, and the foundations 11 and 12 are not arranged on the same horizontal plane, and the heights of the upright columns 13 and the upright columns 14 are various. That is, in one vertical beam 15, the standing column 14 is higher than the standing column 13, but when the standing column 13 and the standing column 14 are compared including the adjacent vertical beams 15, the standing column 14 However, the height may be lower than that of the upright column 13. That is, if the rear foundation 12 is at a high position, the length of the standing pillar 14 is shortened. If the front foundation 11 is at a low position, the length of the standing pillar 13 is increased, and the standing pillar 14 is the standing pillar. This is the case when the height is lower than 13.

図2は、図1に示した太陽光発電パネル用架台10のうち、基礎11,12、前立柱13、後立柱14、縦梁15、及び斜め支柱17を示した図である。後立柱14が前立柱13よりも高さが高いので、縦梁15は地面Gに対して傾斜しており、横梁16(図1参照)の上に固定される太陽光発電パネルに太陽光が当たりやすくなるようになっている。なお、図2においては、地面Gは水平で、基礎11,12は同一高さに設置されている。   FIG. 2 is a view showing the foundations 11 and 12, the upright column 13, the upright column 14, the vertical beam 15, and the diagonal column 17 among the photovoltaic power generation panel mount 10 shown in FIG. 1. Since the vertical column 14 is higher than the vertical column 13, the vertical beam 15 is inclined with respect to the ground G, and sunlight is applied to the photovoltaic power generation panel fixed on the horizontal beam 16 (see FIG. 1). It becomes easy to hit. In FIG. 2, the ground G is horizontal and the foundations 11 and 12 are installed at the same height.

前立柱13の上端部は取付部材18を介して、後立柱14の上端部は取付部材19を介して縦梁15にそれぞれ取り付けられている。また、斜め支柱17の上端部は取付部材20を介して縦梁15に取り付けられている。   The upper end of the upright pillar 13 is attached to the vertical beam 15 via an attachment member 18, and the upper end of the rear pillar 14 is attached to the vertical beam 15 via an attachment member 19. Further, the upper end portion of the oblique column 17 is attached to the vertical beam 15 via the attachment member 20.

図3は図2のA部の拡大図、図4は取付部材20の斜視図である。縦梁15は断面四角形の筒型形状を成しており、その側面には、図3に示すように、ガイド溝15Aが縦梁15の軸方向に沿って形成されている。ガイド溝15Aは、断面が大略コ字状に形成されている。   3 is an enlarged view of a portion A in FIG. 2, and FIG. 4 is a perspective view of the mounting member 20. The vertical beam 15 has a cylindrical shape with a square cross section, and a guide groove 15A is formed on the side surface along the axial direction of the vertical beam 15 as shown in FIG. The guide groove 15A has a substantially U-shaped cross section.

取付部材20は、図4に示すように断面H型を成しており、その側壁20Aの上部には2つのボルト貫通孔20Bが、下部には1つのボルト貫通孔20Cがそれぞれ形成されている。取付部材20は、図3に示すように、側壁20Aが平行四辺形を成している。取付部材20を縦梁15に取り付ける際には、ボルト21Bをボルト貫通孔20Bに挿通させてから、ガイド溝15Aの内部に配置されたナット(図示省略)に螺合させて締め付ける。   As shown in FIG. 4, the mounting member 20 has an H-shaped cross section, and two bolt through holes 20B are formed in the upper part of the side wall 20A, and one bolt through hole 20C is formed in the lower part. . As shown in FIG. 3, the attachment member 20 has a side wall 20 </ b> A forming a parallelogram. When attaching the attachment member 20 to the longitudinal beam 15, the bolt 21B is inserted into the bolt through hole 20B, and then screwed into a nut (not shown) disposed inside the guide groove 15A and tightened.

なお、ガイド溝15Aの内部に配置されたナットの外径は、断面コ字状のガイド溝15Aの開口部の幅よりは大きく、ガイド溝15Aの奧部の溝幅よりも小さくなっている。つまり、前記ナットはガイド溝15Aに沿って移動可能であるが、ガイド溝15Aから外れて落ちることはない。   The outer diameter of the nut arranged inside the guide groove 15A is larger than the width of the opening of the guide groove 15A having a U-shaped cross section, and smaller than the width of the flange of the guide groove 15A. That is, the nut can move along the guide groove 15A, but does not fall off the guide groove 15A.

そして、ボルト21Bを緩めれば、取付部材20を縦梁15に軸方向に沿ってスライドさせることができるとともに、ボルト21Bを締め付ければ、取付部材20を縦梁15の任意の位置に強固に固定することができる。   When the bolt 21B is loosened, the mounting member 20 can be slid along the longitudinal beam 15 along the axial direction, and when the bolt 21B is tightened, the mounting member 20 is firmly placed at an arbitrary position on the vertical beam 15. Can be fixed.

また、取付部材20の下部に設けられたボルト貫通孔20Cには、ボルト21Cが挿通されている。このボルト21Cは斜め支柱17の上端部を取付部材20に取り付けるためのものである。斜め支柱17の上端部を取付部材20に取り付ける構成については後述する。   A bolt 21 </ b> C is inserted through the bolt through hole 20 </ b> C provided in the lower portion of the mounting member 20. The bolt 21 </ b> C is for attaching the upper end portion of the oblique column 17 to the attachment member 20. A configuration for attaching the upper end portion of the oblique column 17 to the attachment member 20 will be described later.

図2に示すように、前立柱13の上端部を縦梁15に取り付けるための取付部材18、及び後立柱14の上端部を縦梁15に取り付けるための取付部材19も、それらの側壁は、平行四辺形を成している。すなわち、取付部材18,19は取付部材20と略同様な構成となっている。   As shown in FIG. 2, the attachment member 18 for attaching the upper end portion of the upright column 13 to the vertical beam 15 and the attachment member 19 for attaching the upper end portion of the rear column 14 to the vertical beam 15 also have side walls thereof. It forms a parallelogram. That is, the attachment members 18 and 19 have substantially the same configuration as the attachment member 20.

基礎11の上面にはアンカーボルト(図示省略)で固定された固定部材23が設けられている。同様に、基礎12の上面にはアンカーボルト(図示省略)で固定された固定部材24が設けられている。固定部材24は、図5に示す主要部25と図6に示す付属部26とで構成されている。固定部材23は、図5に示す主要部25のみで構成されている。   A fixing member 23 fixed by anchor bolts (not shown) is provided on the upper surface of the foundation 11. Similarly, a fixing member 24 fixed by an anchor bolt (not shown) is provided on the upper surface of the foundation 12. The fixing member 24 includes a main part 25 shown in FIG. 5 and an attachment part 26 shown in FIG. The fixing member 23 is composed only of the main portion 25 shown in FIG.

主要部25には、図5に示すように、挿入口25Aが形成されている。そして、後立柱14の下部が挿入口25Aに挿入されて、後立柱14が基礎12に立設される。また、主要部25の側面には、付属部26が取り付けられる取付面25Bが設けられている。この取付面25Bにはボルト貫通孔25Cが形成されている。   As shown in FIG. 5, an insertion port 25 </ b> A is formed in the main portion 25. Then, the lower part of the standing pillar 14 is inserted into the insertion port 25 </ b> A, and the standing pillar 14 is erected on the foundation 12. Further, an attachment surface 25B to which the attachment portion 26 is attached is provided on the side surface of the main portion 25. A bolt through hole 25C is formed in the mounting surface 25B.

また、付属部26は、図6に示すように、水平断面が略コ字状を成し、左右の両側壁26A,26Bにそれぞれボルト貫通孔26C,26Dが形成されている。また、付属部26には、両側壁26A,26Bの間の中央壁26Eにボルト貫通孔26F(図7参照)が形成されている。   Further, as shown in FIG. 6, the attachment portion 26 has a substantially U-shaped horizontal cross section, and bolt through holes 26C and 26D are formed in the left and right side walls 26A and 26B, respectively. Further, in the attachment portion 26, a bolt through hole 26F (see FIG. 7) is formed in the central wall 26E between the side walls 26A and 26B.

付属部26を主要部25に取り付ける際には、主要部の取付面25Bに付属部26の中央壁26Eを合致させて、中央壁26Eのボルト貫通孔26F及び取付面25Bのボルト貫通孔25Cにボルトを挿通させてから、ナットに螺合させて締め付ける。なお、これらボルトやナットは図では省略されている。図7は、付属部26を主要部25に取り付けたときの水平断面図である。   When attaching the attachment portion 26 to the main portion 25, the central wall 26E of the attachment portion 26 is matched with the attachment surface 25B of the main portion, and the bolt through hole 26F of the center wall 26E and the bolt through hole 25C of the attachment surface 25B are fitted. After inserting the bolt, screw it into the nut and tighten it. These bolts and nuts are omitted in the figure. FIG. 7 is a horizontal cross-sectional view when the attachment portion 26 is attached to the main portion 25.

基礎11に固定された固定部材23においては、付属部26はなく主要部25だけで構成されている。そして、主要部25に形成された挿入口25Aに前立柱13の下部が挿入されて、前立柱13が基礎11に立設される。   The fixing member 23 fixed to the foundation 11 is composed of only the main portion 25 without the attachment portion 26. Then, the lower part of the upright column 13 is inserted into the insertion opening 25 </ b> A formed in the main portion 25, and the upright column 13 is erected on the foundation 11.

斜め支柱17については、その上部は、上述したように取付部材20に取り付けられている。斜め支柱17の下部は、図8に示すように、固定部材24の付属部26に取り付けられる。すなわち、斜め支柱17は断面四角形の筒型形状を成しており、互いに対向する側壁27,28にはそれぞれボルト貫通孔27A,28Aが形成されており、これらボルト貫通孔27A,28A、及び付属部26の両側壁26A,26Bにそれぞれ形成されたボルト貫通孔26C,26Dにボルト29を挿通してから、ボルト29にナット30を螺合することにより、斜め支柱17の下部は、固定部材24の付属部26に取り付けられる。この場合、斜め支柱17はボルト29を中心に回動自在に取り付けられている。   The upper part of the oblique column 17 is attached to the attachment member 20 as described above. As shown in FIG. 8, the lower portion of the oblique column 17 is attached to the attachment portion 26 of the fixing member 24. That is, the oblique support column 17 has a cylindrical shape with a square cross section, and the side walls 27 and 28 facing each other are formed with bolt through holes 27A and 28A, respectively. The bolt 29 is inserted into the bolt through holes 26C and 26D formed in the both side walls 26A and 26B of the portion 26, and then the nut 30 is screwed into the bolt 29, so that the lower portion of the oblique column 17 is fixed to the fixing member 24. It is attached to the attachment part 26. In this case, the oblique column 17 is attached so as to be rotatable around a bolt 29.

本実施例においては、前立柱13、後立柱14、及び斜め支柱17が伸縮自在で、且つ前立柱13、後立柱14、及び斜め支柱17を伸縮させたときに任意の位置で、その伸縮をロックさせるロック部材が設けられている。   In the present embodiment, the upright column 13, the upright column 14, and the oblique column 17 can be expanded and contracted, and when the upright column 13, the upright column 14, and the inclined column 17 are expanded and contracted, the expansion and contraction can be performed at an arbitrary position. A locking member for locking is provided.

前立柱13は、図9に示すように、基礎11(図2参照)の上に立設された断面四角形の筒状の下部柱部13Aと、下部柱部13Aの上端部に挿入され上端部が取付部材18を介して縦梁15に連結された断面四角形の筒状の上部柱部13Bとから成っている。   As shown in FIG. 9, the front pillar 13 is inserted into the cylindrical lower pillar part 13 </ b> A having a quadrangular cross section standing on the foundation 11 (see FIG. 2) and the upper end part of the lower pillar part 13 </ b> A. Is formed of a cylindrical upper column portion 13B having a quadrangular cross section connected to the vertical beam 15 through an attachment member 18.

下部柱部13Aには、相対向する側面13AA,13ABの上部にボルト貫通孔13AC,13ADがそれぞれ形成されている。ボルト貫通孔13AC,13ADは、下部柱部13Aの軸方向に沿って2個ずつ形成されている。   Bolt through-holes 13AC and 13AD are formed in the lower column portion 13A at the upper portions of the side surfaces 13AA and 13AB facing each other. Two bolt through holes 13AC and 13AD are formed along the axial direction of the lower column portion 13A.

また、上部柱部13Bには、相対向する側面13BA,13BBにボルト貫通孔13BC,13BDがそれぞれ形成されている。ボルト貫通孔13BC,13BDは、上部柱部13Bの軸方向に沿って多数形成されている。   In addition, bolt through holes 13BC and 13BD are formed in the side surfaces 13BA and 13BB facing each other in the upper column portion 13B. A large number of bolt through holes 13BC and 13BD are formed along the axial direction of the upper column portion 13B.

そして、高さが低い前立柱13とする場合は、上部柱部13Bを下部柱部13Aに深く挿入してから、上部柱部13Bの上部に形成されたボルト貫通孔13BC,13BD、及び下部柱部13Aのボルト貫通孔13AC,13ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   And when it is set as the standing pillar 13 with low height, after inserting the upper pillar part 13B deeply in the lower pillar part 13A, bolt through-holes 13BC and 13BD formed in the upper part of the upper pillar part 13B, and the lower pillar After inserting the bolt 31 into the bolt through holes 13AC and 13AD of the portion 13A, the bolt 31 is screwed into the nut 32 and tightened.

高さが高い前立柱13とする場合は、上部柱部13Bを下部柱部13Aに浅く挿入してから、上部柱部13Bの下部に形成されたボルト貫通孔13BC,13BD、及び下部柱部13Aのボルト貫通孔13AC,13ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   In the case of the upright pillar 13 having a high height, after inserting the upper pillar portion 13B shallowly into the lower pillar portion 13A, the bolt through holes 13BC and 13BD formed in the lower portion of the upper pillar portion 13B, and the lower pillar portion 13A. After the bolt 31 is inserted into the bolt through holes 13AC and 13AD, the bolt 31 is screwed into the nut 32 and tightened.

また、高さが中位の前立柱13とする場合は、上部柱部13Bを下部柱部13Aに中位の深さに挿入してから、上部柱部13Bの中位に形成されたボルト貫通孔13BC,13BD、及び下部柱部13Aのボルト貫通孔13AC,13ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   Further, when the vertical pillar 13 having a middle height is used, the upper pillar portion 13B is inserted into the lower pillar portion 13A at a middle depth, and then the bolt is formed in the middle portion of the upper pillar portion 13B. After the bolt 31 is inserted into the holes 13BC and 13BD and the bolt through holes 13AC and 13AD of the lower column portion 13A, the bolt 31 is screwed into the nut 32 and tightened.

このように、本実施例においては、上部柱部13Bを下部柱部13Aに任意の深さに挿入することで、前立柱13の高さを任意の高さに設定することができる。   Thus, in this embodiment, the height of the upright column 13 can be set to an arbitrary height by inserting the upper column portion 13B into the lower column portion 13A at an arbitrary depth.

ここで、下部柱部13Aに形成されたボルト貫通孔13AC,13AD、上部柱部13Bに形成されたボルト貫通孔13BC,13BD、及びボルト31及びナット32はロック部材を構成している。   Here, the bolt through holes 13AC and 13AD formed in the lower column portion 13A, the bolt through holes 13BC and 13BD formed in the upper column portion 13B, the bolt 31 and the nut 32 constitute a lock member.

後立柱14は、図9に示すように、基礎12(図2参照)の上に立設された断面四角形の筒状の下部柱部14Aと、下部柱部14Aの上端部に挿入され上端部が取付部材19を介して縦梁15に連結された断面四角形の筒状の上部柱部14Bとから成っている。   As shown in FIG. 9, the rear column 14 is inserted into the cylindrical lower column portion 14A having a square section and standing on the foundation 12 (see FIG. 2), and the upper end portion of the lower column portion 14A. Is formed of a cylindrical upper column portion 14B having a quadrangular cross section connected to the vertical beam 15 via the mounting member 19.

下部柱部14Aには、相対向する側面14AA,14ABの上部にボルト貫通孔14AC,14ADがそれぞれ形成されている。ボルト貫通孔14AC,14ADは、下部柱部14Aの軸方向に沿って2個ずつ形成されている。   Bolt through holes 14AC and 14AD are formed in the lower column portion 14A at the upper portions of the side surfaces 14AA and 14AB that face each other. Two bolt through holes 14AC and 14AD are formed along the axial direction of the lower column portion 14A.

また、上部柱部14Bには、相対向する側面14BA,14BBにボルト貫通孔14BC,14BDがそれぞれ形成されている。ボルト貫通孔14BC,14BDは、上部柱部14Bの軸方向に沿って多数形成されている。   Further, bolt through holes 14BC and 14BD are formed in the side surfaces 14BA and 14BB facing each other in the upper column portion 14B, respectively. A large number of bolt through holes 14BC and 14BD are formed along the axial direction of the upper column portion 14B.

そして、高さが低い後立柱14とする場合は、上部柱部14Bを下部柱部14Aに深く挿入してから、上部柱部14Bの上部に形成されたボルト貫通孔14BC,14BD、及び下部柱部14Aのボルト貫通孔14AC,14ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   And when making it the standing pillar 14 with low height, after inserting the upper pillar part 14B deeply in the lower pillar part 14A, bolt through-holes 14BC and 14BD formed in the upper part of the upper pillar part 14B, and the lower pillar After inserting the bolt 31 into the bolt through holes 14AC and 14AD of the portion 14A, the bolt 31 is screwed into the nut 32 and tightened.

高さが高い後立柱14とする場合は、上部柱部14Bを下部柱部14Aに浅く挿入してから、上部柱部14Bの下部に形成されたボルト貫通孔14BC,14BD、及び下部柱部14Aのボルト貫通孔14AC,14ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   In the case of the vertical pillar 14 having a high height, after inserting the upper pillar portion 14B shallowly into the lower pillar portion 14A, the bolt through holes 14BC and 14BD formed in the lower portion of the upper pillar portion 14B, and the lower pillar portion 14A. After the bolt 31 is inserted into the bolt through holes 14AC and 14AD, the bolt 31 is screwed into the nut 32 and tightened.

また、高さが中位の後立柱14とする場合は、上部柱部14Bを下部柱部14Aに中位の深さに挿入してから、上部柱部14Bの中位に形成されたボルト貫通孔14BC,14BD、及び下部柱部14Aのボルト貫通孔14AC,14ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   When the height of the intermediate pillar 14 is the middle pillar 14B, the upper pillar portion 14B is inserted into the lower pillar portion 14A at a middle depth, and then the bolt is formed in the middle portion of the upper pillar portion 14B. After the bolt 31 is inserted into the holes 14BC and 14BD and the bolt through holes 14AC and 14AD of the lower column portion 14A, the bolt 31 is screwed into the nut 32 and tightened.

このように、本実施例においては、上部柱部14Bを下部柱部14Aに任意の深さに挿入することで、後立柱14の高さを任意の高さに設定することができる。   Thus, in the present embodiment, the height of the rear pillar 14 can be set to an arbitrary height by inserting the upper pillar part 14B into the lower pillar part 14A at an arbitrary depth.

ここで、下部柱部14Aに形成されたボルト貫通孔14AC,14AD、上部柱部14Bに形成されたボルト貫通孔14BC,14BD、及びボルト31及びナット32はロック部材を構成している。   Here, the bolt through holes 14AC and 14AD formed in the lower column portion 14A, the bolt through holes 14BC and 14BD formed in the upper column portion 14B, the bolt 31 and the nut 32 constitute a lock member.

斜め支柱17は、図9に示すように、基礎11(図2参照)の上に立設された断面四角形の筒状の下部柱部17Aと、下部柱部17Aの上端部に挿入され上端部が取付部材20を介して縦梁15に連結された断面四角形の筒状の上部柱部17Bとから成っている。   As shown in FIG. 9, the oblique strut 17 is inserted into the cylindrical lower pillar portion 17A having a square section and standing on the foundation 11 (see FIG. 2), and the upper end portion of the lower pillar portion 17A. Is formed of a cylindrical upper column portion 17B having a quadrangular cross section connected to the vertical beam 15 via the mounting member 20.

下部柱部17Aには、相対向する側面17AA,17ABの上部にボルト貫通孔17AC,17ADがそれぞれ形成されている。ボルト貫通孔17AC,17ADは、下部柱部17Aの軸方向に沿って2個ずつ形成されている。   Bolt through-holes 17AC and 17AD are formed in the lower column portion 17A at the upper portions of the side surfaces 17AA and 17AB facing each other. Two bolt through holes 17AC and 17AD are formed along the axial direction of the lower column portion 17A.

また、上部柱部17Bには、相対向する側面17BA,17BBにボルト貫通孔17BC,17BDがそれぞれ形成されている。ボルト貫通孔17BC,17BDは、上部柱部17Bの軸方向に沿って多数形成されている。   Further, bolt through holes 17BC and 17BD are formed in the side surfaces 17BA and 17BB facing each other in the upper column portion 17B, respectively. A large number of bolt through holes 17BC and 17BD are formed along the axial direction of the upper column portion 17B.

そして、高さが低い斜め支柱17とする場合は、上部柱部17Bを下部柱部17Aに深く挿入してから、上部柱部17Bの上部に形成されたボルト貫通孔17BC,17BD、及び下部柱部17Aのボルト貫通孔17AC,17ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   And when it is set as the diagonal support | pillar 17 with low height, after inserting the upper pillar part 17B deeply in the lower pillar part 17A, bolt through-hole 17BC, 17BD formed in the upper part of the upper pillar part 17B, and a lower pillar After inserting the bolt 31 into the bolt through holes 17AC and 17AD of the portion 17A, the bolt 31 is screwed into the nut 32 and tightened.

高さが高い斜め支柱17とする場合は、上部柱部17Bを下部柱部17Aに浅く挿入してから、上部柱部17Bの下部に形成されたボルト貫通孔17BC,17BD、及び下部柱部17Aのボルト貫通孔17AC,17ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   In the case of the slant strut 17 having a high height, after inserting the upper column portion 17B shallowly into the lower column portion 17A, the bolt through holes 17BC and 17BD formed in the lower portion of the upper column portion 17B, and the lower column portion 17A After the bolt 31 is inserted into the bolt through holes 17AC and 17AD, the bolt 31 is screwed into the nut 32 and tightened.

また、高さが中位の斜め支柱17とする場合は、上部柱部17Bを下部柱部17Aに中位の深さに挿入してから、上部柱部17Bの中位に形成されたボルト貫通孔17BC,17BD、及び下部柱部17Aのボルト貫通孔17AC,17ADにボルト31を挿通した後、当該ボルト31をナット32に螺合させて締め付ける。   Further, when the slant strut 17 having a medium height is used, the upper pillar portion 17B is inserted into the lower pillar portion 17A at a middle depth, and then the bolt is formed in the middle portion of the upper pillar portion 17B. After the bolt 31 is inserted into the holes 17BC and 17BD and the bolt through holes 17AC and 17AD of the lower pillar portion 17A, the bolt 31 is screwed into the nut 32 and tightened.

このように、本実施例においては、上部柱部17Bを下部柱部17Aに任意の深さに挿入することで、斜め支柱17の高さを任意の高さに設定することができる。   Thus, in the present embodiment, the height of the oblique column 17 can be set to an arbitrary height by inserting the upper column portion 17B into the lower column portion 17A at an arbitrary depth.

ここで、下部柱部17Aに形成されたボルト貫通孔17AC,17AD、上部柱部17Bに形成されたボルト貫通孔17BC,17BD、及びボルト31及びナット32はロック部材を構成している。   Here, the bolt through holes 17AC and 17AD formed in the lower column portion 17A, the bolt through holes 17BC and 17BD formed in the upper column portion 17B, the bolt 31 and the nut 32 constitute a lock member.

なお、斜め支柱17の上部柱部17Bは、図3に示すように、取付部材20に設けられたブラケット33を介して当該取付部材20に取り付けられている。ブラケット33は四角形の筒型形状を成し、その上部がボルト21Cによって取付部材20に、下部がボルト33Aによって斜め支柱17の上部柱部17Bの上部にそれぞれ連結されている。前立柱13の上部柱部13Bを取付部材18に接続する構成、及び後立柱14の上部柱部14Bを取付部材19に接続する構成も略同様である。なお、斜め支柱17はボルト21Cを中心に回動自在となっている。   In addition, the upper column part 17B of the diagonal support | pillar 17 is attached to the said attachment member 20 via the bracket 33 provided in the attachment member 20, as shown in FIG. The bracket 33 has a rectangular cylindrical shape, and an upper portion thereof is connected to the mounting member 20 by a bolt 21C and a lower portion thereof is connected to an upper portion of the upper column portion 17B of the oblique column 17 by a bolt 33A. The configuration in which the upper column portion 13B of the front column 13 is connected to the mounting member 18 and the configuration in which the upper column portion 14B of the rear column 14 is connected to the mounting member 19 are also substantially the same. The oblique column 17 is rotatable around the bolt 21C.

次に、本実施例の作用について説明する。   Next, the operation of this embodiment will be described.

上述したように、前立柱13、後立柱14、及び斜め支柱17は任意の高さに設定することができるので、図10に示すように、地面Gに段差があって、基礎11が基礎12よりも低い位置に設置されている場合、前立柱13の高さを高くし、後立柱14及び斜め支柱17の高さを低くする。   As described above, since the upright column 13, the upright column 14, and the oblique column 17 can be set to arbitrary heights, as shown in FIG. When installed at a lower position, the height of the upright column 13 is increased, and the height of the rear column 14 and the oblique column 17 is decreased.

また、図11に示すように、地面Gに段差があって、基礎12が基礎11よりも低い位置に設置されている場合、後立柱14及び斜め支柱17の高さを高くし、前立柱13の高さを低くする。   As shown in FIG. 11, when there is a step on the ground G and the foundation 12 is installed at a position lower than the foundation 11, the height of the upright pillar 14 and the oblique pillar 17 is increased, and the upright pillar 13 Reduce the height.

この場合、取付部材20は縦梁15に沿って縦梁15の軸方向にスライド自在であり、且つ斜め支柱17は基礎12上の固定部材24(厳密にはボルト29)を中心に回動自在であるから、取付部材20を縦梁15上の所定の位置に容易に移動させることができる。   In this case, the mounting member 20 is slidable along the longitudinal beam 15 in the axial direction of the longitudinal beam 15, and the oblique column 17 is rotatable about the fixing member 24 (strictly, a bolt 29) on the foundation 12. Therefore, the attachment member 20 can be easily moved to a predetermined position on the vertical beam 15.

本実施例によれば、前立柱13、後立柱14、及び斜め支柱17を任意の高さに設定することができるので、地面Gに段差があっても、縦梁15を任意の角度に設定でき、その結果、太陽光発電パネルの地面に対する角度を所定の角度に容易に調整することが可能となる。   According to the present embodiment, the upright column 13, the upright column 14, and the oblique column 17 can be set to arbitrary heights, so that even if there is a step on the ground G, the vertical beam 15 is set to an arbitrary angle. As a result, the angle of the photovoltaic power generation panel with respect to the ground can be easily adjusted to a predetermined angle.

また、本実施例によれば、前立柱13、後立柱14、及び斜め支柱17の高さ調整を、縦梁15の下側だけから行うことができ、作業性が非常に向上する。   Further, according to the present embodiment, the height adjustment of the upright column 13, the upright column 14, and the oblique column 17 can be performed only from the lower side of the vertical beam 15, and workability is greatly improved.

《実施例2》
図12は実施例2を示している。本実施例では、下部が基礎12に支持された斜め支柱17に加えて、下部が基礎11に支持された斜め支柱34が設けられている。基礎11の上には、実施例1で説明した固定部材24が設けられ、この固定部材24の付属部26(図6及び図8参照)に斜め支柱34の下部が回動自在に取り付けられている。
Example 2
FIG. 12 shows a second embodiment. In the present embodiment, in addition to the oblique column 17 whose lower part is supported by the foundation 12, an oblique column 34 whose lower part is supported by the foundation 11 is provided. The fixing member 24 described in the first embodiment is provided on the foundation 11, and the lower portion of the oblique column 34 is rotatably attached to the attachment portion 26 (see FIGS. 6 and 8) of the fixing member 24. Yes.

縦梁15の中間部には取付部材35が縦梁15の軸方向にスライド自在に設けられ、この取付部材35に斜め支柱34の上部が連結されている。   A mounting member 35 is slidably provided in the axial direction of the vertical beam 15 at an intermediate portion of the vertical beam 15, and an upper portion of the oblique column 34 is connected to the mounting member 35.

図13は、図12のB部を拡大して示した図である。取付部材35は、実施例1で示した取付部材20と同様、縦断面がH型を成しており、その側壁35Aの上部に2個のボルト35Bが、下部にボルト35C,35Dがそれぞれ設けられている。   FIG. 13 is an enlarged view of a portion B in FIG. As with the mounting member 20 shown in the first embodiment, the mounting member 35 has an H-shaped longitudinal section, and two bolts 35B are provided on the upper side of the side wall 35A, and bolts 35C and 35D are provided on the lower side. It has been.

2個のボルト35Bによって、取付部材35は縦梁15に沿ってスライド可能であるとともに、取付部材35を所定の位置に固定することができる。ボルト35Cは、斜め支柱17の上部柱部17Bが取り付けられたブラケット33を固定している。また、ボルト35Dは、斜め支柱34の上部柱部34Bが取り付けられたブラケット36を固定している。ブラケット36には、ボルト36Aによって斜め支柱34の上部柱部34Bが取り付けられ、この上部柱部34Bにはボルト31によって斜め支柱34の下部柱部34Aが取り付けられている。なお、斜め支柱17はボルト35Cを中心に回動自在であり、また、斜め支柱34はボルト35Dを中心に回動自在となっている。   With the two bolts 35B, the attachment member 35 can slide along the longitudinal beam 15, and the attachment member 35 can be fixed at a predetermined position. The bolt 35C fixes the bracket 33 to which the upper column portion 17B of the oblique column 17 is attached. Further, the bolt 35D fixes the bracket 36 to which the upper column part 34B of the oblique column 34 is attached. An upper column portion 34B of an oblique column 34 is attached to the bracket 36 by a bolt 36A, and a lower column portion 34A of the oblique column 34 is attached to the upper column portion 34B by a bolt 31. The oblique strut 17 is rotatable about the bolt 35C, and the oblique strut 34 is rotatable about the bolt 35D.

次に、本実施例の作用について説明する。   Next, the operation of this embodiment will be described.

前立柱13、後立柱14、斜め支柱17に加えて、斜め支柱34も任意の高さに設定することができるので、図14に示すように、地面Gに段差があって、基礎11が基礎12よりも低い位置に設置されている場合、前立柱13及び斜め支柱34の高さを高くし、後立柱14及び斜め支柱17の高さを低くする。   In addition to the upright column 13, the upright column 14, and the diagonal column 17, the diagonal column 34 can also be set to an arbitrary height, so that there is a step on the ground G, as shown in FIG. When installed at a position lower than 12, the heights of the upright pillar 13 and the oblique pillar 34 are increased, and the heights of the rear pillar 14 and the oblique pillar 17 are lowered.

また、図15に示すように、地面Gに段差があって、基礎12が基礎11よりも低い位置に設置されている場合、後立柱14及び斜め支柱17の高さを高くし、前立柱13及び斜め支柱34の高さを低くする。   As shown in FIG. 15, when there is a step on the ground G and the foundation 12 is installed at a position lower than the foundation 11, the height of the upright pillar 14 and the oblique pillar 17 is increased, and the upright pillar 13 And the height of the diagonal support | pillar 34 is made low.

この場合、取付部材35は縦梁15に沿って縦梁15の軸方向にスライド自在であり、且つ斜め支柱17は基礎12上の固定部材24を中心に、斜め支柱34は基礎11上の固定部材24を中心にそれぞれ回動自在であるから、取付部材35を縦梁15上の所定の位置に容易に移動させることができる。   In this case, the mounting member 35 is slidable along the longitudinal beam 15 in the axial direction of the longitudinal beam 15, the oblique strut 17 is centered on the fixing member 24 on the foundation 12, and the oblique strut 34 is fixed on the foundation 11. Since each of the members 24 is rotatable around the member 24, the attachment member 35 can be easily moved to a predetermined position on the vertical beam 15.

本実施例によれば、前立柱13、後立柱14、斜め支柱17、及び斜め支柱34を任意の高さに設定することができるので、地面Gに段差があっても、縦梁15を任意の角度に設定でき、その結果、太陽光発電パネルの地面に対する角度を所定の角度に容易に調整することが可能となる。   According to the present embodiment, the upright column 13, the upright column 14, the diagonal column 17, and the diagonal column 34 can be set to arbitrary heights. As a result, the angle of the photovoltaic power generation panel with respect to the ground can be easily adjusted to a predetermined angle.

また、本実施例によれば、前立柱13、後立柱14、斜め支柱17、及び斜め支柱34の高さ調整を、縦梁15の下側だけから行うことができ、作業性が非常に向上する。   Further, according to the present embodiment, the height of the upright column 13, the upright column 14, the oblique column 17, and the oblique column 34 can be adjusted only from the lower side of the vertical beam 15, and the workability is greatly improved. To do.

《実施例3》
図16〜図20は実施例3を示している。本実施例では、太陽光発電パネル40を太陽光発電パネル用架台10に対して左右の横方向からスライドさせて、縦梁15及び横梁16の下側から太陽光発電パネル40を所定の位置に固定できるようにしたことである。
Example 3
16 to 20 show the third embodiment. In the present embodiment, the photovoltaic power generation panel 40 is slid from the left and right lateral directions with respect to the photovoltaic power generation panel mount 10, and the photovoltaic power generation panel 40 is placed at a predetermined position from below the vertical beams 15 and 16. It was to be able to fix.

本実施例では、図17及び図18に示すように、太陽光発電パネル40の上下両端(図17においては、左右が太陽光発電パネル40の上下方向)を支持する略L字状の支持部材40Aが設けられている。支持部材40Aは横梁16の上面に載置され、その下部先端40Bは横梁16の側面より横方向に突出している。   In this embodiment, as shown in FIGS. 17 and 18, a substantially L-shaped support member that supports upper and lower ends of the photovoltaic power generation panel 40 (in FIG. 17, the left and right sides are the vertical direction of the photovoltaic power generation panel 40). 40A is provided. The support member 40 </ b> A is placed on the upper surface of the cross beam 16, and the lower end 40 </ b> B projects laterally from the side surface of the cross beam 16.

横梁16の側面には、横方向に突出した上側突状16A及び下側突状16Bが横梁16の軸方向に沿って形成されている。そして、横梁16の上面に載置された支持部材40Aは、その下部先端40Bが上側突状16Aの上面に接している。   On the side surface of the horizontal beam 16, an upper protrusion 16 </ b> A and a lower protrusion 16 </ b> B protruding in the horizontal direction are formed along the axial direction of the horizontal beam 16. The lower end 40B of the support member 40A placed on the upper surface of the cross beam 16 is in contact with the upper surface of the upper protrusion 16A.

上記構成において、支持部材40Aは横梁16の上面に沿って横梁16の軸方向にスライド可能であり、このスライド時に、支持部材40Aの下部先端40Bは横梁16の上側突状16Aの上面に接しながらスライドする。   In the above configuration, the support member 40A is slidable in the axial direction of the cross beam 16 along the top surface of the cross beam 16, and the lower end 40B of the support member 40A is in contact with the top surface of the upper protrusion 16A of the cross beam 16 during this slide. Slide.

また、支持部材40Aの下部先端40Bを、横梁16の上側突状16Aと共に挟持して、太陽光発電パネル40を所定の位置に固定する挟持部材41が設けられている。この挟持部材41は、上部挟持部42と下部挟持部43とから成っている。   Further, a holding member 41 is provided for holding the lower end 40B of the support member 40A together with the upper protrusion 16A of the cross beam 16 to fix the photovoltaic power generation panel 40 at a predetermined position. The clamping member 41 includes an upper clamping part 42 and a lower clamping part 43.

図19及び図20は挟持部材41を示している。上部挟持部42は上面視で四角形を成し、その一側端に支持部材40Aの底部(下部先端40B付近)の上面に当接する当接部42Aを有するとともに、他側端に下部挟持部43に係合する係合部42Bを有している。また、上部挟持部42の上面には2つの突状42C,42Dが形成され、これら突状42C,42Dの間に外形四角形のナット44が嵌装されている。   19 and 20 show the clamping member 41. The upper sandwiching portion 42 has a quadrangular shape when viewed from above, and has a contact portion 42A that abuts the upper surface of the bottom portion (near the lower tip 40B) of the support member 40A at one side end and the lower sandwiching portion 43 at the other end. It has the engaging part 42B engaged with. Further, two protrusions 42C and 42D are formed on the upper surface of the upper sandwiching portion 42, and a rectangular nut 44 is fitted between the protrusions 42C and 42D.

下部挟持部43は、その一側端に横梁16の上側突状16Aの下面に当接する当接部43Aを有するとともに、他側端に上部挟持部42の係合部42Bに係合する係合部43Bを有している。また、下部挟持部43は、下方に突出し且つL字型に折り曲げられた折り曲げ部43Cを有し、この折り曲げ部43Cの先端には、横梁16の下側突状16Bの下面に当接する当接部43Dが設けられている。   The lower holding portion 43 has an abutting portion 43A that comes into contact with the lower surface of the upper protrusion 16A of the cross beam 16 at one end thereof, and an engaging portion that engages with the engaging portion 42B of the upper holding portion 42 at the other end. It has a portion 43B. Further, the lower clamping portion 43 has a bent portion 43C that protrudes downward and is bent in an L shape, and the tip of the bent portion 43C is in contact with the lower surface of the lower protrusion 16B of the lateral beam 16. A portion 43D is provided.

また、下部挟持部43の当接部43A,43Dの側面にはそれぞれ凹凸面43E,43Fが形成されている。これら凹凸面43E,43Fは、縦断面で先端が斜め下方に向けられたノコギリ刃状を成している。そして、これら凹凸面43E,43Fは、横梁16に軸方向に沿って形成された凹凸面16C,16D(図18参照)にそれぞれ当接している。   Further, concave and convex surfaces 43E and 43F are formed on the side surfaces of the contact portions 43A and 43D of the lower sandwiching portion 43, respectively. These concave and convex surfaces 43E and 43F have a saw-tooth shape in which the front end is directed obliquely downward in the longitudinal section. And these uneven surfaces 43E and 43F are contact | abutted to the uneven surfaces 16C and 16D (refer FIG. 18) formed in the cross beam 16 along the axial direction, respectively.

挟持部材41を用いて太陽光発電パネル40を横梁16の所定の位置に固定する場合、下部挟持部43に形成されたボルト貫通孔43G及び上部挟持部42に形成されたボルト貫通孔42Eにボルト45を挿通し、このボルト45をナット44に螺合させて締め付ける。この場合、ナット44は突状42C,42D間に嵌装されているので、空回りすることはない。   When the photovoltaic panel 40 is fixed at a predetermined position of the cross beam 16 by using the clamping member 41, bolts are connected to the bolt through holes 43G formed in the lower clamping portion 43 and the bolt through holes 42E formed in the upper clamping portion 42. 45 is inserted, and this bolt 45 is screwed into the nut 44 and tightened. In this case, since the nut 44 is fitted between the protrusions 42C and 42D, it does not idle.

次に、本実施例の作用について説明する。   Next, the operation of this embodiment will be described.

太陽光発電パネル40を設置する場合、先ず、太陽光発電パネル40の上下両端を支持する支持部材40Aを設け、この支持部材40Aの下部先端40Bを横梁16の上側突状16Aに合わせながら、折り曲げ部43Cを横梁16の上面に載せ、図16の矢印C1又はC2方向にスライドさせる。   When installing the solar power generation panel 40, first, a support member 40A for supporting the upper and lower ends of the solar power generation panel 40 is provided, and the lower end 40B of the support member 40A is bent while matching the upper protrusion 16A of the cross beam 16. The portion 43C is placed on the upper surface of the cross beam 16, and is slid in the direction of arrow C1 or C2 in FIG.

太陽光発電パネル40を所定の位置までスライドさせたら、挟持部材41を用いて太陽光発電パネル40を所定の位置に固定する。すなわち、挟持部材41のうち、上部挟持部42の当接部42Aを支持部材40Aの底部(下部先端40Bの近傍)の上面に当接させるとともに、下部挟持部43の当接部43Aを横梁16の上側突状16Aの下面に当接させる。このとき、下部挟持部43の凹凸面43E,43Fを、横梁16の凹凸面16C,16Dにそれぞれ当接させて押し付ける。   When the photovoltaic power generation panel 40 is slid to a predetermined position, the photovoltaic power generation panel 40 is fixed to the predetermined position using the holding member 41. That is, among the clamping members 41, the abutting portion 42A of the upper clamping portion 42 is brought into contact with the upper surface of the bottom portion (near the lower tip 40B) of the supporting member 40A, and the abutting portion 43A of the lower clamping portion 43 is made to cross the cross beam 16. The upper protrusion 16A is brought into contact with the lower surface. At this time, the concave and convex surfaces 43E and 43F of the lower clamping portion 43 are pressed against the concave and convex surfaces 16C and 16D of the cross beam 16, respectively.

そして、ボルト45をナット44に螺合させて締め付ける。これにより、太陽光発電パネル40の支持部材40Aの下部先端40Bと横梁16の上側突状16Aとが、上部挟持部42の当接部42A及び下部挟持部43の当接部43Aで強く押圧され、太陽光発電パネル40を所定の位置に強固に固定することができる。   Then, the bolt 45 is screwed into the nut 44 and tightened. Thereby, the lower end 40B of the support member 40A of the photovoltaic power generation panel 40 and the upper protrusion 16A of the cross beam 16 are strongly pressed by the contact portion 42A of the upper sandwiching portion 42 and the contact portion 43A of the lower sandwiching portion 43. The solar power generation panel 40 can be firmly fixed at a predetermined position.

本実施例によれば、太陽光発電パネル40を縦梁15や横梁16の下側からスライドさせることができるとともに、挟持部材41におけるボルト45の締め付け作業も縦梁15や横梁16の下側から行うことができる。すなわち、縦梁15や横梁16の上に上らなくてもボルト45の締め付け作業を行うことが可能となる。   According to the present embodiment, the photovoltaic power generation panel 40 can be slid from the lower side of the vertical beam 15 and the horizontal beam 16, and the tightening operation of the bolt 45 in the clamping member 41 is also performed from the lower side of the vertical beam 15 and the horizontal beam 16. It can be carried out. That is, the bolt 45 can be tightened without climbing on the vertical beam 15 or the horizontal beam 16.

また、本実施例によれば、下部挟持部43の凹凸面43E,43Fが横梁16の凹凸面16C,16Dをそれぞれ押し付ける構造であるから、太陽光発電パネル40をより一層強固に固定することが可能となる。   Moreover, according to the present Example, since the uneven surface 43E, 43F of the lower clamping part 43 presses the uneven surface 16C, 16D of the cross beam 16, respectively, the photovoltaic power generation panel 40 can be fixed more firmly. It becomes possible.

以上、本発明の実施例を図面により詳述してきたが、上記各実施例は本発明の例示にしか過ぎないものであり、本発明は上記各実施例の構成にのみ限定されるものではない。本発明の要旨を逸脱しない範囲の設計の変更等があっても、本発明に含まれることは勿論である。   Although the embodiments of the present invention have been described in detail with reference to the drawings, each of the above embodiments is only an example of the present invention, and the present invention is not limited only to the configuration of each of the above embodiments. . Needless to say, changes in design and the like within the scope of the present invention are included in the present invention.

10 太陽光発電パネル用架台
11,12 基礎
13 前立柱
13A 下部柱部
13AC,13AD ボルト貫通孔
13B 上部柱部
13BC,13BD ボルト貫通孔
14 後立柱
14A 下部柱部
14AC,14AD ボルト貫通孔
14B 上部柱部
14BC,14BD ボルト貫通孔
15 縦梁
16 横梁
17 斜め支柱
17A 下部柱部
17AC,17AD ボルト貫通孔
17B 上部柱部
17BC,17BD ボルト貫通孔
18,19,20 取付部材
23,24 固定部材
31 ボルト
32 ナット
34 斜め支柱
35 取付部材
40 太陽光発電パネル
40A 支持部材
41 挟持部材
DESCRIPTION OF SYMBOLS 10 Photovoltaic panel base 11,12 Base 13 Front pillar 13A Lower pillar part 13AC, 13AD Bolt through-hole 13B Upper pillar part 13BC, 13BD Bolt through-hole 14 Rear pillar 14A Lower pillar part 14AC, 14AD Bolt through-hole 14B Upper pillar Part 14BC, 14BD Bolt through hole 15 Vertical beam 16 Horizontal beam 17 Diagonal strut 17A Lower pillar part 17AC, 17AD Bolt through hole 17B Upper pillar part 17BC, 17BD Bolt through hole 18, 19, 20 Mounting member 23, 24 Fixing member 31 Bolt 32 Nut 34 Diagonal strut 35 Mounting member 40 Photovoltaic power generation panel 40A Support member 41 Holding member

Claims (5)

地面に設置された複数の基礎と、
該基礎の上に立設された前立柱と、
前記基礎の上に立設され前記前立柱よりも高さが高い後立柱と、
前記前立柱の上端部と前記後立柱の上端部とを連結する複数の縦梁と、
前記縦梁の上に設けられ該縦梁に対して直角方向に配置された複数の横梁と、
前記縦梁に対して斜め方向に配置され該縦梁と前記基礎とを連結する斜め支柱とを備えた太陽光発電パネル用架台であって、
前記前立柱、前記後立柱、及び前記斜め支柱を伸縮自在とし、且つ前記前立柱、前記後立柱、及び前記斜め支柱を伸縮させたときの任意の位置で伸縮をロックさせるロック部材を設けたことを特徴とする太陽光発電パネル用架台。
Multiple foundations installed on the ground,
A front pillar erected on the foundation;
A standing pillar standing on the foundation and having a height higher than the standing pillar;
A plurality of longitudinal beams connecting the upper end of the standing column and the upper end of the standing column;
A plurality of transverse beams provided on the longitudinal beams and arranged in a direction perpendicular to the longitudinal beams;
A photovoltaic power generation panel gantry comprising an oblique column disposed obliquely with respect to the longitudinal beam and connecting the longitudinal beam and the foundation,
A lock member is provided that locks the expansion and contraction at an arbitrary position when the front column, the rear column, and the diagonal column are extendable and the front column, the rear column, and the diagonal column are expanded and contracted. A stand for solar power generation panel characterized by
前記前立柱、前記後立柱、及び前記斜め支柱は、前記基礎の上に立設された筒状の下部柱部と、該下部柱部の上端部に挿入され上端部が前記縦梁に連結された筒状の上部柱部とから成り、
前記基礎が同一水平面内に設置されていない場合に、前記ロック部材は、前記上部柱部が任意の長さ挿入された前記下部柱部の上部を固定することで、地上面に対する前記縦梁の角度を所定の大きさに設定することを特徴とする請求項1に記載の太陽光発電パネル用架台。
The upright column, the upright column, and the oblique column are inserted into the cylindrical lower column part standing on the foundation and the upper end part of the lower column part, and the upper end part is connected to the vertical beam. A cylindrical upper column,
When the foundation is not installed in the same horizontal plane, the lock member fixes the upper part of the lower pillar part in which the upper pillar part is inserted to an arbitrary length, thereby The stand for a photovoltaic power generation panel according to claim 1, wherein the angle is set to a predetermined size.
前記前立柱、前記後立柱、及び前記斜め支柱は、四角形状の筒状部材で形成されていることを特徴とする請求項1又は2に記載の太陽光発電パネル用架台。   3. The photovoltaic panel pedestal according to claim 1, wherein the upright column, the upright column, and the oblique column are formed of a rectangular cylindrical member. 4. 前記斜め支柱の上部柱部の上端部には前記縦梁に沿ってスライド可能なスライド部材が設けられ、
前記斜め支柱の下部柱部の下端部は前記基礎に回動自在に取り付けられ、且つ前記斜め支柱の上部柱部の上端部は前記スライド部材に回動自在に取り付けられていることを特徴とする請求項1〜3のいずれか一項に記載の太陽光発電パネル用架台。
A slide member that is slidable along the vertical beam is provided at an upper end portion of the upper column portion of the oblique column,
A lower end portion of a lower column portion of the oblique column is rotatably attached to the foundation, and an upper end portion of an upper column portion of the oblique column is rotatably attached to the slide member. The stand for photovoltaic power generation panels as described in any one of Claims 1-3.
前記横梁の側面には当該横梁の軸方向に沿って突状が設けられ、且つ太陽光発電パネルの上下両端には支持部材が取り付けられ、当該支持部材の下部先端が前記突状の上に載置されているとともに、
前記突状に載置された前記支持部材の下部先端を前記突状と共に挟持する挟持部材が設けられたことを特徴とする請求項1〜4のいずれか一項に記載の太陽光発電パネル用架台。
Projections are provided on the side surfaces of the transverse beams along the axial direction of the transverse beams, and support members are attached to the upper and lower ends of the photovoltaic power generation panel, and the lower ends of the support members are mounted on the projections. As well as
5. The photovoltaic panel according to claim 1, further comprising a clamping member that clamps a lower end of the support member placed in a projecting shape together with the projecting shape. 6. Mount.
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CN201420336598.7U CN204190675U (en) 2014-06-23 2014-06-23 Solar components and bracket connecting apparatus
CN201420335264.8U CN204141873U (en) 2014-06-23 2014-06-23 Solar bracket and ground plinth jockey
CN201420335264.8 2014-06-23
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KR102004191B1 (en) * 2018-09-21 2019-10-17 주식회사 이멕스 Photovoltaic power generation equipment that can optimally concentrate sunlight
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