JP2013118238A - Support cradle structure for photovoltaic power generation panel frame and support metal fitting - Google Patents

Support cradle structure for photovoltaic power generation panel frame and support metal fitting Download PDF

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JP2013118238A
JP2013118238A JP2011264268A JP2011264268A JP2013118238A JP 2013118238 A JP2013118238 A JP 2013118238A JP 2011264268 A JP2011264268 A JP 2011264268A JP 2011264268 A JP2011264268 A JP 2011264268A JP 2013118238 A JP2013118238 A JP 2013118238A
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support
power generation
photovoltaic power
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panel frame
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JP5622709B2 (en
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Tsukasa Fukushima
司 福島
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Fuji Koatsu Concrete KK
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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
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    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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    • Y02E10/50Photovoltaic [PV] energy

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Abstract

PROBLEM TO BE SOLVED: To provide a support cradle structure for photovoltaic power generation panel frame that is adaptive to solar photovoltaic power generation panels of various size while maintaining high support strength.SOLUTION: There is provided a support cradle structure 10 for photovoltaic power generation panel frame including a support cradle 12 which has a photovoltaic power generation panel frame 18 built slantingly on upper end parts of a plurality of height support parts 22 stood on a base part 20, support metal fittings 14 which are fixed by embedding leg parts 30 made of plate materials in the upper end parts of the height support parts 22 and arranged opposite each other in parallel, and a connecting device 16 which couples the photovoltaic power generation panel frame 18 to an arbitrary lengthwise position of the support metal fittings 14. The support metal fittings 14 have a through hole 32 penetrating the plate material of a leg part 30. When the leg part 30 is embedded in the height support part 22, the support metal fittings and height support part are united while the interior of the through hole 32, both plate surfaces, and outer parts thereof are coupled in one body with concrete.

Description

本発明は、サイズが異なる様々な太陽光発電パネルに対応して確実に支持できる太陽電池パネルフレームの支持架台構造及び支持金具に関する。   The present invention relates to a support frame structure for a solar cell panel frame and a support metal fitting that can be reliably supported in correspondence with various photovoltaic power generation panels having different sizes.

温室効果ガスの排出が無くて環境負荷が小さく、しかも無尽蔵の太陽光を源として発電できる太陽光発電はクリーンエネルギーとして期待されており、需要が拡大している。特に、最近では、大規模な発電を行える原子力発電の安全性の問題及びそれに伴う電力供給不足の問題が深刻であり、高効率の太陽光発電の開発、実施に向けて社会的に関心が高まっている。太陽光発電では、光を受けて発電する太陽電池セルを複数並べて設けられた太陽電池パネルをさらに複数個並設して太陽電池アレイを構成して必要な電力が得られるようになっている。太陽電池パネルを地面上や屋根上等に設置する際には、太陽電池パネル自身の荷重を確実に支持するのは当然ながら、強風や雪、又は地震の揺れ等の外力に耐えうるように強度の高い取り付け構造が必要になる。従来、例えば、特許文献1記載のように、複数個のコンクリート製のブロックと、これらのブロック上に設けられた複数本のフレーム材から成る架台本体と、を備え、フレーム材に複数の太陽電池パネルを支持させる太陽電池モジュール設置用架台が提案されていた。また一方、特許文献2には、連結端面部に埋設されてコンクリートセグメントどうしを連結する継手金具が提案されている。特許文献2の継手金具では、連結端面と同一面になるべく設けられており連結ボルト用の貫通孔が穿設されている連結板と、この連結板の後方に設けられてアンカー部材が取り付けられている基部と、からなり、アンカー部材をコンクリートセグメントに埋め込んで取り付けられるものであった。   Solar power generation that does not emit greenhouse gases, has a low environmental impact, and can generate power from inexhaustible sunlight is expected as clean energy, and demand is growing. In particular, recently, the problem of safety of nuclear power generation that can generate large-scale power generation and the accompanying shortage of power supply have become serious, and there has been increasing social interest in the development and implementation of high-efficiency solar power generation. ing. In solar power generation, necessary power can be obtained by configuring a solar cell array by further arranging a plurality of solar cell panels provided with a plurality of solar cells that generate light by receiving light. When installing a solar panel on the ground or roof, it is natural to support the load of the solar panel itself, but it must be strong enough to withstand external forces such as strong winds, snow, or earthquake shaking. A high mounting structure is required. 2. Description of the Related Art Conventionally, for example, as described in Patent Document 1, a plurality of concrete blocks and a gantry body made of a plurality of frame members provided on these blocks are provided, and a plurality of solar cells are provided on the frame members. A solar cell module installation stand that supports a panel has been proposed. On the other hand, Patent Document 2 proposes a joint fitting that is embedded in a connecting end surface portion and connects concrete segments. In the joint fitting of Patent Document 2, a connection plate that is provided so as to be flush with the connection end surface, and a through hole for a connection bolt is formed, and an anchor member is attached to the rear of the connection plate. And an anchor member embedded in a concrete segment.

特開平11−177114号公報JP 11-177114 A 実開平2−84896号公報Japanese Utility Model Publication No. 2-84896

一般に、太陽電池パネルはその構造及び各製造メーカによってサイズが異なっていることが多い。しかしながら、特許文献1のような従来の設置用架台では、L字鋼等のフレーム材をボルトやビス等で組み付けて構成されているが、太陽電池パネルのサイズに対応させて、架台ごとにフレームの長さやボルト用の孔の位置をいちいち変更して製作せざるを得なかった。すなわち、従来の設置用架台では、設置される太陽光パネルのサイズごとに架台設計を変更する必要があった。そのため、取付けサイズの汎用性が劣り、施工作業が煩雑で作業効率も悪いとともに、太陽電池パネルのサイズごとに異なる多種類の構成部材を製造しておく必要があり、製造効率も悪く、高コスト化する問題があった。また、太陽電池パネルが風や地震等の外力を受けた際には、フレーム材等とコンクリート製のブロックとを組み付けている部分にも大きな負荷がかかることから、組み付け強度を向上させる技術の開発が望まれていた。一方、特許文献2の継手金具等では、連結時の引っ張り力等の外力に抗してコンクリート構造体との取り付け状態を強固に保持させるものであるが、継手金具等を製作する際には、アンカーを1つ1つコ字状の金属板の基部にそれぞれ溶接して取り付ける工程が必要であるから、製造が煩雑で手間及びコストがかかっていた。   In general, solar cell panels are often different in size depending on the structure and each manufacturer. However, in the conventional installation platform such as Patent Document 1, a frame material such as L-shaped steel is assembled with bolts, screws, or the like. I had to change the length and position of the holes for bolts one by one. That is, in the conventional installation stand, it was necessary to change a stand design for every size of the solar panel to be installed. Therefore, the versatility of the mounting size is inferior, the construction work is complicated and the work efficiency is bad, and it is necessary to manufacture various kinds of components different for each size of the solar cell panel, the production efficiency is also bad, and the cost is high. There was a problem. In addition, when the solar panel receives external forces such as wind or earthquake, a large load is applied to the part where the frame material and the concrete block are assembled. Was desired. On the other hand, in the joint metal fittings of Patent Document 2, the attachment state with the concrete structure is firmly held against an external force such as a pulling force at the time of connection. Since the process of welding and attaching the anchors to the bases of the U-shaped metal plates one by one is necessary, the manufacturing is complicated and labor and cost are required.

本発明は上記従来の課題に鑑みてなされたものであり、その一つの目的は、太陽光発電パネルの荷重や風雪、地震等に耐えうる高い支持強度を保持しながら、様々なサイズの太陽光発電パネルに対応して簡単に取付けることができる実用性が高い太陽光発電パネルフレームの支持架台構造及び支持金具を提供することにある。   The present invention has been made in view of the above-described conventional problems, and one object thereof is to maintain the high support strength that can withstand the load of the photovoltaic power generation panel, wind and snow, earthquakes, etc. An object of the present invention is to provide a support frame structure and a support metal fitting for a photovoltaic power generation panel frame that can be easily attached to a power generation panel and have high practicality.

上記課題を解決するために本発明は、ベース部20と該ベース部20から互いに対向して立設された複数の高さ支持部22とを有し、それらの高さ支持部22の上端部に太陽光発電パネルフレーム18が所定の傾斜角度で架設されるコンクリート製の支持架台12と、支持架台12のそれぞれの高さ支持部22の上端部に水平方向に長い板材からなる脚部30を埋め込ませて固定され、水平方向に長い案内間隙26を形成するように互いに平行に対向配置されてレール部24を構成する支持金具14と、案内間隙26に案内されるとともに、支持金具14の長手方向の任意の位置で該支持金具14と太陽光発電パネルフレーム18とを連結する連結装置16と、を備え、支持金具14は、脚部30の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔32を有し、脚部30を高さ支持部22に埋め込ませた際に、貫通孔32内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具14と高さ支持部22とを一体化させた保持構造24を構成させたことを特徴とする太陽光発電パネルフレーム10の支持架台構造から構成される。   In order to solve the above problems, the present invention has a base portion 20 and a plurality of height support portions 22 erected from the base portion 20 so as to face each other, and an upper end portion of the height support portions 22. A concrete support frame 12 on which the photovoltaic panel frame 18 is installed at a predetermined inclination angle, and a leg 30 made of a long plate material in the horizontal direction at the upper end of each height support portion 22 of the support frame 12. The support bracket 14 which is fixed by being embedded and arranged opposite to each other in parallel so as to form a long guide gap 26 in the horizontal direction and which constitutes the rail portion 24, is guided by the guide gap 26, and the length of the support bracket 14 is A connecting device 16 for connecting the support metal fitting 14 and the photovoltaic power generation panel frame 18 at an arbitrary position in the direction. The support metal fitting 14 penetrates the plate material of the leg portion 30 in the thickness direction, and the plate surfaces are connected to each other. When one or a plurality of through-holes 32 to be passed are provided and the leg portion 30 is embedded in the height support portion 22, the inside of the through-hole 32, both plate surfaces, and their outer portions are integrally coupled with concrete. In this state, the holding structure 24 is formed by integrating the support metal fitting 14 and the height support portion 22.

また、脚部30に設けられる貫通孔32は、脚部30の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられたこととしてもよい。   In addition, a plurality of through holes 32 provided in the leg portion 30 may be provided in a row at regular intervals or at irregular intervals along the longitudinal direction of the leg portion 30.

また、支持金具14はその長手方向に直交する断面が逆L字状となる逆L字部材36からなることとしてもよい。   Moreover, the support metal fitting 14 is good also as comprising the reverse L-shaped member 36 from which the cross section orthogonal to the longitudinal direction becomes reverse L-shape.

また、案内間隙26を形成するように対向した2つの支持金具14の脚部30どうしを連結する連結部38を含むこととしてもよい。   Moreover, it is good also as including the connection part 38 which connects the leg parts 30 of the two support metal fittings 14 which oppose so that the guide gap | interval 26 may be formed.

また、連結部38は、支持金具の長手方向に沿って所定の間隔で並設され、平面視で細幅となる複数の棒状部材又は板状部材39からなることとしてもよい。   The connecting portion 38 may be formed of a plurality of rod-like members or plate-like members 39 that are arranged in parallel at predetermined intervals along the longitudinal direction of the support metal fitting and become narrow in plan view.

また、支持架台12の高さ支持部22は、その高さ支持部22の側面23から凹設された切欠き凹部であり、複数の支持架台12を高さ支持部22の側面23を密着させて直列状に接続した際に、長手方向に隣接する支持金具14の端部間に連結装置16を支持金具14の案内間隙26に係合させるための上面を開口した挿入空間52を形成する挿入用凹部48と、支持金具14の長手方向と交差する横方向に貫通されて案内間隙26と外部空間を連通させた水抜き孔54を形成する水抜き用凹部50と、を同時に形成する切欠き凹部46を有することとしてもよい。   Further, the height support portion 22 of the support pedestal 12 is a notched recess formed from the side surface 23 of the height support portion 22, and the plurality of support pedestals 12 are brought into close contact with the side surface 23 of the height support portion 22. The insertion space 52 having an open upper surface for engaging the coupling device 16 with the guide gap 26 of the support fitting 14 between the ends of the support fittings 14 adjacent in the longitudinal direction is formed. Notches that simultaneously form a recess 48 for drainage and a drainage recess 50 that penetrates in the lateral direction intersecting the longitudinal direction of the support fitting 14 and forms a drainage hole 54 that communicates the guide gap 26 with the external space. It is good also as having the recessed part 46. FIG.

さらに本発明は、上記記載の太陽光発電パネルフレームの支持架台構造10に用いられ、支持架台12のそれぞれの高さ支持部22の上端部に水平状に長い板材からなる脚部30を埋め込ませて固定され、水平方向に長い案内間隙26を形成するように互いに平行に対向配置されてレール部24を構成する支持金具であって、脚部30の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔32を有し、脚部30を高さ支持部22に埋め込ませた際に、貫通孔32内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具14と高さ支持部22とを一体化させた保持構造34を構成させることを特徴とする太陽光発電パネルフレームの支持金具14から構成される。   Furthermore, the present invention is used in the support frame structure 10 of the photovoltaic power generation panel frame described above, and a leg portion 30 made of a long plate material is embedded horizontally at the upper end portion of each height support portion 22 of the support frame 12. The support brackets that are fixed in parallel and are arranged opposite to each other in parallel so as to form a long guide gap 26 in the horizontal direction and constitute the rail portion 24, and the plate material of the leg portion 30 is penetrated in the thickness direction so that the plate surfaces are One or a plurality of through-holes 32 communicating with each other, and when the leg portion 30 is embedded in the height support portion 22, the inside of the through-hole 32, both plate surfaces, and their outer portions are integrally joined with concrete. A holding structure 34 in which the support metal fitting 14 and the height support portion 22 are integrated together is configured in the state of being made up.

また、脚部30に設けられる貫通孔32は、支持金具14の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられたこととしてもよい。   Further, a plurality of through holes 32 provided in the leg portion 30 may be provided in a row at equal intervals or unequal intervals along the longitudinal direction of the support fitting 14.

また、長手方向に直交する断面が逆L字状となる逆L字部材36からなることとしてもよい。   Moreover, it is good also as comprising the reverse L-shaped member 36 from which the cross section orthogonal to a longitudinal direction becomes reverse L-shape.

また、案内間隔26を形成する2つの支持金具14の脚部30どうしを連結部38を介して連結したこととしてもよい。   Further, the leg portions 30 of the two support fittings 14 forming the guide interval 26 may be connected via the connecting portion 38.

また、連結部38は、支持金具14の長手方向に沿って所定の間隔で並設され、平面視で細幅に形成された複数の棒状部材又は板状部材からなることとしてもよい。   Moreover, the connection part 38 is good also as consisting of the several rod-shaped member or plate-shaped member which were arranged in parallel along the longitudinal direction of the support metal fitting 14 at predetermined intervals, and were formed narrowly by planar view.

本発明の太陽光発電パネルの支持架台構造によれば、ベース部と該ベース部から互いに対向して立設された複数の高さ支持部とを有し、それらの高さ支持部の上端部に太陽光発電パネルフレームが所定の傾斜角度で架設されるコンクリート製の支持架台と、支持架台のそれぞれの高さ支持部の上端部に水平方向に長い板材からなる脚部を埋め込ませて固定され、水平方向に長い案内間隙を形成するように互いに平行に対向配置されてレール部を構成する支持金具と、案内間隙に案内されるとともに、支持金具の長手方向の任意の位置で該支持金具と太陽光発電パネルフレームとを連結する連結装置と、を備え、支持金具は、脚部の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔を有し、脚部を高さ支持部に埋め込ませた際に、貫通孔内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具と高さ支持部とを一体化させた保持構造を構成させたことから、支持金具を支持架台の高さ支持部に強固に埋め込み固定させることができ、太陽光発電パネルフレームから引っ張り力等の外力が作用しても該固定状態を確実に保持して良好に支持金具を保持できると同時に、製造メーカ等で異なる様々なサイズの太陽光発電パネルに簡易に対応させて支持することができる。また、支持金具の脚部を利用して保持構造を構成するので、支持金具の製造時にはアンカー鉄筋の溶接作業等を工程が不要であり、簡単な構成で低コストで製造できる。   According to the support frame structure of the photovoltaic power generation panel of the present invention, the solar power generation panel has a base portion and a plurality of height support portions erected from the base portion so as to face each other, and an upper end portion of the height support portions. A concrete support frame on which the photovoltaic panel frame is installed at a predetermined inclination angle and a leg portion made of a long plate material in the horizontal direction is fixed at the upper end of each height support portion of the support frame. A support fitting that is arranged in parallel with each other so as to form a long guide gap in the horizontal direction and constitutes a rail portion, and is guided by the guide gap and at any position in the longitudinal direction of the support fitting, A support device for connecting the photovoltaic power generation panel frame, and the support bracket has one or a plurality of through-holes that allow the plate material of the leg portion to penetrate in the thickness direction and communicate between the plate surfaces. The part is buried in the height support part The support bracket is constructed by integrating the support bracket and the height support portion in a state where the inside of the through hole, both plate surfaces and their outer portions are integrally joined with concrete. Can be firmly embedded and fixed in the height support part of the support frame, and even if an external force such as a pulling force is applied from the photovoltaic panel frame, the fixed state can be reliably maintained and the support bracket can be held well. At the same time, it can be easily supported by various sizes of photovoltaic power generation panels that are different depending on the manufacturer. In addition, since the holding structure is configured using the legs of the support metal, no process is required for welding the anchor rebar or the like when manufacturing the support metal, and it can be manufactured at a low cost with a simple configuration.

また、脚部に設けられる貫通孔は、脚部の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられ構成とすることにより、支持金具自体の強度を保持しながら、水平方向に長く形成される支持金具と高さ支持部との一体結合を強固なものとし、構造全体の強度を向上させうる。   In addition, the plurality of through holes provided in the leg portions are arranged in a row at regular intervals or unequal intervals along the longitudinal direction of the leg portions, so that the strength of the support bracket itself is maintained while maintaining the strength. The strength of the entire structure can be improved by strengthening the integral connection between the support metal and the height support formed long in the direction.

また、支持金具はその長手方向に直交する断面が逆L字状となる逆L字部材からなる構成とすることにより、支持金具を簡単な構造で実現でき、低コストで製造できる。   Moreover, the support metal fitting can be realized with a simple structure and can be manufactured at low cost by adopting a configuration comprising an inverted L-shaped member having a cross-section perpendicular to the longitudinal direction thereof having an inverted L-shape.

また、案内間隙を形成するように対向した2つの支持金具の脚部どうしを連結する連結部を含む構成とすることにより、支持架台の型枠での成型時に高さ支持部の上端部となる部分に支持金具を配置させた状態でコンクリートに埋め込み固定する際に、対向する支持金具の所定の間隙を保持して互いにずれるのを防止し、確実に案内間隙を形成させた適切な設置位置で支持金具を固定できる。   Further, by including a connecting portion that connects the legs of the two supporting metal fittings that face each other so as to form a guide gap, it becomes the upper end portion of the height supporting portion when the support frame is molded in the mold. When embedding and fixing in concrete with the support brackets placed in the part, it is possible to hold the predetermined gaps of the opposite support brackets and prevent them from shifting from each other, and at an appropriate installation position that reliably forms the guide gaps Support bracket can be fixed.

また、連結部は、支持金具の長手方向に沿って所定の間隔で並設され、平面視で細幅となる複数の棒状部材又は板状部材からなる構成とすることにより、支持架台の型枠での成型時に高さ支持部の上端部となる部分に支持金具を配置させた状態でコンクリートに埋め込み固定する際に、連結部と打設したコンクリートとの間に空気が残ることがなく、コンクリート中に空気が残って支持架台が弱体化するのを確実に防止しながら支持金具の間隙を保持できる。   Further, the connecting portion is arranged in parallel at a predetermined interval along the longitudinal direction of the support metal fitting, and is configured by a plurality of rod-like members or plate-like members having a narrow width in a plan view. When embedding and fixing in concrete with support metal fittings placed at the upper end of the height support part when molding in, there is no air left between the connecting part and the placed concrete. The gap between the support brackets can be maintained while reliably preventing air from remaining therein and weakening the support frame.

また、支持架台の高さ支持部は、その高さ支持部の側面から凹設された切欠き凹部であり、複数の支持架台を高さ支持部の側面を密着させて直列状に接続した際に、長手方向に隣接する支持金具の端部間に連結装置を支持金具の案内間隙に係合させるための上面を開口した挿入空間を形成する挿入用凹部と、支持金具の長手方向と交差する横方向に貫通されて案内間隙と外部空間を連通させた水抜き孔を形成する水抜き用凹部と、を同時に形成する切欠き凹部を有する構成とすることにより、複数の支持架台を直列状に接続した際に切欠き凹部を介して連結装置を簡便にレール部に挿入でき施工性が良いとともに、レール部の溝部内に雨水等が入っても水抜き孔を介してスムーズに外部に排水できる。   In addition, the height support part of the support frame is a notch recess recessed from the side surface of the height support part, and when a plurality of support frames are connected in series with the side surfaces of the height support unit being in close contact with each other Further, an insertion recess forming an insertion space having an upper surface opened for engaging the coupling device with the guide gap of the support fitting between the ends of the support fitting adjacent in the longitudinal direction intersects the longitudinal direction of the support fitting. A plurality of support platforms are connected in series by having a notch recess that simultaneously forms a drainage recess that forms a drainage hole that is penetrated in the lateral direction and communicates the guide gap and the external space. When connected, the connecting device can be easily inserted into the rail part through the notch recess, and the workability is good, and even if rainwater enters the groove of the rail part, it can be drained smoothly through the drain hole. .

さらに本発明の支持金具によれば、上記記載の太陽光発電パネルフレームの支持架台構造に用いられ、支持架台のそれぞれの高さ支持部の上端部に水平状に長い板材からなる脚部を埋め込ませて固定され、水平方向に長い案内間隙を形成するように互いに平行に対向配置されてレール部を構成する支持金具であって、脚部の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔を有し、脚部を高さ支持部に埋め込ませた際に、貫通孔内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具と高さ支持部とを一体化させた保持構造を構成させることから、太陽光発電パネルフレームから引っ張り力等の外力が作用しても該固定状態を確実に保持して良好に支持金具を保持できると同時に、製造メーカ等で異なる様々なサイズの太陽光発電パネルに簡易に対応させて支持することができる。また、支持金具の脚部を利用して保持構造を構成するので、支持金具の製造時にはアンカー鉄筋の溶接作業等を工程が不要であり、簡単な構成で低コストで製造できる。   Furthermore, according to the support metal fitting of the present invention, it is used for the support frame structure of the photovoltaic power generation panel frame described above, and a leg portion made of a long plate material is embedded horizontally at the upper end portion of each height support portion of the support frame. Support brackets that are fixed in parallel and arranged parallel to each other so as to form a long guide gap in the horizontal direction to form a rail portion, and the plate material of the leg portion is penetrated in the thickness direction so that the plate surfaces communicate with each other. Support metal fittings with one or more through-holes, and when the legs are embedded in the height support, the inside of the through-holes, both plate surfaces and their outer parts are integrally joined with concrete. And a support structure that integrates the height support part, so that even if external force such as pulling force is applied from the photovoltaic panel frame, the fixed state is securely held and the support bracket is held well. At the same time manufacturing It can be supported so as to correspond to the simple to the photovoltaic panels of different sizes differ over mosquitoes like. In addition, since the holding structure is configured using the legs of the support metal, no process is required for welding the anchor rebar or the like when manufacturing the support metal, and it can be manufactured at a low cost with a simple configuration.

また、脚部に設けられる貫通孔は、支持金具の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられた構成とすることにより、支持金具自体の強度を保持しながら、水平方向に長く形成される支持金具と高さ支持部との一体結合を強固なものとし、支持架台構造全体の強度を向上させうる。   In addition, the through-holes provided in the leg portions are configured to be provided in a plurality of rows at regular intervals or unequal intervals along the longitudinal direction of the support bracket, while maintaining the strength of the support bracket itself, It is possible to enhance the strength of the entire support gantry structure by strengthening the integral connection between the support metal and the height support portion formed long in the horizontal direction.

また、長手方向に直交する断面が逆L字状となる逆L字部材からなる構成とすることにより、支持金具を簡単な構造で実現でき、低コストで製造できる。   Further, by adopting a configuration made of an inverted L-shaped member having a cross-section perpendicular to the longitudinal direction having an inverted L shape, the support fitting can be realized with a simple structure and manufactured at low cost.

また、案内間隔を形成する2つの支持金具の脚部どうしを連結部を介して連結した構成とすることにより、支持架台の型枠での成型時に高さ支持部の上端部となる部分に支持金具を配置させた状態でコンクリートに埋め込み固定する際に、対向する支持金具の所定の間隙を保持して互いにずれるのを防止し、確実に案内間隙を形成させた適切な設置位置で支持金具を固定できる。   Also, by supporting the legs of the two support brackets that form the guide interval via the connecting part, it is supported by the part that will be the upper end of the height support part when molding the support frame in the formwork. When embedding and fixing in concrete with the metal fittings in place, the support metal fittings are held at an appropriate installation position that ensures that a guide gap is formed by maintaining a predetermined gap between the opposite support metal fittings to prevent them from shifting from each other. Can be fixed.

また、連結部は、支持金具の長手方向に沿って所定の間隔で並設され、平面視で細幅に形成された複数の棒状部材又は板状部材からなる構成とすることにより、支持架台の型枠での成型時に高さ支持部の上端部となる部分に支持金具を配置させた状態でコンクリートに埋め込み固定する際に、連結部と打設したコンクリートとの間に空気が残ることがなく、コンクリート中に空気が残って支持架台が弱体化するのを確実に防止しながら支持金具の間隙を保持できる。   In addition, the connecting portion is arranged in parallel at a predetermined interval along the longitudinal direction of the support metal fitting, and is constituted by a plurality of rod-like members or plate-like members formed narrow in plan view. There is no air left between the connecting part and the cast concrete when it is embedded and fixed in concrete with a support fitting placed in the upper end part of the height support part when molding with the mold The gap between the support brackets can be maintained while reliably preventing air from remaining in the concrete and weakening the support frame.

本発明の一実施形態に係る太陽光発電パネルフレームの支持架台構造の側面図である。It is a side view of the support stand structure of the photovoltaic power generation panel frame concerning one embodiment of the present invention. 図1の太陽光発電パネルフレームの支持架台構造の要部縦断面図を拡大図である。FIG. 2 is an enlarged view of a longitudinal sectional view of a main part of the support frame structure of the photovoltaic panel frame in FIG. 1. 図1の太陽光発電パネルフレームの支持架台構造の斜視図である。It is a perspective view of the support stand structure of the photovoltaic power generation panel frame of FIG. 図1の太陽光発電パネルフレームの支持架台構造の一部拡大斜視図である。FIG. 2 is a partially enlarged perspective view of a support frame structure of the photovoltaic power generation panel frame of FIG. 1. 図1の太陽光発電パネルフレームの支持架台構造のA−A線断面の一部拡大図である。It is a partially expanded view of the AA line cross section of the support stand structure of the photovoltaic power generation panel frame of FIG. 図1の太陽光発電パネルフレームの支持架台構造に用いられる支持金具の斜視図である。It is a perspective view of the support metal fitting used for the support stand structure of the photovoltaic power generation panel frame of FIG. 図6の支持金具の底部から見た斜視図である。It is the perspective view seen from the bottom part of the support metal fitting of FIG. 図6の支持金具の一部拡大平面図である。FIG. 7 is a partially enlarged plan view of the support metal fitting of FIG. 6. 図1の太陽光発電パネルフレームの支持架台構造の一部拡大側面図である。It is a partially expanded side view of the support frame structure of the photovoltaic power generation panel frame of FIG. 図1の太陽光発電パネルフレームの支持架台構造の支持架台の接続部周辺の一部拡大斜視図である。FIG. 2 is a partially enlarged perspective view of the periphery of a connection portion of a support frame of the support frame structure of the photovoltaic power generation panel frame of FIG. 1. 図1の太陽光発電パネルフレームの支持架台構造の支持架台の接続部周辺の一部拡大正面図である。FIG. 2 is a partially enlarged front view of the periphery of a connection portion of a support frame of the support frame structure of the photovoltaic power generation panel frame of FIG. 1. 他の実施例の太陽光発電パネルフレームの支持架台構造の要部縦断面の拡大図である。It is an enlarged view of the principal part longitudinal cross-section of the support stand structure of the photovoltaic power generation panel frame of another Example.

以下添付図面を参照しつつ本発明の太陽光発電パネルの支持架台構造及び支持金具の実施形態について説明する。本発明に係る太陽光発電パネル取付架台装置及び支持金具は、太陽光発電パネルのサイズが異なっていても制限されることなく簡単かつ確実に該太陽光発電パネルを支持させることができ、小規模から大規模な太陽光発電施設として幅広く適用できるものである。図1ないし図11は、本発明の太陽光発電パネルの支持架台装置及び支持金具の一実施形態を示している。図1、図2、図3に示すように、本実施形態において、太陽光発電パネルフレームの支持架台構造10は、コンクリート製の支持架台12と、支持架台12に埋め込まれる支持金具14と、支持金具14との太陽光発電パネルフレーム(以下、単に「フレーム」ともいう)18とを連結する連結装置16と、を備えている。   DESCRIPTION OF EMBODIMENTS Embodiments of a support base structure for a photovoltaic power generation panel and a support metal fitting according to the present invention will be described below with reference to the accompanying drawings. The photovoltaic power generation panel mounting base device and the support metal fitting according to the present invention can support the photovoltaic power generation panel easily and reliably without limitation even if the size of the photovoltaic power generation panel is different. It can be widely applied as a large-scale solar power generation facility. FIG. 1 thru | or FIG. 11 has shown one Embodiment of the support stand apparatus and support metal fitting of the photovoltaic power generation panel of this invention. As shown in FIGS. 1, 2, and 3, in the present embodiment, a support base structure 10 for a photovoltaic power generation panel frame includes a concrete support base 12, a support metal 14 embedded in the support base 12, and a support And a connecting device 16 for connecting the solar power generation panel frame (hereinafter also simply referred to as “frame”) 18 to the metal fitting 14.

太陽光発電パネルSPは、例えば、複数の太陽電池セルを並べて薄い平板状にパネル化されている。本実施形態では、設置現場にて必要な発電量に応じて複数の太陽光発電パネルSPをアレイ状に並列させて大型パネル化される。太陽光発電パネルSPを取り付けるためのフレーム18は、例えば、複数のコ字形鋼等のチャネル材からなり、所定の間隔で配置されて、太陽光発電パネルSPの周枠にボルト等の締着部材によって締結することにより該太陽光発電パネルを支持している。フレーム18には、例えば、連結装置16と連結するためのボルト締結用の孔が穿孔されている。なお、フレーム18は、例えば、筒状、板形状、I形状、H形状、C形状、溝形形状、U字形状等のその他任意のものでもよく、太陽光発電パネルの構造に応じて形成されるとよい。   For example, the solar power generation panel SP is formed into a thin flat plate by arranging a plurality of solar cells. In the present embodiment, a plurality of photovoltaic power generation panels SP are arranged in parallel in an array according to the amount of power generation required at the installation site, so that a large panel is formed. The frame 18 for attaching the photovoltaic power generation panel SP is made of, for example, a plurality of channel materials such as U-shaped steel, and is arranged at a predetermined interval, and is a fastening member such as a bolt on the peripheral frame of the photovoltaic power generation panel SP. The solar power generation panel is supported by fastening by the above. For example, a bolt fastening hole for connecting to the connecting device 16 is drilled in the frame 18. Note that the frame 18 may be any other shape such as a cylindrical shape, a plate shape, an I shape, an H shape, a C shape, a groove shape, or a U shape, and is formed according to the structure of the photovoltaic power generation panel. Good.

支持架台12は、例えば、コンクリートで所定の形状に形成されており、地面上等に設置され、太陽光発電パネルSPを下から受けるための基台である。本実施形態では、図1、図2、図3に示すように、支持架台12は、例えば、予め工場等で成型した二次製品からなり、地面上に設置される平面視略矩形状のベース部20と、ベース部20の前後一対の端縁側から互いに対向して略鉛直状に立設された2つの高さ支持部22と、を有している。2つの高さ支持部22は、上端高さが異なって設けられており、それらの高低差がある上端部にフレーム18が所定の傾斜角度(例えば、20〜30度)で架設され、後述の支持金具14及び連結装置を介して該フレーム18が支持架台12に支持される。フレーム18の低位を支持する低位側の高さ支持部22aと高位側を支持する高さ支持部22bとの対向間隙には、側方を開放した側面視台形状の中空空間が形成されている。高さ支持部22は、例えば、矩形壁状に形成されており、それぞれの上端部は水平方向に向けて直線状に長い水平面で形成されている。さらに、低位側の高さ支持部22aの上端部と高位側の高さ支持部22bの上端部の長手方向が互いに平行になっている。図3に示すように、例えば、複数個の支持架台12が、高さ支持部22の側面23どうしを密着させて該高さ支持部の上端部どうしを長手方向に接続するとともに、中空空間を連通させて直列状に並べて配置されている。なお、支持架台12どうしは、例えば、図示しない継手やボルト・ナット等の任意の連結構造によって連結される。図4、図9に示すように、支持架台12の高さ支持部22の側面23の上端部近傍には、後述する切欠き凹部46が設けられている。なお、支持架台12の構造は本実施形態のものに限定されない。例えば、支持架台の高さ支持部22は、壁状のものに限らず、横向きに貫通した孔を形成してもよいし、板状や柱状等、その他任意形状でも良く、その高さも太陽光発電パネルを設置する高さ位置、傾斜角度等の設計に応じて任意に設定してもよい。また、例えば、高さが異なる複数の高さ支持部を別々の部材で構成しておき、それらの部材を現場打ちコンクリートで形成したベース部で一体化して形成することとしてもよい。また、例えば、高さ支持部を3つ以上の複数個立設して太陽光発電パネルフレームを支持することとしてもよい。また、図12に示すように、高さ支持部の上端部をフレームの傾斜角度に対応する傾斜面で形成してもよい。   The support frame 12 is made of concrete, for example, in a predetermined shape, and is a base for receiving the photovoltaic power generation panel SP from below by being installed on the ground or the like. In this embodiment, as shown in FIGS. 1, 2, and 3, the support base 12 is made of, for example, a secondary product molded in advance in a factory or the like, and is a base having a substantially rectangular shape in plan view that is installed on the ground. Part 20 and two height support parts 22 erected substantially vertically from the pair of front and rear edge sides of base part 20. The two height support portions 22 are provided with different upper end heights, and a frame 18 is installed at a predetermined inclination angle (for example, 20 to 30 degrees) on an upper end portion having a height difference between them, which will be described later. The frame 18 is supported by the support base 12 via the support metal fitting 14 and the connecting device. A hollow space having a trapezoidal shape as viewed from the side is formed in the opposing gap between the lower height support portion 22a that supports the lower position of the frame 18 and the height support portion 22b that supports the higher position. . The height support portion 22 is formed in, for example, a rectangular wall shape, and each upper end portion is formed in a horizontal plane that is linearly long in the horizontal direction. Furthermore, the longitudinal directions of the upper end portion of the lower height support portion 22a and the upper end portion of the higher height support portion 22b are parallel to each other. As shown in FIG. 3, for example, a plurality of support bases 12 closely connect the side surfaces 23 of the height support portion 22 to connect the upper end portions of the height support portion in the longitudinal direction, They are communicated and arranged in series. The support bases 12 are connected to each other by, for example, an arbitrary connection structure such as a joint, a bolt, or a nut (not shown). As shown in FIGS. 4 and 9, a notch recess 46 described later is provided in the vicinity of the upper end portion of the side surface 23 of the height support portion 22 of the support base 12. In addition, the structure of the support stand 12 is not limited to the thing of this embodiment. For example, the height support portion 22 of the support frame is not limited to a wall shape, and may form a hole penetrating in the horizontal direction, or may be any other shape such as a plate shape or a column shape, and the height thereof is also sunlight. You may set arbitrarily according to designs, such as the height position and inclination angle which install a power generation panel. Further, for example, a plurality of height support portions having different heights may be formed of separate members, and these members may be formed integrally with a base portion formed of cast-in-place concrete. In addition, for example, a plurality of height support portions may be provided in a standing manner to support the photovoltaic panel frame. Moreover, as shown in FIG. 12, you may form the upper end part of a height support part in the inclined surface corresponding to the inclination angle of a flame | frame.

図1、図2に示すように、支持金具14は、支持架台12のそれぞれの高さ支持部22の上端部に固定されてレール部24を構成し、フレーム18をレール部の長手方向の所定の位置に支持させる支持金具である。図6、図7に示すように、支持金具14は、例えば、一方に長く形成されており、その長手方向を水平方向に向け、かつ高さ支持部22の上端部の長手方向に沿って設定される。図2、図4に示すように、本実施形態では、支持金具14は、2個1対の支持金具を水平方向に長い案内間隙26を形成するように所定の間隙で互いに平行に対向配置されて、水平方向に長いレール部24を構成する。支持金具14は、レール部24を構成することにより、連結装置16と協働してフレーム18の支持位置を自在に変更できるようになっており、太陽光発電パネルSPのサイズに応じてフレーム18の取付位置を自在に変更、調整できる調整手段として機能する。なお、支持金具14の長手方向長さと、高さ支持部22の上端部の長手方向長さと、を略同じ長さとしてもよい。また、支持金具14の長手方向長さを、高さ支持部22の上端部の長手方向長さよりも短く形成し、複数の支持金具を長手方向に接続することとしてもよい。図2、図5に示すように、支持金具14は、連結装置16と係合するレール部本体を構成するための水平方向に長い係合部28と、係合部28から垂設状に縦方向に形成された水平方向に長い板材からなる脚部30と、を一体的に備えている。支持金具14は、支持架台12のそれぞれの高さ支持部22の上端部に脚部30を埋め込ませて固定されている。支持金具14は、脚部30の板材を厚み方向に貫通させ、脚部板面どうしを連通させる貫通孔32を有している。該貫通孔32付きの脚部30をコンクリートで形成される高さ支持部22に埋め込ませた状態では、貫通孔32内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具14と高さ支持部22とを一体化させて保持構造34を構成している。支持金具14は、脚部30自体がアンカー手段を構成しており、保持構造34において貫通孔32を介して脚部両板面側のコンクリートを一体結合させることにより、太陽光発電パネルフレームから受ける引っ張り力に抗して該支持金具14と支持架台12との固定状態を強固に保持する。   As shown in FIGS. 1 and 2, the support fitting 14 is fixed to the upper end portion of each height support portion 22 of the support base 12 to form a rail portion 24, and the frame 18 is fixed in the longitudinal direction of the rail portion. It is a support metal fitting supported at the position. As shown in FIGS. 6 and 7, the support fitting 14 is formed long, for example, on one side, and the longitudinal direction thereof is set in the horizontal direction and is set along the longitudinal direction of the upper end portion of the height support portion 22. Is done. As shown in FIGS. 2 and 4, in this embodiment, the support fittings 14 are arranged so that two pairs of support fittings face each other in parallel with a predetermined gap so as to form a long guide gap 26 in the horizontal direction. Thus, the rail portion 24 that is long in the horizontal direction is formed. The support metal fitting 14 constitutes the rail portion 24 so that the support position of the frame 18 can be freely changed in cooperation with the coupling device 16, and the frame 18 is adapted to the size of the photovoltaic power generation panel SP. It functions as an adjusting means that can freely change and adjust the mounting position. Note that the length in the longitudinal direction of the support fitting 14 and the length in the longitudinal direction of the upper end portion of the height support portion 22 may be substantially the same length. Further, the longitudinal length of the support fitting 14 may be formed shorter than the longitudinal length of the upper end portion of the height support portion 22, and a plurality of support fittings may be connected in the longitudinal direction. As shown in FIG. 2 and FIG. 5, the support metal fitting 14 includes an engaging portion 28 that is long in the horizontal direction for constituting a rail portion main body that engages with the coupling device 16, and a vertically extending shape from the engaging portion 28. And a leg 30 made of a long plate in the horizontal direction. The support fittings 14 are fixed by embedding leg portions 30 at the upper end portions of the respective height support portions 22 of the support base 12. The support metal fitting 14 has a through hole 32 that allows the plate material of the leg portion 30 to penetrate in the thickness direction and allows the leg plate surfaces to communicate with each other. In the state where the leg portion 30 with the through hole 32 is embedded in the height support portion 22 formed of concrete, the inside of the through hole 32 and both plate surfaces and their outer portions are supported integrally with the concrete. The holding structure 34 is configured by integrating the metal fitting 14 and the height support portion 22. The support fitting 14 is received by the photovoltaic power generation panel frame by the leg 30 itself constituting anchor means, and by integrally bonding the concrete on the both sides of the leg through the through holes 32 in the holding structure 34. The fixed state of the support fitting 14 and the support base 12 is firmly held against the pulling force.

本実施形態では、支持金具14は、図2、図6、図7に示すように、例えば、その長手方向に直交する断面が逆L字状となる逆L字部材36からなる。逆L字部材36は、例えば、一方に長い金属板を端面視L字状に曲折して設けられており、逆L字の水平方向の横板部が係合部28となり、該横板部から略直角状に曲折された縦方向の側板部が脚部30となる。脚部30には、該脚部の下部位において複数の貫通孔32が該脚部の長手方向に沿って等間隔で列状に設けられている。図5にも示すように、それぞれの貫通孔30は、例えば、脚部の縦方向長さの略半分程度の直径の大きさの円形孔で設定されており、ある程度広い面積で形成されている。すなわち、脚部30の貫通孔32内にコンクリートが充填されて一体結合されて連結強度を強固としている。   In the present embodiment, as shown in FIGS. 2, 6, and 7, the support fitting 14 includes, for example, an inverted L-shaped member 36 whose cross section perpendicular to the longitudinal direction is an inverted L shape. The inverted L-shaped member 36 is provided, for example, by bending a long metal plate on one side in an L-shape when viewed from the end, and the horizontal plate portion of the inverted L shape in the horizontal direction becomes the engaging portion 28, and the horizontal plate portion A side plate portion in the vertical direction bent substantially perpendicularly from the side becomes the leg portion 30. The leg portion 30 is provided with a plurality of through holes 32 at regular intervals along the longitudinal direction of the leg portion at a lower portion of the leg portion. As shown in FIG. 5, each through hole 30 is, for example, a circular hole having a diameter that is approximately half the length of the leg portion in the vertical direction, and is formed with a certain wide area. . In other words, the concrete is filled into the through holes 32 of the leg portions 30 and is integrally coupled to strengthen the connection strength.

逆L字部材36からなる支持金具14は、高さ支持部22の上端部に2個1対で互いに横板部を内向きに向けて所定の間隙で対向されてレール部24を構成している。具体的には、支持金具14は、横板部からなる係合部28の上面が高さ支持部22の上端部の水平面と略面一状になるように埋設され、該係合部28の突出端どうしの間に細長のスリット29が形成されている。同時に側板部からなる脚部30は、外面側全体はコンクリートに結合されている。脚部30の対向内側の上部側ではコンクリートが充填されず溝部31が形成されると同時に、脚部30の貫通孔32が穿孔される下部側全体はコンクリート中に完全に埋没され、貫通孔32内と両板面側とのコンクリートが一体的に結合されている。係合部28の下方に形成される溝部31は、脚部30の上部で側壁が形成され、底壁31bは該脚部30の下部を埋め込んだコンクリートで形成されている。これにより、高さ支持部に埋め込まれる脚部30では、支持金具14の引っ張り方向に交差する方向に該高さ支持部22を構成するコンクリートの一部がクサビ状に貫通配置されることによって、アンカー機能として有効に作用する。一方、係合部28側に近い脚部30の上部の対向間隙で構成される溝部31は、連結装置16の連結用間隙及びスライド移動用のレール間隙として中空に保持されている。なお、支持金具の形状は逆L字状のものに限らず、任意の形状でもよい。また、複数の貫通孔は、全て同じ大きさ、形状で設けてもよいが、それぞれ異なる大きさ、形状としてもよい。また、貫通孔は、1個のみ形成してもよいし、脚部30の縦方向に複数個並ぶように設けてもよい。   The support metal fixture 14 composed of the inverted L-shaped member 36 is configured to form a rail portion 24 that is opposed to the upper end portion of the height support portion 22 with a predetermined gap with the horizontal plate portions facing each other inward. Yes. Specifically, the support fitting 14 is embedded so that the upper surface of the engaging portion 28 formed of a horizontal plate portion is substantially flush with the horizontal surface of the upper end portion of the height supporting portion 22. An elongated slit 29 is formed between the protruding ends. At the same time, the leg portion 30 made of the side plate portion is joined to the concrete on the entire outer surface side. On the upper side of the opposite side of the leg 30, the concrete is not filled and the groove 31 is formed. At the same time, the entire lower side where the through hole 32 of the leg 30 is drilled is completely buried in the concrete, and the through hole 32. The concrete on the inside and on both sides is integrally joined. The groove portion 31 formed below the engaging portion 28 has a side wall formed at the upper portion of the leg portion 30, and the bottom wall 31 b is formed of concrete in which the lower portion of the leg portion 30 is embedded. Thereby, in the leg part 30 embedded in the height support part, a part of the concrete constituting the height support part 22 is penetratingly arranged in a wedge shape in a direction crossing the pulling direction of the support metal fitting 14. It works effectively as an anchor function. On the other hand, the groove portion 31 formed by the opposing gap at the upper part of the leg portion 30 close to the engaging portion 28 side is held hollow as a coupling gap of the coupling device 16 and a rail gap for sliding movement. The shape of the support fitting is not limited to an inverted L shape, and may be any shape. The plurality of through holes may all be provided with the same size and shape, but may have different sizes and shapes. Further, only one through hole may be formed, or a plurality of through holes may be arranged in the longitudinal direction of the leg portion 30.

本実施形態では、図7、図8に示すように、案内間隙26を形成するように対向配置した2つの支持金具14は、連結部38を介して脚部30どうしを互いに連結されている。支持金具14は、例えば、型枠で支持架台12を成型する際にその高さ支持部22の上端部となる部分に該支持金具14を所定の間隙で対向配置させた状態で生コンクリートを該型枠内に打設して、高さ支持部22の上端部に埋め込まれる。この際、支持金具14どうしを連結部38により連結しておくことでコンクリート打設時に該支持金具14が位置ずれしたりするのを良好に防止でき、案内間隙26を確実に保持した状態で適切な位置に固定することができる。連結部38は、例えば、平面視で細幅となるように板面を縦に立てて配置され、両端を支持金具14の脚部30にスポット溶接で連結される複数の板状部材39からなり、それらの板状部材39が支持金具14の長手方向に沿って所定の間隔で並設されている。基本的には連結部38の構造は任意でよいが、例えば、連結部を平面視で広い面積で形成すると、連結部と高さ支持部を形成するコンクリートとの間に空気が残留するおそれがある。コンクリート構造物中に空気が入ると、構造の弱体化や早期破損の要因となる。本実施形態のように、連結部を平面視で細幅の部材で設けることにより、連結部と高さ支持部のコンクリートとの間に空気が溜まることを防止して、強固な一体連結構造を実現できる。なお、連結部は、例えば、細い丸鋼等の棒状部材でもよい。また、連結部38は必ずしも必要とせず、例えば型枠やその他の任意の手段で、対向配置される2つの支持金具14の対向間隙を保持することとしてもよい。   In the present embodiment, as shown in FIGS. 7 and 8, the two support fittings 14 arranged to face each other so as to form the guide gap 26 are connected to each other by the leg portions 30 via the connecting portion 38. For example, when the support bracket 14 is molded with a mold, the support bracket 14 is made of the ready-mixed concrete in a state where the support bracket 14 is disposed to face the upper end portion of the height support portion 22 with a predetermined gap. It is placed in the mold and embedded in the upper end portion of the height support portion 22. At this time, by connecting the support fittings 14 by the connecting portion 38, it is possible to satisfactorily prevent the support fittings 14 from being displaced when the concrete is placed, and the guide gaps 26 are properly held in an appropriate state. Can be fixed at any position. For example, the connecting portion 38 is composed of a plurality of plate-like members 39 that are arranged with their plate surfaces vertically arranged so as to be narrow in plan view, and whose both ends are connected to the leg portions 30 of the support fitting 14 by spot welding. These plate-like members 39 are juxtaposed at predetermined intervals along the longitudinal direction of the support fitting 14. Basically, the structure of the connecting portion 38 may be arbitrary. For example, if the connecting portion is formed with a large area in plan view, there is a possibility that air may remain between the connecting portion and the concrete forming the height supporting portion. is there. If air enters the concrete structure, the structure will be weakened and prematurely damaged. As in this embodiment, by providing the connecting portion with a narrow member in plan view, air is prevented from accumulating between the connecting portion and the concrete of the height supporting portion, and a strong integrated connecting structure is achieved. realizable. The connecting portion may be a rod-shaped member such as a thin round steel. Moreover, the connection part 38 is not necessarily required, For example, it is good also as holding | maintaining the opposing gap | interval of the two support metal fittings 14 opposingly arranged by a formwork or other arbitrary means.

図1、図2、図4に示すように、連結装置16は、支持金具14が形成したレール部24の案内間隙26に案内されて支持金具14の長手方向に沿って移動可能となるとともに、支持金具14の長手方向の任意の位置で該支持金具14とフレーム18とを連結する連結手段である。本実施形態では、連結装置16は、例えば、フレーム18を所定の傾斜角度で受ける止め金具としてのブラケット40と、ボルト及びナットからなる締結部材42、44と、を含む。ブラケット40は、例えば、金属板を所定形状に折り曲げて形成されており、矩形状の底板部401と、底板部401の一対の対向する辺から異なる高さで立ち上がる2つの縦支持板部402と、それぞれの縦支持板部402の上端からフレーム18の傾斜角度に対応して傾斜された傾斜受板部403と、が一体的に設けられている。傾斜受板部403は、フレーム18を設定する傾斜角度に対応した傾斜角度(例えば、20〜30度)に設定されている。傾斜受板部403には、ボルト孔が設けられており、フレーム18に設けられたボルト孔と位置合わせされて締結部材44で連結される。ブラケット40の底板部401にはボルト孔が設けられており、ブラケットの底板部401と支持金具14とが締結部材42を介して連結される。締結部材42は、そのボルトの拡大された基部をレール部の案内間隙26を構成する支持金具14間の溝部31内に収容した状態で係合部28に係合されるとともに、螺子軸をスリット29に貫通させて配置される。該ボルトのスリットから上方への突出部分にブラケット40の底板部401のボルト孔を貫通してナットで締結されて、支持金具14と連結されている。締結部材42を緩めた状態では、支持金具14間の案内間隙26の長手方向に沿って自在に案内して、ブラケット40の位置すなわちフレーム18の支持位置を自在に変更できる。太陽光発電パネルのサイズに対応するようなフレーム18の目的の位置で締結部材42を締めるとその位置で固定状に連結することができる。   As shown in FIGS. 1, 2, and 4, the coupling device 16 is guided by the guide gap 26 of the rail portion 24 formed by the support fitting 14 and can move along the longitudinal direction of the support fitting 14. It is a connecting means for connecting the support fitting 14 and the frame 18 at an arbitrary position in the longitudinal direction of the support fitting 14. In the present embodiment, the coupling device 16 includes, for example, a bracket 40 as a stopper that receives the frame 18 at a predetermined inclination angle, and fastening members 42 and 44 made of bolts and nuts. The bracket 40 is formed, for example, by bending a metal plate into a predetermined shape, and includes a rectangular bottom plate portion 401 and two vertical support plate portions 402 that rise at different heights from a pair of opposing sides of the bottom plate portion 401. In addition, an inclined receiving plate portion 403 that is inclined in accordance with the inclination angle of the frame 18 from the upper end of each vertical support plate portion 402 is integrally provided. The inclination receiving plate portion 403 is set to an inclination angle (for example, 20 to 30 degrees) corresponding to the inclination angle for setting the frame 18. The inclined receiving plate portion 403 is provided with a bolt hole, and is aligned with the bolt hole provided in the frame 18 and connected by the fastening member 44. A bolt hole is provided in the bottom plate portion 401 of the bracket 40, and the bottom plate portion 401 of the bracket and the support fitting 14 are connected via a fastening member 42. The fastening member 42 is engaged with the engagement portion 28 in a state where the enlarged base portion of the bolt is accommodated in the groove portion 31 between the support fittings 14 constituting the guide gap 26 of the rail portion, and the screw shaft is slit. 29 is arranged to penetrate. A bolt hole of the bottom plate portion 401 of the bracket 40 is passed through a portion of the bolt that protrudes upward from the slit, and is fastened with a nut to be connected to the support fitting 14. In a state where the fastening member 42 is loosened, the position of the bracket 40, that is, the support position of the frame 18 can be freely changed by guiding freely along the longitudinal direction of the guide gap 26 between the support fittings 14. When the fastening member 42 is tightened at a target position of the frame 18 corresponding to the size of the photovoltaic power generation panel, it can be fixedly connected at that position.

図4、図9に示すように、支持架台12の高さ支持部22の側面23に設けられる切欠き凹部46は、高さ支持部22の上面側に臨ませた開口に連通する第1の凹部である挿入用凹部48と、同高さ支持部22の側面に直交して接続する縦壁面側に臨ませた開口に連通する第2の凹部である水抜き用凹部50と、を含み、それらの凹部が連続して同時に形成されている。図10、図11に示すように、挿入用凹部48は、複数の支持架台12が高さ支持部22の側面を略密着させて直列状に接続して配置される際に、隣接する高さ支持部の凹部48どうしが組み合わされて、長手方向に隣接する支持金具14の端部間に連結装置16を支持金具14の案内間隙26に係合させるための上面を開口した挿入空間52を形成する。すなわち、支持金具14が挿入空間52を介設させて長手方向に配置されることとなる。よって、支持金具14の端部は高さ支持部22の側面23よりも凹位置に設定されて支持金具による案内間隙26に連通する挿入用凹部が形成されている。水抜き用凹部50は、複数の支持架台12が高さ支持部22の側面を略密着させて直列状に接続して配置される際に、隣接する高さ支持部の凹部50どうしが組み合わされて、支持金具14の長手方向と交差する横方向に貫通されて支持金具による案内間隙26と外部空間を連通させた水抜き孔54を形成する。なお、水抜き孔54の連通方向は、対向する2つの高さ支持部22では、互いに外向き方向に水を排水するように設定されている。このような切欠き凹部46を設けたことにより、複数の支持架台を直列状に配置した際に、水平方向に長く配置される支持金具14において、挿入空間52を介して連結装置16を簡単に支持金具に係合させることができるので施工性が良いとともに、水抜き孔54を介して支持金具間の溝部内から外部に早期に雨水等を排出させてコンクリートの早期劣化を防止することができる。さらに、図5に示すように、対向する支持金具14どうしの間に形成する案内間隙26の溝部31では、コンクリートで形成される底壁31bが切欠き凹部46に向けて下り傾斜で形成されている。これにより、案内間隙26から溝部31の内部に侵入した雨水等をスムーズに水抜き孔54から外部に排水できる。   As shown in FIGS. 4 and 9, the notch recess 46 provided in the side surface 23 of the height support portion 22 of the support base 12 is connected to the opening facing the upper surface side of the height support portion 22. A recess 48 for insertion that is a recess, and a recess 50 for draining that is a second recess that communicates with an opening facing the side of the vertical wall surface that is connected orthogonally to the side surface of the same height support portion 22; These recesses are formed simultaneously in succession. As shown in FIGS. 10 and 11, the insertion recesses 48 are adjacent to each other when the plurality of support bases 12 are arranged in series with the side surfaces of the height support portions 22 being in close contact with each other. The recesses 48 of the support portions are combined to form an insertion space 52 having an open upper surface for engaging the coupling device 16 with the guide gap 26 of the support fitting 14 between the ends of the support fittings 14 adjacent in the longitudinal direction. To do. That is, the support metal fitting 14 is disposed in the longitudinal direction with the insertion space 52 interposed therebetween. Therefore, the end of the support fitting 14 is set at a recessed position with respect to the side surface 23 of the height support portion 22, and an insertion recess that communicates with the guide gap 26 by the support fitting is formed. The drainage recesses 50 are formed by combining the recesses 50 of the adjacent height support portions when the plurality of support mounts 12 are arranged in series with the side surfaces of the height support portions 22 being in close contact with each other. Thus, a drain hole 54 is formed which penetrates in the lateral direction intersecting the longitudinal direction of the support fitting 14 and communicates the guide gap 26 by the support fitting with the external space. In addition, the communication direction of the drain hole 54 is set so that the water is drained in the outward direction in the two height support portions 22 facing each other. By providing such a notch recess 46, the connecting device 16 can be easily connected via the insertion space 52 in the support bracket 14 that is long in the horizontal direction when a plurality of support bases are arranged in series. Since it can be engaged with the support metal fitting, the workability is good, and it is possible to quickly discharge rain water and the like from the inside of the groove between the support metal via the drain hole 54 to prevent early deterioration of the concrete. . Further, as shown in FIG. 5, in the groove portion 31 of the guide gap 26 formed between the opposing support fittings 14, the bottom wall 31 b made of concrete is formed with a downward slope toward the notch recess 46. Yes. Accordingly, rainwater or the like that has entered the inside of the groove portion 31 from the guide gap 26 can be smoothly drained from the drain hole 54 to the outside.

本実施形態に係る太陽光発電パネルの支持架台構造10を構築する際には、例えば、工場等で予め支持金具14を形成しておき、型枠で支持架台12を成型する際にその高さ支持部22の上端部となる部分に支持金具14を所定の間隙で対向配置した状態を保持させて、生コンクリートを該型枠内に打設して、支持金具14を担持した所定形状の支持架台12を形成する。この際、支持金具14の脚部30の貫通孔32が形成された下部分全体を埋め込ませると同時に、該脚部32の対向間隙の上部分は生コンクリートを打設せず中空に保持させて、連結装置の装着間隙を残しておく。図2に示すように、コンクリートが固化して支持架台12が成型されると脚部30の貫通孔内と両板面及びそれらの外側部分がコンクリートで一体結合され、高さ支持部22と支持金具14とが一体化した保持構造34が構成される。太陽光発電設備を設置する現場にて、図3に示すように、支持架台12を直列状に接続して配置する。連結装置16を介して支持金具14と太陽光発電パネルフレーム18を連結する。この際、太陽光発電パネルのサイズに合わせて、連結装置16の締結部材42を緩めて支持金具14の長手方向に沿って移動させて位置を調整した後、締結部材42を締めて位置を固定させる。フレーム18に太陽光発電パネルSPを組み付けて太陽光発電パネルの支持架台構造10が構築される。太陽光発電パネルを支持した状態では、風や地震等の外力により支持金具14には引っ張る力等が作用するが、上記のように支持金具14は支持架台の高さ支持部22との保持構造34により強固に一体化されているので、該引っ張り力に抗して固定状態を保持できる。このように支持金具14の脚部30自体に支持架台12への保持機構を持たせることによって、例えば異形鉄筋等のアンカーを別途取り付ける必要がなく、製造が極めて簡単であり、低コストで製造できる。   When constructing the support base structure 10 of the photovoltaic power generation panel according to the present embodiment, for example, the support bracket 14 is formed in advance at a factory or the like, and the height when the support base 12 is molded with a formwork. A portion of the support portion 22 that is the upper end portion is held in a state where the support fittings 14 are opposed to each other with a predetermined gap, and ready-mixed concrete is placed in the mold to support the support fixture 14 in a predetermined shape. A gantry 12 is formed. At this time, the entire lower part of the support member 14 in which the through hole 32 of the leg part 30 is formed is embedded, and at the same time, the upper part of the opposing gap of the leg part 32 is held hollow without placing concrete. Leave the mounting gap of the connecting device. As shown in FIG. 2, when the concrete is solidified and the support frame 12 is molded, the inside of the through hole of the leg portion 30, both plate surfaces, and their outer portions are integrally coupled with the concrete, and the height support portion 22 and the support are supported. A holding structure 34 integrated with the metal fitting 14 is configured. As shown in FIG. 3, the support base 12 is connected and arranged in series at the site where the solar power generation facility is installed. The support fitting 14 and the photovoltaic panel frame 18 are connected via the connecting device 16. At this time, according to the size of the photovoltaic power generation panel, the fastening member 42 of the coupling device 16 is loosened and moved along the longitudinal direction of the support bracket 14 to adjust the position, and then the fastening member 42 is tightened to fix the position. Let The solar power generation panel SP is assembled to the frame 18 to construct the support base structure 10 for the solar power generation panel. In the state in which the photovoltaic power generation panel is supported, a pulling force or the like acts on the support bracket 14 due to an external force such as wind or earthquake. As described above, the support bracket 14 has a holding structure with the height support portion 22 of the support frame. Since it is firmly integrated by 34, the fixed state can be held against the pulling force. Thus, by providing the leg 30 itself of the support bracket 14 with a holding mechanism for the support base 12, there is no need to separately attach an anchor such as a deformed reinforcing bar, and the manufacture is extremely simple and can be manufactured at low cost. .

なお、例えば、図12には太陽光発電パネルフレームの支持架台装置の他の実施形態の要部を示している。図12では、上記実施形態と同一部材、同一構成には同一符号を付して詳細な説明を省略する。支持金具14は、上記実施形態と略同じ構成であるが、対向配置される2つの支持金具14は連結部38では連結されておらずそれぞれ独立して埋め込まれている。高さ支持部22の上端部はフレーム18の傾斜角度に対応して傾斜面で形成されている。支持金具14は、高さ支持部22の傾斜面に対応して斜めに埋め込み固定されている。連結装置16は、例えば、ボルト及びナットからなる締結部材を有しており、そのボルト及びナットを介して支持金具14とフレーム18とを連結している。その他、高さ支持部の構成や支持金具の構成を任意の構成としてもよい。   For example, FIG. 12 shows a main part of another embodiment of the support base device for the photovoltaic panel frame. In FIG. 12, the same members and the same configurations as those in the above embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The support metal fitting 14 has substantially the same configuration as that of the above embodiment, but the two support metal fittings 14 arranged to face each other are not connected by the connecting portion 38 and are embedded independently. The upper end portion of the height support portion 22 is formed with an inclined surface corresponding to the inclination angle of the frame 18. The support fitting 14 is embedded and fixed obliquely corresponding to the inclined surface of the height support portion 22. The connecting device 16 has a fastening member made up of, for example, a bolt and a nut, and connects the support fitting 14 and the frame 18 via the bolt and the nut. In addition, it is good also considering the structure of a height support part and the structure of a support metal fitting as arbitrary structures.

以上説明した本発明の太陽光発電パネルの支持架台構造及びその設置方法は、上記した実施形態のみの構成に限定されるものではなく、特許請求の範囲に記載した本発明の本質を逸脱しない範囲において、任意の改変を行ってもよい。   The support frame structure and the installation method of the photovoltaic power generation panel of the present invention described above are not limited to the configuration of the above-described embodiment alone, and do not depart from the essence of the present invention described in the claims. Any modification may be made.

本発明の太陽光電池パネルフレームの支持架台構造及び支持金具は、例えば、種々の太陽光発電パネルを支持架台に支持させて、小規模から大規模の太陽光発電設備を構築する際に好適に適用できる。   The support frame structure and support bracket of the photovoltaic panel frame of the present invention are suitably applied when, for example, various photovoltaic power generation panels are supported on the support frame to construct a small-scale to large-scale photovoltaic power generation facility. it can.

10 太陽光発電パネルフレームの支持架台構造
12 支持架台
14 支持金具
16 連結装置
18 フレーム
20 ベース部
22 高さ支持部
23 側面
24 レール部
26 案内間隙
30 脚部
32 貫通孔
34 保持構造
36 逆L字部材
38 連結部
46 切欠き凹部
48 挿入用凹部
50 水抜き用凹部
52 挿入空間
54 水抜き孔
SP 太陽光発電パネル
DESCRIPTION OF SYMBOLS 10 Support frame structure of photovoltaic power generation panel frame 12 Support frame 14 Support metal fitting 16 Connection apparatus 18 Frame 20 Base part 22 Height support part 23 Side surface 24 Rail part 26 Guide gap 30 Leg part 32 Through-hole 34 Holding structure 36 Reverse L character Member 38 Connecting portion 46 Notch recess 48 Insertion recess 50 Drainage recess 52 Insertion space 54 Drainage hole SP Solar power generation panel

Claims (11)

ベース部と該ベース部から互いに対向して立設された複数の高さ支持部とを有し、それらの高さ支持部の上端部に太陽光発電パネルフレームが所定の傾斜角度で架設されるコンクリート製の支持架台と、
支持架台のそれぞれの高さ支持部の上端部に水平方向に長い板材からなる脚部を埋め込ませて固定され、水平方向に長い案内間隙を形成するように互いに平行に対向配置されてレール部を構成する支持金具と、
案内間隙に案内されるとともに、支持金具の長手方向の任意の位置で該支持金具と太陽光発電パネルフレームとを連結する連結装置と、を備え、
支持金具は、脚部の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔を有し、
脚部を高さ支持部に埋め込ませた際に、貫通孔内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具と高さ支持部とを一体化させた保持構造を構成させたことを特徴とする太陽光発電パネルフレームの支持架台構造。
A base portion and a plurality of height support portions that are erected from the base portion so as to face each other, and a photovoltaic panel frame is installed at a predetermined inclination angle on the upper end portion of the height support portions. A concrete support frame;
A leg portion made of a long plate material is embedded in the upper end portion of the height support portion of the support frame in a horizontal direction and fixed, and the rail portions are arranged opposite to each other so as to form a long guide gap in the horizontal direction. A support bracket to be configured;
A guide device that guides the guide gap and connects the support fitting and the photovoltaic panel frame at an arbitrary position in the longitudinal direction of the support fitting; and
The support fitting has one or a plurality of through holes that allow the plate material of the leg portion to penetrate in the thickness direction and communicate between the plate surfaces.
A holding structure in which the support bracket and the height support part are integrated while the legs are embedded in the height support part and the inside of the through hole, both plate surfaces, and their outer parts are integrally joined with concrete. A support frame structure for a photovoltaic power generation panel frame, characterized by comprising:
脚部に設けられる貫通孔は、脚部の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられたことを特徴とする請求項1記載の太陽光発電パネルフレームの支持架台構造。   The support frame for a photovoltaic power generation panel frame according to claim 1, wherein a plurality of through holes provided in the leg portions are provided in a row at regular intervals or at irregular intervals along the longitudinal direction of the leg portions. Construction. 支持金具はその長手方向に直交する断面が逆L字状となる逆L字部材からなることを特徴とする請求項1又は2記載の太陽光発電パネルフレームの支持架台構造。   The support bracket structure for a photovoltaic power generation panel frame according to claim 1 or 2, wherein the support metal fitting is composed of an inverted L-shaped member having an inverted L-shaped cross section orthogonal to the longitudinal direction thereof. 案内間隙を形成するように対向した2つの支持金具の脚部どうしを連結する連結部を含むことを特徴とする請求項1ないし3のいずれかに記載の太陽光発電パネルフレームの支持架台構造。   The support frame structure for a photovoltaic power generation panel frame according to any one of claims 1 to 3, further comprising a connecting portion that connects the legs of two supporting metal fittings facing each other so as to form a guide gap. 連結部は、支持金具の長手方向に沿って所定の間隔で並設され、平面視で細幅となる複数の棒状部材又は板状部材からなることを特徴とする請求項4記載の太陽光発電パネルフレームの支持架台構造。   5. The photovoltaic power generation according to claim 4, wherein the connecting portion is composed of a plurality of rod-like members or plate-like members that are arranged in parallel at a predetermined interval along the longitudinal direction of the support metal fitting and become narrow in plan view. Panel frame support frame structure. 支持架台の高さ支持部は、その高さ支持部の側面から凹設された切欠き凹部であり、複数の支持架台を高さ支持部の側面を密着させて直列状に接続した際に、長手方向に隣接する支持金具の端部間に連結装置を支持金具の案内間隙に係合させるための上面を開口した挿入空間を形成する挿入用凹部と、支持金具の長手方向と交差する横方向に貫通されて案内間隙と外部空間を連通させた水抜き孔を形成する水抜き用凹部と、を同時に形成する切欠き凹部を有することを特徴とする請求項1ないし5のいずれかに記載の太陽光発電パネルフレームの支持架台構造。   The height support part of the support pedestal is a notch recess recessed from the side surface of the height support part, and when the plurality of support cradles are connected in series with the side surfaces of the height support part closely attached, An insertion recess that forms an insertion space having an upper surface opened to engage the coupling device with the guide gap of the support bracket between the ends of the support bracket adjacent in the longitudinal direction, and a transverse direction that intersects the longitudinal direction of the support bracket 6. A notch recess that simultaneously forms a drainage recess that forms a drainage hole that penetrates the guide and communicates the guide gap with the external space. 6. Support frame structure for photovoltaic panel frame. 請求項1ないし6のいずれかに記載の太陽光発電パネルフレームの支持架台構造に用いられ、支持架台のそれぞれの高さ支持部の上端部に水平状に長い板材からなる脚部を埋め込ませて固定され、水平方向に長い案内間隙を形成するように互いに平行に対向配置されてレール部を構成する支持金具であって、
脚部の板材を厚み方向に貫通させ、板面どうしを連通させる1個又は複数個の貫通孔を有し、
脚部を高さ支持部に埋め込ませた際に、貫通孔内と両板面及びそれらの外側部分をコンクリートで一体結合させた状態で支持金具と高さ支持部とを一体化させた保持構造を構成させることを特徴とする太陽光発電パネルフレームの支持金具。
It is used for the support frame structure of the photovoltaic power generation panel frame in any one of Claims 1 thru | or 6, The leg part which consists of a long board | plate material is embedded horizontally at the upper end part of each height support part of a support frame. It is a support fitting that is fixed and arranged opposite to each other in parallel to form a long guide gap in the horizontal direction, and constitutes a rail part,
It has one or a plurality of through holes that penetrate the plate material of the leg portion in the thickness direction and communicate the plate surfaces,
A holding structure in which the support bracket and the height support part are integrated while the legs are embedded in the height support part and the inside of the through hole, both plate surfaces, and their outer parts are integrally joined with concrete. A support bracket for a photovoltaic panel frame characterized by comprising:
脚部に設けられる貫通孔は、支持金具の長手方向に沿って等間隔又は不等間隔で列状に複数個設けられたことを特徴とする請求項7記載の太陽光発電パネルフレームの支持金具。   8. The support bracket for a photovoltaic power generation panel frame according to claim 7, wherein a plurality of through holes provided in the leg portions are provided in a row at regular intervals or at irregular intervals along the longitudinal direction of the support bracket. . 長手方向に直交する断面が逆L字状となる逆L字部材からなることを特徴とする請求項7又は8記載の太陽光発電パネルフレームの支持金具。   The support bracket for a photovoltaic power generation panel frame according to claim 7 or 8, comprising a reverse L-shaped member having a cross-section orthogonal to the longitudinal direction having an inverted L-shape. 案内間隔を形成する2つの支持金具の脚部どうしを連結部を介して連結したことを特徴とする請求項7ないし9のいずれかに記載の太陽光発電パネルフレームの支持金具。   The support bracket for a photovoltaic power generation panel frame according to any one of claims 7 to 9, wherein the legs of two support brackets forming a guide interval are connected to each other via a connecting portion. 連結部は、支持金具の長手方向に沿って所定の間隔で並設され、平面視で細幅に形成された複数の棒状部材又は板状部材からなることを特徴とする請求項10記載の太陽光発電パネルフレームの支持金具。
11. The sun according to claim 10, wherein the connecting portion includes a plurality of rod-like members or plate-like members that are arranged in parallel at predetermined intervals along the longitudinal direction of the support metal fitting and are formed narrow in plan view. Support bracket for photovoltaic panel frame.
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