JP3178584U - Solar panel mounting device - Google Patents

Solar panel mounting device Download PDF

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JP3178584U
JP3178584U JP2012004189U JP2012004189U JP3178584U JP 3178584 U JP3178584 U JP 3178584U JP 2012004189 U JP2012004189 U JP 2012004189U JP 2012004189 U JP2012004189 U JP 2012004189U JP 3178584 U JP3178584 U JP 3178584U
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solar cell
cell panel
gantry
ceiling
wall
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司 福島
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不二高圧コンクリート株式会社
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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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Abstract

【課題】極めて簡単な構造で低コストであり、さらに容易かつ短時間に太陽電池パネルを安定支持状態で現場設置を完了でき、確実に太陽電池パネルを支持できる太陽電池パネルの架台装置を提供する。
【解決手段】所要の地上高さにおいて所要の勾配で傾斜して支持される太陽電池パネルの架台装置であり、正面視でU字状成形体をなすコンクリート製架台本体であって、太陽電池パネルの傾斜流れ方向Fに平行な天端22を有し対向して縦方向に配置される2つの傾斜天端壁24と、2つの傾斜天端壁24の下端から対向方向に延長してそれらの下端どうしを連結させる底壁20と、により一体成形のU字形を形成するコンクリート製架台本体12と、架台本体12の傾斜天端壁24に設けられた複数の太陽電池パネルの取付部14と、を有する太陽電池パネルの架台装置10から構成される。
【選択図】図1
To provide a gantry device for a solar cell panel which can be installed on site with a very simple structure and at a low cost, and can be installed on-site in a stable support state easily and in a short time, and which can support the solar cell panel reliably. .
A solar cell panel gantry device supported at an incline with a required gradient at a required ground height, comprising a concrete gantry body that forms a U-shaped molded body in a front view, the solar cell panel Two inclined ceiling end walls 24 which have a ceiling end 22 parallel to the inclined flow direction F and are arranged vertically opposite to each other, and extend from the lower ends of the two inclined ceiling end walls 24 in the opposing direction, and A bottom wall 20 for connecting the lower ends, a concrete gantry body 12 that forms an integrally formed U-shape, a plurality of solar cell panel mounting portions 14 provided on the inclined ceiling end wall 24 of the gantry body 12, It is comprised from the base apparatus 10 of the solar cell panel which has.
[Selection] Figure 1

Description

本考案は、太陽電池パネルの支持用の架台装置に係り、小規模からメガワット級以上の規模に応じて太陽電池電力生成装置用の太陽電池パネル支持に好適な太陽電池パネルの架台装置に関する。   The present invention relates to a gantry device for supporting a solar cell panel, and more particularly to a gantry device for a solar cell panel suitable for supporting a solar cell panel for a solar cell power generator according to a scale from a small scale to a megawatt class or more.

排出物による環境汚染がなく、石油資源などの燃料消費がない、さらに、無尽蔵の太陽光を直接電気に変える太陽電池はエネルギー変換効率さえ向上させることができれば、理想的な電力源であり、エネルギー変換効率向上のための研究、開発が現に絶えることなくなされている現状では、魅力的な電力エネルギー生成源としての選択肢の一つである。特に、先の東北大地震に伴う原子力エネルギー依存への警鐘を鳴らす事故を生じるに至っては、太陽光発電に寄せる期待はますます高いものとなっている。さらに、休耕地や広い用地等に多数の太陽電池パネルを並べて発電容量がメガワット以上の大規模な太陽光発電設備、いわゆるメガソーラーやギガソーラーの建設が進められており、安定的な電力供給が期待されている。太陽電池パネルを地面上等に設置する場合には、太陽電池パネル自体の重量を受けて確実に支持する必要があるとともに、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架台構造の設計が必要である。従来の太陽電池モジュール設置用架台としては、例えば、特許文献1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技術が開示されている。   There is no environmental pollution due to emissions, no fuel consumption such as petroleum resources, and solar cells that convert inexhaustible sunlight directly into electricity are ideal power sources and energy if they can improve energy conversion efficiency. In the present situation where research and development for improving the conversion efficiency are constantly being carried out, it is one of the options as an attractive power energy generation source. In particular, expectations for solar power generation are increasingly high in the event of an accident that sounds a warning about the dependence on nuclear energy associated with the previous Tohoku earthquake. In addition, construction of large-scale solar power generation facilities with megawatts or more of power generation capacity, so-called mega solar and giga solar, are being promoted by arranging a large number of solar panels on fallow land or large land. Expected. When installing a solar panel on the ground, etc., it is necessary to support the solar panel by receiving the weight of the solar panel itself, and it must be strong enough to withstand external forces such as strong winds, snow, or earthquake shaking. A high gantry structure design is required. As a conventional solar cell module installation base, for example, Patent Document 1 includes a plurality of concrete blocks and a base body made of a plurality of frame members provided on these blocks. A technique for supporting a plurality of solar cell panels on a material is disclosed.

特開平11−177114号公報JP 11-177114 A

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、現場に応じて複数のブロックどうしの位置調整やL字鋼等の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。したがって、現場ごとに架台全体の設計変更を余儀なくされ、施工作業にかかる労力が極めて大きいとともに、工期も長期なものとなり高コストとなっていた。その上、L字鋼等のフレームや鋼材で太陽電池パネルを支持する構造であるので、コンクリートと比較して値段が高い鋼材を多く使用する必要があるから、部材コスト高による施工全体のコストも極めて高くなる結果、大規模な太陽光発電設備の構築には極めて経済性が悪く、実用性に劣る問題があった。   However, a conventional installation stand such as Patent Document 1 must be manufactured by adjusting the position of a plurality of blocks, the length of a frame such as L-shaped steel, and the position of a hole for a bolt according to the site. Did not get. Therefore, the design of the entire gantry must be changed at each site, and the labor required for the construction work is extremely large, and the construction period is long and the cost is high. In addition, since the solar cell panel is supported by a frame such as L-shaped steel or a steel material, it is necessary to use a large amount of steel material that is more expensive than concrete. As a result, the construction of a large-scale photovoltaic power generation facility has a problem of being extremely economical and inferior in practical use.

本考案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、極めて簡単な構造で低コストであり、さらに容易かつ短時間に太陽電池パネルを安定支持状態で現場設置を完了でき、確実に太陽電池パネルを支持できる太陽電池パネルの架台装置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 of its purposes is an extremely simple structure and low cost, and the installation of the solar panel in a stable support state is completed easily and in a short time. It is possible to provide a gantry device for a solar cell panel that can reliably support the solar cell panel.

上記課題を解決するために本発明は、所要の地上高さにおいて所要の勾配で傾斜して支持される太陽電池パネル16の架台装置であり、正面視でU字状成形体をなすコンクリート製架台本体であって、太陽電池パネル16の傾斜流れ方向Fに平行な天端22を有し対向して縦方向に配置される2つの傾斜天端壁24と、2つの傾斜天端壁24の下端から対向方向に延長してそれらの下端どうしを連結させる底壁20と、により一体成形のU字形を形成するコンクリート製架台本体12と、架台本体12の傾斜天端壁24に設けられた複数の太陽電池パネルの取付部14と、を有する太陽電池パネルの架台装置10から構成される。   In order to solve the above-described problems, the present invention is a gantry device for a solar cell panel 16 that is supported at a desired gradient at a desired ground height, and is a concrete gantry that forms a U-shaped molded body in a front view. Two inclined ceiling end walls 24, which are main bodies and have a ceiling end 22 parallel to the inclined flow direction F of the solar cell panel 16 and are arranged in the vertical direction opposite to each other, and lower ends of the two inclined ceiling end walls 24 A bottom wall 20 that extends in the opposite direction to connect the lower ends thereof, a concrete gantry main body 12 that forms an integrally formed U-shape, and a plurality of provided on the inclined ceiling end wall 24 of the gantry main body 12 And a solar cell panel mounting device 14 having a solar cell panel mounting portion 14.

また、傾斜天端壁24の天端22の傾斜角度が10〜50度であることとしてもよい。特に、好適には傾斜天端壁24の天端22の傾斜角度が20〜40度の範囲、より好適には30度前後で設置すると、太陽電池パネルのパネル面を太陽光の照射効率が良い傾斜角度に支持でき、高効率で発電できる。   The inclination angle of the top end 22 of the inclined top end wall 24 may be 10 to 50 degrees. In particular, when the inclination angle of the top end 22 of the inclined top end wall 24 is preferably set in the range of 20 to 40 degrees, more preferably around 30 degrees, the solar panel has a high solar radiation efficiency. It can be supported at an inclination angle and can generate electricity with high efficiency.

また、傾斜流れ方向端部に、同じ傾斜角天端を有する他の架台本体12を連結接続させる連結部36が設けられていることとしてもよい。   Moreover, it is good also as the connection part 36 which connects and connects the other gantry main body 12 which has the same inclination angle top end in the inclination flow direction edge part.

また、天端22の長さ方向に通した天端梁部26と天端梁部26から下方に延長する縦壁28により傾斜天端壁24が形成され、縦壁28は、天端梁部24の長さ方向中間位置から下方に延長して、天端梁部26の一端を傾斜天端壁から突出させたこととしてもよい。   In addition, an inclined ceiling end wall 24 is formed by a ceiling end beam portion 26 that passes in the length direction of the ceiling end 22 and a vertical wall 28 that extends downward from the ceiling end beam portion 26. It is good also as extending one end of the top end beam part 26 from the inclination top end wall extended from the intermediate | middle position of 24 length direction.

本考案の太陽電池パネルの架台装置によれば、所要の地上高さにおいて所要の勾配で傾斜して支持される太陽電池パネルの架台装置であり、正面視でU字状成形体をなすコンクリート製架台本体であって、太陽電池パネルの傾斜流れ方向に平行な天端を有し対向して縦方向に配置される2つの傾斜天端壁と、2つの傾斜天端壁の下端から対向方向に延長してそれらの下端どうしを連結させる底壁と、により一体成形のU字形を形成するコンクリート製架台本体と、架台本体の傾斜天端壁に設けられた複数の太陽電池パネルの取付部と、を有することから、極めて簡単な構成で低コストであり、さらに容易かつ短時間に太陽電池パネルを安定支持状態で現場設置を完了できる。その上、プレキャストコンクリート製品として工場での大量生産が可能で、比較的高価な鋼材の使用を低減し、大幅なコスト低減を実現できる。   According to the solar cell panel mounting device of the present invention, the solar cell panel mounting device is supported by being inclined at a required gradient at a required ground height, and is made of concrete that forms a U-shaped molded body in a front view. A gantry main body, which has a top end parallel to the slanted flow direction of the solar cell panel and has two slanted ceiling end walls arranged in a vertical direction opposite to each other, and in a facing direction from the bottom ends of the two slanted ceiling end walls A bottom wall that extends and connects the lower ends thereof, a concrete gantry body that forms an integrally formed U-shape, and a plurality of solar cell panel mounting portions provided on the inclined ceiling end wall of the gantry body, Therefore, the on-site installation can be completed in a stable support state in a stable and simple manner in a short time with a very simple configuration and low cost. In addition, it can be mass-produced in a factory as a precast concrete product, and the use of relatively expensive steel materials can be reduced, resulting in a significant cost reduction.

また、傾斜天端壁の天端の傾斜角度が10〜50度である構成とすることにより、パネル面への太陽光の照射効率が良好な状態で太陽電池パネルを支持でき、高い発電効率を維持できる。   In addition, by adopting a configuration in which the inclination angle of the top end of the inclined top wall is 10 to 50 degrees, the solar panel can be supported in a state where the irradiation efficiency of sunlight on the panel surface is good, and high power generation efficiency is achieved. Can be maintained.

また、傾斜流れ方向端部に、同じ傾斜角天端を有する他の架台本体を連結接続させる連結部が設けられている構成とすることにより、多数の太陽電池パネルを並べる際に、複数の架台本体を連結して強度を向上でき、大規模な太陽光発電設備の構築を高強度で実現できる。   In addition, when a large number of solar cell panels are arranged, a plurality of bases are arranged when a connecting part that connects and connects another base body having the same inclination angle top end is provided at the end in the inclined flow direction. The strength can be improved by connecting the main body, and construction of a large-scale solar power generation facility can be realized with high strength.

また、天端の長さ方向に通した天端梁部と天端梁部から下方に延長する縦壁により傾斜天端壁が形成され、縦壁は、天端梁部の長さ方向中間位置から下方に延長して、天端梁部の一端を傾斜天端壁から突出させた構成とすることにより、架台装置の支持強度及び設置状態での安定性を維持したまま、該架台本体の軽量化を促進できると同時に、製造コストを低減できる。   In addition, an inclined ceiling wall is formed by the ceiling beam section that passes in the longitudinal direction of the ceiling and a vertical wall that extends downward from the ceiling beam section, and the vertical wall is located at the intermediate position in the longitudinal direction of the ceiling beam section. By extending downward from the ceiling, one end of the ceiling beam part protrudes from the inclined ceiling wall, so that the weight of the frame body is maintained while maintaining the support strength and stability of the installation device. The manufacturing cost can be reduced at the same time.

本考案の第1実施形態に係る太陽電池パネルの架台装置の斜視図である。1 is a perspective view of a solar cell panel mount device according to a first embodiment of the present invention. 図1の太陽電池パネルの架台装置の側面図である。FIG. 2 is a side view of the solar cell panel gantry device of FIG. 1. 図1の太陽電池パネルの架台装置の正面図及び複数の架台装置を並べた施工例の説明図である。It is explanatory drawing of the construction example which arranged the front view of the base apparatus of the solar cell panel of FIG. 1, and the some base apparatus. 図1の太陽電池パネルの架台装置の施工例の一部省略した斜視説明図である。FIG. 2 is a perspective explanatory view in which a part of a construction example of the gantry device for the solar cell panel in FIG. 太陽電池パネルと架台本体との取り付け部分の一部拡大説明図である。It is a partially expanded explanatory view of the attachment part of a solar cell panel and a mount main body. 太陽電池パネルと架台本体との取り付け部分の他の例の斜視説明図である。It is an isometric view explanatory drawing of the other example of the attachment part of a solar cell panel and a mount main body. 本考案の第2の実施形態に係る太陽電池パネルの架台装置の斜視図である。It is a perspective view of the mount apparatus of the solar cell panel which concerns on the 2nd Embodiment of this invention. 図7の太陽電池パネルの架台装置の側面図である。It is a side view of the gantry device of the solar cell panel of FIG. 本考案の第3の実施形態に係る太陽電池パネルの架台装置の斜視図である。It is a perspective view of the platform apparatus of the solar cell panel which concerns on the 3rd Embodiment of this invention. 図9の太陽電池パネルの架台装置の側面図である。FIG. 10 is a side view of the gantry device for the solar cell panel of FIG. 9.

以下、添付図面を参照しつつ本考案の太陽電池パネルの架台装置の実施の形態について説明する。本考案の太陽電池パネルの架台装置は、例えば、小規模から大規模の種々の太陽電池パネル装置に対応して、該太陽電池パネルを地上やビルの屋上等の平らな設置面上に設置し、高強度の太陽光発電設備を簡単にかつ低コストで構築できる架台装置である。図1ないし図5は、本考案の太陽電池パネルの架台装置の第1の実施形態を示している。太陽電池パネルの架台装置(以下、単に「架台装置」ともいう)10は、太陽電池パネル16を所要の地上高さにおいて所要の勾配で傾斜して支持する。本実施形態において、図1、図2、図3に示すように、架台装置10は、架台本体12と、架台本体12に設けられた太陽電池パネル16の取付部14と、を有している。本実施形態では、架台装置10は、例えば、平らに整地された地面GL上に太陽電池パネル16を傾斜状態で設置する場合について説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a solar cell panel mount device according to the present invention will be described below with reference to the accompanying drawings. The solar panel mounting device of the present invention is installed on a flat installation surface such as the ground or the rooftop of a building, for example, corresponding to various types of solar cell panels from small to large. It is a gantry device that can construct high-intensity solar power generation equipment easily and at low cost. 1 to 5 show a first embodiment of a solar cell panel mount device according to the present invention. A solar panel mounting device (hereinafter, also simply referred to as a “mounting device”) 10 supports the solar battery panel 16 with a required slope at a required ground height. In this embodiment, as shown in FIGS. 1, 2, and 3, the gantry device 10 includes a gantry body 12 and a mounting portion 14 of a solar cell panel 16 provided on the gantry body 12. . In the present embodiment, for example, the gantry device 10 will be described with respect to a case where the solar battery panel 16 is installed in an inclined state on the ground GL that is flattened.

架台装置10に支持される太陽電池パネル16は、例えば、光を受けて直接電力に変換する太陽電池セルを複数個並設接続して必要な電圧と電流を得られるようにしてパネル状に形成された従来周知の太陽電池パネルからなる。太陽電池パネル16は、例えば、複数枚の該パネルを縦横マトリクス状かつ平面状に配列され、目的の発電量の規模に応じた太陽電池アレイが構成される。太陽電池パネル16は、例えば、それぞれ外部から保護された状態で電気配線して矩形支持フレームに取り付けた状態で支持され、全体的に長方形の平板状に構成されている。図示しないが、太陽電池パネル16どうしは電気的に直列接続され、並列接続で電力を取り出し、交流変換してパワーコンディショナや電力制御装置で外部に供給される。それぞれの太陽電池パネル16は、架台装置10の架台本体12に組み付けられて支持され、太陽電池の受光面を南向きに所定の勾配(例えば、約10度〜50度)で傾斜した状態で設置される。図5に示すように、太陽電池パネル16の下面側には、例えば、断面略コ字状の固定用ブラケット18が組み付けられており、架台本体12の取付部14にボルト34等の締結手段を介して固定される。なお、太陽電池パネル16の傾斜角度は、太陽電池パネルの発電能力、設置される場所の緯度等を含む年間の発電電力量の条件、風や雨、雪等の自然条件等に応じて設定されるとよい。   The solar battery panel 16 supported by the gantry device 10 is formed in a panel shape so that necessary voltages and currents can be obtained by connecting a plurality of solar battery cells that receive light and convert directly into electric power, for example. It consists of a conventionally well-known solar cell panel. The solar cell panel 16 includes, for example, a plurality of panels arranged in a vertical and horizontal matrix and in a planar shape, and a solar cell array corresponding to the scale of the target power generation amount is configured. The solar cell panel 16 is supported, for example, in a state where it is electrically wired and attached to a rectangular support frame while being protected from the outside, and is configured as a rectangular flat plate as a whole. Although not shown in the drawing, the solar cell panels 16 are electrically connected in series, electric power is taken out in parallel connection, AC converted, and supplied to the outside by a power conditioner or a power control device. Each solar cell panel 16 is assembled and supported by the gantry body 12 of the gantry device 10, and is installed in a state where the light receiving surface of the solar cell is inclined southward at a predetermined gradient (for example, about 10 to 50 degrees). Is done. As shown in FIG. 5, for example, a fixing bracket 18 having a substantially U-shaped cross section is assembled on the lower surface side of the solar cell panel 16, and fastening means such as a bolt 34 is attached to the mounting portion 14 of the gantry body 12. Fixed through. The inclination angle of the solar cell panel 16 is set according to the power generation capacity of the solar cell panel, the condition of the annual power generation amount including the latitude of the place where the solar cell panel is installed, natural conditions such as wind, rain, and snow. Good.

図1、図2、図3に示すように、架台本体12は、太陽電池パネル16を傾斜させた状態で下から受けて支持する架台装置の本体部分である。本実施形態では、架台本体12は、コンクリート製であり、正面視(X)でU字状成形体をなすU字状ブロックからなる。なお、図1中で、矢視X方向を正面視、矢視Y方向を側面視とする。具体的には、架台本体12は、例えば、平面視矩形状輪郭の底壁20と、該底壁20の両長辺から縦方向に立設して対向配置され傾斜した天端22を有する2つの傾斜天端壁24と、が一体成形され、上面側を開放し高さが次第に高くなるU字形を形成している。すなわち、架台本体12は、縦断面のU字形状が一端から他端に向けて高さが次第に拡大して設けられた略U字状ブロックからなる。   As shown in FIGS. 1, 2, and 3, the gantry main body 12 is a main body portion of the gantry device that receives and supports the solar cell panel 16 from below in a tilted state. In the present embodiment, the gantry body 12 is made of concrete, and includes a U-shaped block that forms a U-shaped molded body in a front view (X). In FIG. 1, the arrow X direction is a front view and the arrow Y direction is a side view. Specifically, the gantry body 12 includes, for example, a bottom wall 20 having a rectangular outline in plan view, and an inclined top end 22 that is vertically arranged from both long sides of the bottom wall 20 and is opposed to each other. The two inclined ceiling end walls 24 are integrally formed to form a U shape having an upper surface opened and gradually increasing in height. That is, the gantry body 12 is formed of a substantially U-shaped block in which a U-shaped longitudinal section is provided with a height gradually increasing from one end to the other end.

傾斜天端壁24は、例えば、天端22部分を太陽電池パネル16の傾斜流れ方向に平行となるように傾斜して形成され、壁面を縦方向に立てて配置されている。2つの傾斜天端壁24どうしは、互いに平行に対向して配置されている。傾斜天端壁24の天端22は、略直線状に細長い平面で形成されており、太陽電池パネル16を取り付けるための取付部14が設けられている。傾斜天端壁24は、天端22の長さ方向に通した天端梁部26と、天端梁部26から下方に延長する縦壁部28と、により形成され、縦壁部28の下端が底壁20により連結されている。天端22の傾斜角度は、例えば、設置される太陽電池パネル16の勾配に対応した角度で設定され、本実施形態では、約10度に設定されている。なお、傾斜天端壁の天端22の傾斜角度は、例えば、10度〜50度の範囲で設定されるとよい。太陽電池パネル16は勾配が約30度前後で出力が高く発電効率が高くなるが、10〜50度の範囲でも出力低下をおさえてある程度効率よく発電することができる。よって、天端22の傾斜角度も太陽電池パネルの傾斜勾配に対応して上記の範囲に設定されるとよい。傾斜天端壁24の縦壁部28には、大貫通孔としての肉抜き孔30が設けられ傾斜天端壁は枠状に形成されている。これにより、架台本体12を軽量化できるとともに、熱を放散して発電効率を低減させにくい上、太陽電池パネルの施工やメンテナンス作業もしやすい。なお、傾斜天端壁の肉抜き孔の大きさや形状、個数は任意でよく、取付部14部分の確保や架台の強度を保持できる構成であればよい。また、傾斜天端壁に肉抜き孔を必ずしも設けなくてもよい。   The inclined top end wall 24 is formed, for example, by inclining the top end 22 portion so as to be parallel to the inclined flow direction of the solar cell panel 16, and the wall surface is arranged in the vertical direction. The two inclined ceiling end walls 24 are arranged to face each other in parallel. The top end 22 of the inclined top end wall 24 is formed in a substantially straight and elongated plane, and an attachment portion 14 for attaching the solar cell panel 16 is provided. The inclined ceiling end wall 24 is formed by a ceiling end beam portion 26 that passes in the length direction of the ceiling end 22, and a vertical wall portion 28 that extends downward from the ceiling end beam portion 26, and a lower end of the vertical wall portion 28. Are connected by a bottom wall 20. The inclination angle of the top end 22 is set, for example, at an angle corresponding to the gradient of the installed solar cell panel 16, and is set to about 10 degrees in the present embodiment. In addition, the inclination angle of the top end 22 of the inclined top end wall may be set in a range of 10 degrees to 50 degrees, for example. The solar cell panel 16 has a high output and a high power generation efficiency when the gradient is about 30 degrees, but even in the range of 10 to 50 degrees, the output can be suppressed and power can be generated efficiently to some extent. Therefore, the inclination angle of the top end 22 is preferably set in the above range corresponding to the inclination gradient of the solar cell panel. The vertical wall portion 28 of the inclined ceiling wall 24 is provided with a lightening hole 30 as a large through hole, and the inclined ceiling wall is formed in a frame shape. Thereby, while being able to reduce the weight of the gantry body 12, it is difficult to dissipate heat and reduce power generation efficiency, and it is easy to perform construction and maintenance work of the solar cell panel. In addition, the size, shape, and number of the lightening holes in the inclined ceiling end wall may be arbitrary, and any structure that can secure the mounting portion 14 and maintain the strength of the gantry may be used. Further, it is not always necessary to provide a hole in the inclined ceiling end wall.

底壁20は、2つの傾斜天端壁24の下端から対向方向に延長してそれらの下端どうしを一体的に連結して底部を形成している。底壁20の下面を地面上に載置させることで、架台本体12が地面GL上で安定的に自立するようになっている。図1に示すように、底壁20は、壁面を上下に貫通するように肉抜き孔50が形成されて枠状に形成されている。なお、底壁20の肉抜き孔の個数や形状、大きさは任意でもよい。また、底壁に肉抜き孔を必ずしも設けなくてもよい。   The bottom wall 20 extends in the opposite direction from the lower ends of the two inclined ceiling end walls 24 and integrally connects the lower ends thereof to form a bottom portion. By placing the lower surface of the bottom wall 20 on the ground, the gantry main body 12 can stably stand on the ground GL. As shown in FIG. 1, the bottom wall 20 is formed in a frame shape with a hollow hole 50 formed so as to penetrate the wall surface vertically. Note that the number, shape, and size of the hollow holes in the bottom wall 20 may be arbitrary. Further, it is not always necessary to provide a hole in the bottom wall.

本実施形態では架台本体12は、例えば、予め工場等で所定のU字形状に形成されたコンクリート二次製品(プレキャストコンクリート)からなる。なお、架台本体12は、例えば、新たに設計したものでもよいし、従来のU字溝ブロックを製造するコンクリート用型枠等を利用して製造してもよい。既存の型枠を利用することで製造コストをより安くすることができる。図3、図4にも示すように、正面視(X)で架台本体12の幅方向長さは、例えば、太陽電池パネル16の横長さ(長手方向)より短く設けられ、傾斜状態の太陽電池パネル16の長手方向中間位置を下から支持する。架台本体12には、長方形平板状の太陽電池パネル16を横長とした状態で、該架台本体12の天端22長さ方向に沿って複数枚を並べて面状に取り付けられる。1つの架台本体12の流れ方向の長さは、例えば、3枚の太陽電池パネル16を若干の隙間をあけながら並べて取り付けることができるように設定されている。さらに、後述のように、本実施形態では、同じ傾斜角の天端を有する2つの架台本体12(12A、12B)が傾斜流れ方向Fに天端を連結するように連結されており、2つの架台本体12の連結状態でそれら全体の天端の流れ方向の長さが、例えば、6枚の太陽電池パネル16を並べて取り付けることができるように設定されている。なお、架台本体12の大きさは、任意でよく、太陽電池パネルを支持させる枚数や、地面からの支持高さに応じて設計するとよい。   In the present embodiment, the gantry body 12 is made of, for example, a concrete secondary product (precast concrete) previously formed in a predetermined U shape in a factory or the like. The gantry body 12 may be newly designed, for example, or may be manufactured using a concrete formwork for manufacturing a conventional U-shaped groove block. Manufacturing costs can be further reduced by using existing formwork. As shown in FIGS. 3 and 4, the length in the width direction of the gantry body 12 in the front view (X) is shorter than the lateral length (longitudinal direction) of the solar cell panel 16, for example, and the solar cell in an inclined state The intermediate position in the longitudinal direction of the panel 16 is supported from below. A plurality of sheets are attached to the gantry body 12 in a planar shape along the length direction of the top end 22 of the gantry body 12 in a state in which the rectangular flat solar cell panel 16 is horizontally long. The length of one gantry body 12 in the flow direction is set so that, for example, three solar battery panels 16 can be mounted side by side with a slight gap therebetween. Furthermore, as will be described later, in this embodiment, two gantry main bodies 12 (12A, 12B) having the top end of the same inclination angle are connected so as to connect the top end in the inclined flow direction F. In the connected state of the gantry body 12, the length of the entire top end in the flow direction is set so that, for example, six solar battery panels 16 can be mounted side by side. In addition, the magnitude | size of the mount main body 12 may be arbitrary, and it is good to design according to the number of sheets which support a solar cell panel, and the support height from the ground.

取付部14は、架台本体12の傾斜天端壁24に設けられ、天端22に複数の太陽電池パネル16を取り付けるための取付手段である。図1、図4に示すように、取付部14は、例えば、天端22の長手方向に沿って所定間隔で天端梁部26に埋設されたインサートナット32を含む。図5に示すように、架台本体12の傾斜天端壁24の天端22上に太陽電池パネル16を載置した状態で、その太陽電池パネル16と、取付部14のインサートナット32と、を位置合わせしてボルト34を介して締結されて固定される。なお、架台本体12の取付部14の構造は、太陽電池パネル16を固定できるものであれば任意の構造でもよい。   The attachment portion 14 is provided on the inclined ceiling end wall 24 of the gantry body 12 and is an attachment means for attaching the plurality of solar cell panels 16 to the ceiling end 22. As shown in FIGS. 1 and 4, the attachment portion 14 includes, for example, insert nuts 32 embedded in the top end beam portion 26 at predetermined intervals along the longitudinal direction of the top end 22. As shown in FIG. 5, in the state where the solar cell panel 16 is placed on the top end 22 of the inclined ceiling end wall 24 of the gantry body 12, the solar cell panel 16 and the insert nut 32 of the mounting portion 14 are It is aligned and fastened via bolts 34 and fixed. The structure of the attachment portion 14 of the gantry body 12 may be any structure as long as the solar cell panel 16 can be fixed.

なお、取付部14と太陽電池パネル16との取付構成は、上記した態様に限らず、例えば、図6に示すような受金具42を利用してもよい。受金具42は、例えば、金属板をコ字形に曲折して設けられており、上下に対向する上壁部及び下壁部の略中央位置には、それぞれ長孔44が設けられている。受金具42は、下壁部の長孔44にボルト34を通して架台装置の取付部14に固定されるとともに、上壁部の長孔44にボルト(図示せず)を通して太陽電池パネル16のフレームと固定される。この際、それぞれの壁部の長孔44に対するボルトの締結位置を調節することができるので、取付部14に対する太陽電池パネル16の固定位置を変更調整することができる。これにより、サイズが異なる複数種類の太陽電池パネル16にある程度対応できる架台装置を実現できる。なお、受金具の上下壁部のいずれか一方に長孔を設けた構成でもよく、太陽電池パネル16のフレームや固定用ブラケット18のボルト孔を長孔に変更した構成としてもよい。   In addition, the attachment structure of the attaching part 14 and the solar cell panel 16 is not restricted to an above-described aspect, For example, you may utilize the receiving bracket 42 as shown in FIG. The metal fitting 42 is provided, for example, by bending a metal plate into a U-shape, and a long hole 44 is provided at a substantially central position between the upper wall portion and the lower wall portion that are vertically opposed to each other. The bracket 42 is fixed to the mounting portion 14 of the gantry device through bolts 34 in the long holes 44 in the lower wall portion, and the frame of the solar cell panel 16 through bolts (not shown) in the long holes 44 in the upper wall portion. Fixed. At this time, since the fastening position of the bolt with respect to the long hole 44 of each wall part can be adjusted, the fixing position of the solar cell panel 16 with respect to the attachment part 14 can be changed and adjusted. Thereby, the gantry device which can respond to a plurality of types of solar cell panels 16 having different sizes can be realized. In addition, the structure which provided the long hole in either one of the upper-and-lower wall part of a metal fitting may be sufficient, and the structure which changed the bolt hole of the flame | frame of the solar cell panel 16 or the bracket 18 for fixation to a long hole is good.

架台装置10は、例えば、1つの架台装置10だけを設置して発電することとしてもよいが、ある程度大きな発電容量を得るために複数個の架台装置10が並べて設置される。例えば、図1、図2に示すように、同じ傾斜角度の天端22を有し、かつ縦壁部の高さが異なる第1架台本体12Aと第2架台本体12Bとが、傾斜流れ方向端部を連結した状態で配置されている。第1架台本体12Aは、比較的高さが低く形成され傾斜流れ方向Fの傾斜低位側に配置され、第2架台本体12Bは、比較的高さが高く形成され傾斜流れ方向の傾斜高位側に配置される。第1架台本体12Aの傾斜高位側端部の高さと、第2架台本体12Bの傾斜下位端部の高さと、が同じ高さで設けられる。それらの傾斜天端壁24の端部どうしを当接して突き合わせられると、2つの架台本体12A,12Bの天端22が連続して延長されるとともに、一定勾配の傾斜角度で構成される。これらの連続した天端22に複数の太陽電池パネル16が並べて取り付けられる。それぞれの架台本体12A,12Bの連結端部には、他方の架台本体を連結接続させるための連結部36が設けられている。これにより、多数の太陽電池パネルを並べて太陽電池アレイを構成する際に、複数の架台本体を傾斜流れ方向に延長接続するとともに、複数の架台装置どうしを連結して高強度として太陽電池パネルを安定的に支持できる構造を構築できる。連結部36は、例えば、2つの架台本体12A、12Bの傾斜天端壁24の縦壁部28にまたがるように配置される横長矩形状の連結板38を含む。連結板38は、その両端部をそれぞれの課題本体の縦壁部28にビス又はボルト等を介して固定されて、2つの架台本体どうしを強固に連結接続する。連結板38は、例えば、各傾斜天端壁の上部側(天端梁部近傍)と下部側(縦壁部の下部)の2箇所に設置されている。なお、連結部36は、上記連結板の構成に限定されず、例えば、ガイドピン、フランジや連結金具等を埋設した構成等、その他任意の構造でもよい。また、連結部36は、傾斜天端壁24どうしを連結する構成に限らず、底壁20どうしを連結する構成でもよく、傾斜天端壁どうし及び底壁どうしのいずれをも連結する構成としてもよい。   For example, the gantry device 10 may be configured to generate power by installing only one gantry device 10, but a plurality of gantry devices 10 are installed side by side in order to obtain a certain amount of power generation capacity. For example, as shown in FIGS. 1 and 2, the first gantry main body 12A and the second gantry main body 12B having the top end 22 having the same inclination angle and the different heights of the vertical wall portions are arranged at the end in the inclined flow direction. It arrange | positions in the state which connected the part. The first gantry body 12A is formed with a relatively low height and is disposed on the sloping lower side in the slanting flow direction F, and the second gantry body 12B is formed with a relatively high height and on the sloping high side in the slanting flow direction. Be placed. The height of the inclined high-position side end of the first gantry body 12A and the height of the inclined lower end of the second gantry body 12B are provided at the same height. When the end portions of the inclined ceiling end walls 24 are brought into contact with each other and are brought into contact with each other, the ceiling ends 22 of the two gantry main bodies 12A and 12B are continuously extended and configured with a constant inclination angle. A plurality of solar cell panels 16 are mounted side by side on these continuous top ends 22. A connecting portion 36 for connecting and connecting the other gantry main body is provided at the connecting end of each gantry main body 12A, 12B. As a result, when a large number of solar cell panels are arranged to form a solar cell array, a plurality of gantry main bodies are extended and connected in the inclined flow direction, and a plurality of gantry devices are coupled to stabilize the solar cell panel with high strength. A structure that can be supported in a safe manner. The connecting portion 36 includes, for example, a horizontally-long rectangular connecting plate 38 disposed so as to straddle the vertical wall portion 28 of the inclined ceiling end wall 24 of the two gantry main bodies 12A and 12B. Both ends of the connecting plate 38 are fixed to the vertical wall portions 28 of the respective subject main bodies via screws or bolts, and the two mount main bodies are firmly connected and connected. The connecting plate 38 is installed, for example, at two locations on the upper side (near the ceiling beam) and the lower side (lower part of the vertical wall) of each inclined ceiling wall. In addition, the connection part 36 is not limited to the structure of the said connection board, For example, other arbitrary structures, such as the structure which embed | buried the guide pin, the flange, the connection metal fitting, etc., may be sufficient. Further, the connecting portion 36 is not limited to the configuration in which the inclined ceiling end walls 24 are connected to each other, but may be configured to connect the bottom walls 20 to each other, or may be configured to connect both the inclined ceiling end walls and the bottom walls. Good.

さらに、図3、図4に示すように、傾斜流れ方向端部どうしを連結接続した2つの架台装置10は、正面視(X)で横方向にも複数並設される。上述のように架台本体12の正面視(X)での横幅は、太陽電池パネル16の長さよりも短く設定されているので、隣接して配置される架台装置10どうしの間を適切な間隔に保持するための間隙保持部材40が設置される。間隙保持部材40は、例えば、コンクリート製の略直方体状のブロック材からなる。なお、間隙保持部材40は、隣接する架台装置10の間に挟まれるように地面に所定間隔で載置され、両側面を架台本体12の両端面に略当接させてそれらの架台本体12を位置決めする。なお、間隙保持部材40の正面視幅方向長さは、例えば、隣接する架台装置10で支持している太陽電池パネル16どうしの間に若干の隙間をあけるような長さで設けられている。間隙保持部材の形状や大きさは、材質は上記のものに限らず、例えば、架台本体の長さに応じて前後に長く形成された偏平板形状のブロックでもよく、その他任意のものでもよい。また、間隙保持部材は、必ずしも設置しなくてもよい。   Further, as shown in FIGS. 3 and 4, a plurality of two gantry devices 10 in which the inclined flow direction end portions are connected and connected are also arranged in parallel in the lateral direction in a front view (X). As described above, the horizontal width of the gantry body 12 in the front view (X) is set to be shorter than the length of the solar battery panel 16, so that the gantry devices 10 arranged adjacent to each other are set at an appropriate interval. A gap holding member 40 for holding is installed. The gap holding member 40 is made of, for example, a substantially rectangular parallelepiped block material made of concrete. The gap holding members 40 are placed on the ground at predetermined intervals so as to be sandwiched between the adjacent gantry devices 10, and both side surfaces thereof are brought into substantially contact with both end surfaces of the gantry main body 12 so that the gantry main bodies 12 are brought into contact with each other. Position. In addition, the front view width direction length of the gap | interval holding member 40 is provided with the length which opens a some clearance gap between the solar cell panels 16 currently supported by the adjacent mount apparatus 10, for example. The material and shape of the gap holding member are not limited to those described above. For example, the gap holding member may be a flat plate-like block formed long in the front and rear according to the length of the gantry body, or any other arbitrary one. Further, the gap holding member is not necessarily installed.

本実施形態に係る架台装置10を施工する際には、例えば、予め所要の勾配で傾斜した天端22を有するU字形の架台装置10を多数個製造し、保管、管理しておく。架台本体12は、プレキャストコンクリート製品として一体成形されているので、量産して低コスト化を図ることができる。例えば、既存のU字溝ブロック用コンクリート型枠を利用して製造することもでき、大幅にコストを低減できる。施工現場では、必要に応じて地面GLを平らに整地しておき、架台本体12(12A,12B)を現場に運びこんだ後、それらを組み付ける。架台本体12は、太陽電池パネルの受光面が南を向くように流れ方向を決めて、地面に載置するだけで簡単に設置できる。また、2つの架台本体12A、12Bどうしは連結部を介して連結される。地面に設置した架台本体12の取付部14に太陽電池パネル16を取り付ける。図3、図4に示すように、同様にして複数の架台装置10を並べて設置し、必要な電力を得られる規模の太陽光発電設備を構築する。この際、正面視で横幅方向に隣接する架台装置10どうしの間には間隙保持部材40が設置され、互いに位置決めされて整列される。このようにして、工場での製造段階では低コストで製造でき、保管管理も容易であるとともに、現場での施工作業は、簡単、低労力、短時間で太陽電池パネル16を設置することができる。特に、従来のように高コストな鋼材をほとんど又は全く使用する必要がなく、比較的安価に製造できるコンクリートブロック製品で構築でき、構造が極めて簡単かつシンプルで、低コスト化を図ることができる。   When constructing the gantry device 10 according to this embodiment, for example, a large number of U-shaped gantry devices 10 having the top end 22 inclined in advance with a required gradient are manufactured, stored, and managed. Since the gantry body 12 is integrally formed as a precast concrete product, it can be mass-produced to reduce costs. For example, it can be manufactured using an existing concrete form for a U-shaped groove block, and the cost can be greatly reduced. At the construction site, the ground GL is leveled as necessary, and after the gantry body 12 (12A, 12B) is brought to the site, they are assembled. The gantry body 12 can be installed simply by determining the flow direction so that the light receiving surface of the solar cell panel faces south and placing it on the ground. Further, the two gantry main bodies 12A and 12B are connected to each other through a connecting portion. The solar cell panel 16 is attached to the attachment part 14 of the gantry body 12 installed on the ground. As shown in FIGS. 3 and 4, similarly, a plurality of gantry devices 10 are installed side by side to construct a photovoltaic power generation facility of a scale that can obtain necessary power. At this time, the gap holding member 40 is installed between the gantry devices 10 adjacent in the lateral width direction when viewed from the front, and is positioned and aligned with each other. In this way, it can be manufactured at a low cost at the manufacturing stage in the factory, storage management is easy, and on-site construction work can be performed simply, with low labor, and in a short time, the solar cell panel 16 can be installed. . In particular, it is possible to construct a concrete block product that can be manufactured relatively inexpensively with little or no use of expensive steel materials as in the prior art, and the structure is extremely simple and simple, and the cost can be reduced.

次に、図7、図8を参照しつつ本考案の太陽電池パネルの架台装置の第2の実施形態について説明する。上記実施形態と同一部材には同一符号を付し詳細な説明を省略する。本実施形態に係る架台装置10−2は、上記第1実施形態と略同じ構成であるが、架台本体の構成が若干異なっている。本実施形態では、上記実施形態同様に、架台本体12−2は、2つの傾斜天端24と、底壁20と、により一体成形のU字形を形成している。傾斜天端壁24は、天端梁部26と縦壁部28とが形成されているが、縦壁部28は、天端梁部26の長さ方向中間位置から下方に延長して形成されている。よって、天端梁部26の一端が傾斜天端壁の縦壁部28から突出されている。すなわち、天端梁部26は、縦壁部28の一端部より傾斜流れ方向に沿って外部に突設した突設天端部48を含み、天端22の長さが縦壁部28及び底壁20よりも長く設けられている。例えば、傾斜低位側の第1架台本体12Aでは、突設天端部48は傾斜流れの傾斜低位側(図10上、左側)に向けて突設されている。一方、傾斜高位側の第2架台本体12Bでは、突設天端部48は、傾斜流れの傾斜高位側(図10上、右側)に向けて突設されている。2つの架台本体12A,12Bの連結端部側では、突設天端部は設けられておらず、天端22の端部と縦壁部28の端部とが揃うように略鉛直直線状の端部で形成されており、2つの架台本体12A、12Bどうして互いに当接状態で突き合わされている。なお、図8に示すように、2つの架台本体を連結した状態で、5枚の太陽電池パネル16が支持されている。5枚の太陽電池パネルのうち真ん中に配置されるパネルは、2つの架台本体の天端22に跨って配置されて固定されている。図7に示すように、架台本体12−2の底壁20は、縦壁部28の下端に対応したサイズで形成されているとともに、肉抜き孔50が設けられている。本実施形態では、太陽電池パネルを受ける天端22及び天端梁部28の長さと比較して縦壁部及び底壁部を小型化した構成となっていることから、架台装置の支持強度及び設置状態での安定性を維持したまま、該架台本体12の軽量化を促進できると同時に、コンクリートの使用量低下により製造コストを低減できる。また、本実施形態に係る架台装置10−2でも、現場で簡単に施工でき、コストを低減できる等の上記実施形態同様の作用効果を奏することができる。   Next, a second embodiment of the solar cell panel mounting device of the present invention will be described with reference to FIGS. The same members as those in the above embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The gantry device 10-2 according to the present embodiment has substantially the same configuration as that of the first embodiment, but the configuration of the gantry body is slightly different. In the present embodiment, the gantry body 12-2 forms an integrally formed U-shape with the two inclined top ends 24 and the bottom wall 20, as in the above embodiment. The inclined ceiling end wall 24 is formed with a ceiling end beam portion 26 and a vertical wall portion 28, and the vertical wall portion 28 is formed to extend downward from an intermediate position in the longitudinal direction of the ceiling end beam portion 26. ing. Therefore, one end of the top end beam portion 26 protrudes from the vertical wall portion 28 of the inclined top end wall. That is, the top end beam portion 26 includes a projecting top end portion 48 projecting outward from one end portion of the vertical wall portion 28 along the inclined flow direction, and the length of the top end 22 is the length of the vertical wall portion 28 and the bottom. It is longer than the wall 20. For example, in the first gantry body 12A on the lower slope side, the projecting top end portion 48 projects toward the lower slope side (left side in FIG. 10) of the slope flow. On the other hand, in the 2nd mount main body 12B of the inclination high level side, the protrusion top end part 48 is protrudingly provided toward the inclination high level side (FIG. 10, upper right) of an inclination flow. On the connection end portion side of the two gantry main bodies 12A and 12B, no projecting top end portion is provided, and a substantially vertical straight line shape is formed so that the end portion of the top end 22 and the end portion of the vertical wall portion 28 are aligned. It is formed at the end, and the two gantry main bodies 12A and 12B are abutted in contact with each other. In addition, as shown in FIG. 8, the five solar cell panels 16 are supported in the state which connected two mount main bodies. The panel arranged in the middle of the five solar cell panels is arranged and fixed across the top ends 22 of the two gantry main bodies. As shown in FIG. 7, the bottom wall 20 of the gantry body 12-2 is formed in a size corresponding to the lower end of the vertical wall portion 28, and is provided with a lightening hole 50. In this embodiment, since the vertical wall portion and the bottom wall portion are downsized as compared with the length of the top end 22 and the top end beam portion 28 that receive the solar cell panel, the support strength of the gantry device and While maintaining the stability in the installed state, the weight of the gantry body 12 can be promoted, and at the same time, the manufacturing cost can be reduced by reducing the amount of concrete used. In addition, the gantry device 10-2 according to the present embodiment can provide the same operational effects as the above-described embodiment, such as being able to be easily constructed on site and reducing costs.

次に、図9、図10を参照しつつ本考案の太陽電池パネルの架台装置の第3の実施形態について説明する。上記実施形態と同一部材には同一符号を付し詳細な説明を省略する。本実施形態に係る架台装置10−3は、上記第2実施形態と略同じ構成であるが、架台本体の構成が若干異なっている。本実施形態では、架台本体12−3の傾斜天端壁24の縦壁部28の外形輪郭形状が異なっている。架台本体12−3は、傾斜天端壁24の天端梁部26が突出されている端部側(第1架台本体12Aでは図10上の左側、第2架台本体12Bでは図10上の右側)において、縦壁部28の縦辺部は、それぞれ天端梁部に接続する上方から底壁に接続する下方に向けて壁幅を狭くなるような傾斜で形成されている。一方、架台本体12−3の互いに連結される連結端部側では、上記実施形態同様に、天端端部と縦壁部端部とが揃うように略鉛直直線状の端部で形成されており、2つの架台本体12A、12Bどうして互いに当接状態で突き合わされている。この実施形態では、上記第2実施形態と比較して縦壁部及び底部の面積をより縮小できる。これによって、該架台本体12の軽量化をより促進できると同時に、製造コストをより低減できる。また、本実施形態に係る架台装置10−3でも、現場で簡単に施工でき、コストを低減できる等の上記実施形態同様の作用効果を奏することができる。   Next, a third embodiment of the solar cell panel mounting device of the present invention will be described with reference to FIGS. The same members as those in the above embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The gantry device 10-3 according to the present embodiment has substantially the same configuration as that of the second embodiment, but the configuration of the gantry body is slightly different. In the present embodiment, the outer contour shape of the vertical wall portion 28 of the inclined ceiling end wall 24 of the gantry body 12-3 is different. The gantry body 12-3 has an end portion side from which the top end beam portion 26 of the inclined ceiling end wall 24 protrudes (the first gantry body 12A has a left side in FIG. 10 and the second gantry body 12B has a right side in FIG. 10). ), The vertical side portion of the vertical wall portion 28 is formed with an inclination so that the wall width becomes narrower from the upper side connected to the top end beam portion to the lower side connected to the bottom wall. On the other hand, on the connecting end portion side of the gantry main body 12-3 that is connected to each other, the top end portion and the vertical wall end portion are formed with substantially vertical straight ends so that the top end portion and the vertical wall end portion are aligned. The two gantry main bodies 12A and 12B are abutted against each other. In this embodiment, the area of the vertical wall portion and the bottom portion can be further reduced as compared with the second embodiment. Thereby, the weight reduction of the gantry body 12 can be further promoted, and the manufacturing cost can be further reduced. In addition, the gantry device 10-3 according to the present embodiment can provide the same effects as those of the above-described embodiment such that it can be easily constructed on site and the cost can be reduced.

本考案の太陽電池パネルの架台装置は、メガワット級の太陽電池電力生成装置用の太陽電池パネル支持ばかりでなく、小型の太陽電池パネルの独立架設支持まで、幅広く適用することができる。   The solar cell panel mount device of the present invention can be widely applied not only to supporting solar cell panels for megawatt-class solar cell power generation devices but also to independent installation support of small solar cell panels.

10 太陽電池パネルの架台装置
12 架台本体
14 取付部
16 太陽電池パネル
20 底壁
22 天端
24 傾斜天端壁
26 天端梁部
28 縦壁部
36 連結部
X 正面視
DESCRIPTION OF SYMBOLS 10 Mounting device of solar cell panel 12 Mounting frame main body 14 Mounting part 16 Solar cell panel 20 Bottom wall 22 Top end 24 Inclined ceiling end wall 26 Top end beam part 28 Vertical wall part 36 Connection part X Front view

Claims (4)

所要の地上高さにおいて所要の勾配で傾斜して支持される太陽電池パネルの架台装置であり、
正面視でU字状成形体をなすコンクリート製架台本体であって、太陽電池パネルの傾斜流れ方向に平行な天端を有し対向して縦方向に配置される2つの傾斜天端壁と、2つの傾斜天端壁の下端から対向方向に延長してそれらの下端どうしを連結させる底壁と、により一体成形のU字形を形成するコンクリート製架台本体と、
架台本体の傾斜天端壁に設けられた複数の太陽電池パネルの取付部と、を有することを特徴とする太陽電池パネルの架台装置。
It is a solar panel mounting device that is supported at a required gradient at a required slope,
A concrete gantry body that forms a U-shaped molded body in a front view, and has two crested ceiling end walls that have a crest end parallel to the slanted flow direction of the solar cell panel and are arranged in a vertical direction opposite to each other; A bottom wall that extends in the opposite direction from the lower ends of the two inclined ceiling end walls and connects the lower ends thereof, and a concrete gantry body that forms an integrally formed U-shape;
A mounting device for a plurality of solar cell panels provided on the inclined ceiling end wall of the main frame body, and a solar cell panel mounting device.
傾斜天端壁の天端の傾斜角度が10〜50度であることを特徴とする請求項1記載の太陽電池パネルの架台装置。   The gantry device for a solar cell panel according to claim 1, wherein the inclination angle of the top end of the inclined top end wall is 10 to 50 degrees. 傾斜流れ方向端部に、同じ傾斜角天端を有する他の架台本体を連結接続させる連結部が設けられていることを特徴とする請求項1又は2記載の太陽電池パネルの架台装置。   The gantry device for a solar cell panel according to claim 1 or 2, wherein a linking portion for linking and connecting another gantry body having the same tilt angle top is provided at an end portion in the inclined flow direction. 天端の長さ方向に通した天端梁部と天端梁部から下方に延長する縦壁により傾斜天端壁が形成され、
縦壁は、天端梁部の長さ方向中間位置から下方に延長して、天端梁部の一端を傾斜天端壁から突出させた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電池パネルの架台装置。
An inclined ceiling wall is formed by the ceiling beam section that passes in the length direction of the ceiling and the vertical wall that extends downward from the ceiling beam section,
4. The vertical wall extends downward from an intermediate position in the longitudinal direction of the top end beam portion, and one end of the top end beam portion protrudes from the inclined top end wall. A mounting device for the solar cell panel as described.
JP2012004189U 2012-07-10 2012-07-10 Solar panel mounting device Expired - Fee Related JP3178584U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014088665A (en) * 2012-10-29 2014-05-15 Mitsubishi Chemical Engineering Corp Installation structure for solar cell module
JP2014185485A (en) * 2013-03-25 2014-10-02 Suneco:Kk Molding mold of panel cradle

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014088665A (en) * 2012-10-29 2014-05-15 Mitsubishi Chemical Engineering Corp Installation structure for solar cell module
JP2014185485A (en) * 2013-03-25 2014-10-02 Suneco:Kk Molding mold of panel cradle

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