JP5498558B2 - Leg panel connection structure for solar panel mount - Google Patents

Leg panel connection structure for solar panel mount Download PDF

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JP5498558B2
JP5498558B2 JP2012237948A JP2012237948A JP5498558B2 JP 5498558 B2 JP5498558 B2 JP 5498558B2 JP 2012237948 A JP2012237948 A JP 2012237948A JP 2012237948 A JP2012237948 A JP 2012237948A JP 5498558 B2 JP5498558 B2 JP 5498558B2
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metal fitting
shaped metal
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solar cell
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JP2014088675A (en
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賢司 向後
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松山鋼材株式会社
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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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Description

本発明は、太陽電池パネルを傾斜状態で支持する太陽電池パネル用架台の脚部を、地中に一部を埋設される杭とこれに連結される支柱とを連結したものによって構成した太陽電池パネル用架台の脚部連結構造に関するものである。   The present invention relates to a solar cell in which a leg portion of a solar cell panel support for supporting a solar cell panel in an inclined state is formed by connecting a pile partially embedded in the ground and a column connected thereto. The present invention relates to a leg connecting structure of a panel mount.

太陽電池パネルは太陽エネルギを電気エネルギに変換するものであるから、太陽光の受光効率の高い地域や建造物が選定され、その選定された地域の地上に、あるいは建造物上に太陽電池パネルを搭載する架台が設置される。また、太陽電池パネルは常に風雨や強い紫外線など自然環境に晒される。従って、例えば複数の太陽電池パネルが広域の地上に直接設置された場合に、強風を受けて太陽電池パネルが太陽電池パネル用架台とともに浮き上がったり、転倒したりすることがある。   Since solar panels convert solar energy into electrical energy, areas and buildings with high sunlight receiving efficiency are selected, and solar panels are placed on the ground of the selected areas or on buildings. A mounting base is installed. In addition, solar cell panels are always exposed to natural environments such as wind and rain and strong ultraviolet rays. Therefore, for example, when a plurality of solar cell panels are directly installed on the ground over a wide area, the solar cell panel may float with the solar cell panel mount or fall over due to strong wind.

このため、太陽電池パネルのかかる浮き上がりや転倒を防止するために、従来から架台を支持する脚部の下端を、地中に打設したコンクリート基礎中に埋設するものが広く採用されている。しかし、このコンクリート基礎による脚部の固定構造にあっては、地面の掘削やコンクリートの打設などの作業が大掛かりになり、施行コストが高くなるほか、敷地を別の用途に転用する際に、そのコンクリート基礎の除去作業や廃棄作業に費用が掛かり、不経済かつ現実的でないという不都合があった。   For this reason, in order to prevent the solar cell panel from being lifted or toppled over, it has been widely adopted that the lower end of the leg portion supporting the gantry is embedded in a concrete foundation placed in the ground. However, in the structure of fixing the legs by this concrete foundation, work such as excavation of the ground and placing of concrete becomes large, and the enforcement cost becomes high, and when diverting the site to another use, The concrete foundation is costly to remove and dispose of, and has the disadvantage of being uneconomical and impractical.

一方、従来の太陽電池パネルを保持する架台を支える脚部として、先端にかえしを有する矢じり部を設けた杭を用いるものが提案されている。この杭は所定の深さまで地中に打ち込み、該杭の途中に、該杭の径より大きい径の支持部を設けて該支持部を埋設するように構成される。そして、この支持部に前記架台を保持する支柱を設け、前記杭で風による引抜き荷重を支え、前記支持部で太陽電池パネル等の荷重を支えるようにしている(例えば、特許文献1参照)。   On the other hand, what uses the pile which provided the arrowhead part which has a barb at the front-end | tip is proposed as a leg part which supports the mount frame which hold | maintains the conventional solar cell panel. This pile is driven into the ground to a predetermined depth, and a support portion having a diameter larger than the diameter of the pile is provided in the middle of the pile to bury the support portion. And the support | pillar which hold | maintains the said mount frame is provided in this support part, The extraction load by a wind is supported by the said pile, and the load of a solar cell panel etc. is supported by the said support part (for example, refer patent document 1).

これによれば、前記杭を所定の深さだけ地中に打ち込み、その後に杭の途中に支持部を固定させるものであるからその作業は簡単なものであり、作業コストは安価なものとなる。また、風荷重による引き抜き荷重はやじり部のかえしによって支えられるので、支持部は支柱のみを支えればよく、従って、支持部の重さを重くする必要がなく、しかも大きくしなくてよいので、支持部を埋設するための地中の掘削は僅かなものでよいとしている。   According to this, since the pile is driven into the ground by a predetermined depth, and then the support portion is fixed in the middle of the pile, the work is simple and the work cost is low. . In addition, since the pulling-out load due to wind load is supported by the barb's barbing, the support only needs to support the column, and therefore it is not necessary to increase the weight of the support and it is not necessary to increase it. It is said that the excavation in the ground for burying the part may be slight.

特開平05‐003335号公報JP 05-003335 A

しかしながら上述した従来の太陽電池パネルの架台は、解決すべき以下の問題を有している。即ち、架台を支持する脚部である支柱および杭は一体で長尺であるため、地中への打込み作業は土木機械を用いるなど、地中への打込み作業が面倒で大掛かりになる。また、前記支持部の貫通孔内への支柱の挿通作業、貫通孔と支柱との間隙にコンクリートを充填するなどの面倒で非効率の作業が必要で、結局架台の設置工事に長期間を費やすととなっていた。   However, the conventional solar cell panel mount described above has the following problems to be solved. That is, since the struts and piles that support the gantry are long and united, the operation of driving into the ground is troublesome and large, such as using a civil engineering machine. In addition, it requires troublesome and inefficient work such as inserting the support pillar into the through hole of the support part and filling concrete in the gap between the through hole and the support pillar, and eventually spends a long time on the installation work of the gantry. It was.

また、一般に架台の傾きは、この架台の施行現場ごとに異なるため、地中から地上まで一本の脚部をその施行現場に合った長さに工場生産することが困難で、施工現場に合った長さに調整する必要が生じた場合など、その調整作業に手間取り、結局架台設置の作業効率を悪くするという不都合があった。太陽電池パネルの設置には、架台設置工数を削減することが重要であり、この課題設置工数の削減は、太陽電池パネルの敷設コストの大部分を占める工事日数の短縮およびトータルコストの削減に寄与するものである。   In general, the inclination of the gantry varies from site to site, so it is difficult to produce a single leg from the ground to the ground in a length that fits the site. When there is a need to adjust the length, the adjustment work takes time, and the work efficiency of the installation of the gantry is deteriorated. It is important to reduce the number of installation steps for the installation of solar panels, and this reduction in installation man-hours contributes to shortening the construction days that account for the majority of solar panel installation costs and reducing the total cost. To do.

本発明はかかる従来の問題点を解決するためになされたものであり、その目的とするところは、架台の脚部を支柱と杭とに分けることで、杭の地中への打込み作業を容易化できるとともに、地中に打込んだ杭に支柱を継ぎ足すことで、太陽電池パネルの設置条件、設置角度などについて施行現場に合った架台の施工を効率的かつローコストに実施できる太陽電池パネル用架台の脚部連結構造を提供することにある。   The present invention has been made to solve such conventional problems, and the object of the present invention is to divide the legs of the gantry into columns and piles, thereby making it easier to drive the piles into the ground. For solar battery panels that can be installed efficiently and at low cost, according to the installation site, with regard to the installation conditions, installation angles, etc. of the solar battery panels, by adding struts to piles driven into the ground An object of the present invention is to provide a pedestal leg connecting structure.

前述した目的を達成するために、本発明にかかる太陽電池パネル用架台の脚部連結構造は、太陽電池パネルを搭載する架台を支持する複数本の脚部が、その架台を支持する複数本の筒状の支柱と、下部が地中に埋設されて、前記支柱に連結される角筒状の杭とから構成され、該杭の上端部において対向する一対の側壁には、垂直片と水平上片とからなる第のL字状金具の当該垂直片が当接され、これらの当接部位において各垂直片が前記側壁にボルト止めされ、一方、前記第のL字状金具が取り付けられる側とは異なる側の、前記支柱の下端部において対向する一対の側壁に、垂直片と水平下片とからなる第2のL字状金具の当該垂直片が当接され、これらの当接部位において各垂直片が前記側壁にボルト止めされ、前記第1のL字状金具の水平上片と第2のL字状金具の水平下片とがボル・ナットによって連結されてなることを特徴とする。 In order to achieve the above-mentioned object, the solar cell panel gantry leg connecting structure according to the present invention includes a plurality of leg portions that support the gantry on which the solar cell panel is mounted, and a plurality of leg portions that support the gantry. It is composed of a cylindrical column and a rectangular tube-shaped pile whose lower part is buried in the ground and connected to the column. The vertical piece of the first L-shaped metal fitting made of a piece is brought into contact with each other, and each vertical piece is bolted to the side wall at the contact portion, while the first L-shaped metal fitting is attached. The vertical piece of the second L- shaped bracket made of a vertical piece and a horizontal lower piece is brought into contact with a pair of side walls opposed to each other at the lower end of the support column on the side different from the side, and these contact parts Each vertical piece is bolted to the side wall and the first L-shaped gold Horizontal upper piece and the horizontal lower piece of the second L-shaped metal fitting is characterized by comprising linked by bolts and nuts.

この構成によれば、支柱および杭が角筒状断面を有するため、杭の地中への打込み作業が容易、迅速となり、打ち込まれた杭の周囲を囲む土砂およびその角筒内に浸入した土砂により、この杭を地中に硬く保持でき、地上でこの杭に連結される支柱を安定的に支持することできる。また、この杭のうち地上に露出した部位には、太陽光の照射方向(角度)など施行現場に合った、つまり太陽電池パネルの傾斜角度にあった各支柱の高さを、第1のL字状金具および第2のL字状金具のボルト・ナットを用いた連結構造によって、簡単かつ迅速に調整および設定でき、結果として架台の設置およびこの架台への太陽電池パネルの設置を効率的かつローコストに実現できる。   According to this configuration, since the pillars and the piles have a rectangular tube-shaped cross section, the operation of driving the piles into the ground becomes easy and quick, and the earth and sand surrounding the piles that have been driven in and the earth and sand that has entered the square tube By this, this pile can be hold | maintained firmly in the ground, and the support | pillar connected with this pile on the ground can be supported stably. Moreover, in the part exposed to the ground among the piles, the height of each column that matches the operation site such as the irradiation direction (angle) of sunlight, that is, the inclination angle of the solar cell panel, is set to the first L The connection structure using the bolts and nuts of the L-shaped bracket and the second L-shaped bracket allows easy and quick adjustment and setting. As a result, the installation of the gantry and the installation of the solar cell panel on this gantry are efficient and Realized at low cost.

この場合において、第1のL字状金具の水平上片および第2のL字状金具の水平下片に設けられたボルト通し孔を長孔とすることにより、支柱とこれに連結する杭の中心軸が相互に僅かずれることがあっても、これらのボルト通し孔にボルトを確実に通すことができ、このボルトおよびナットによる第1のL字状金具および第2のL字状金具の連結を確実にし、以って支柱と杭の連結作業を容易かつ速やかに実施することができる。   In this case, by making the bolt through hole provided in the horizontal upper piece of the first L-shaped metal fitting and the horizontal lower piece of the second L-shaped metal fitting into a long hole, the pillar and the pile connected to the pillar are connected. Even if the central axes are slightly shifted from each other, the bolts can be securely passed through these bolt through holes, and the first L-shaped metal fitting and the second L-shaped metal fitting are connected by the bolt and the nut. Therefore, it is possible to easily and quickly carry out the connecting work between the pillar and the pile.

本発明によれば、杭の地中への打込み作業を容易化、迅速化して、打ち込まれた杭を地中に硬く保持でき、地上において支柱を安定的に支持することできる。また、太陽電池パネルの傾斜角度に合った各支柱の高さ調整を施工現場で実施でき、第1のL字状金具および第2のL字状金具のボルト・ナットを用いた連結構造によって、その高さを安定的に保持できる。さらに大掛かりなコンクリート基礎などの打設工事などをすることなく、簡単かつ迅速に架台の設置および傾きの調整ができ、結果として太陽電池パネル用架台の設置を効率的かつローコストに実現できる。   ADVANTAGE OF THE INVENTION According to this invention, the driving | operation operation | work to the underground of a pile is made easy and quick, the driven pile can be hold | maintained firmly in the ground, and a support | pillar can be supported stably on the ground. Moreover, the height adjustment of each support column that matches the inclination angle of the solar cell panel can be performed at the construction site, and the connection structure using the bolts and nuts of the first L-shaped bracket and the second L-shaped bracket, The height can be stably maintained. Furthermore, the installation of the gantry and the adjustment of the tilt can be performed easily and quickly without performing a large-scale concrete foundation placing work, and as a result, the installation of the solar cell panel gantry can be realized efficiently and at low cost.

以上、本発明について簡潔に説明した。更に、以下に発明を実施するための最良の形態を、添付の図面を参照して詳細に説明する。   The present invention has been briefly described above. Further, the best mode for carrying out the invention will be described below in detail with reference to the accompanying drawings.

本発明の実施形態における太陽電池パネル用架台を示す側面図である。It is a side view which shows the stand for solar cell panels in embodiment of this invention. 図1における脚部連結部材を分解して示す斜視図である。It is a perspective view which decomposes | disassembles and shows the leg connection member in FIG. 図1における太陽電池パネル用架台の一部を拡大して示す側面図である。It is a side view which expands and shows some solar cell panel mounts in FIG. 図1における脚部の連結構造を示す斜視図である。It is a perspective view which shows the connection structure of the leg part in FIG. 図4における脚部の連結構造を90度の角度隔てた方向から見た状態を示す斜視図である。It is a perspective view which shows the state which looked at the connection structure of the leg part in FIG. 4 from the direction 90 degrees apart. 図1におけるL字状金具を示す正面図である。It is a front view which shows the L-shaped metal fitting in FIG. 図6におけるL字状金具を示す平面図である。It is a top view which shows the L-shaped metal fitting in FIG. 図6に示したL字状金具のX‐X線断面図である。It is XX sectional drawing of the L-shaped metal fitting shown in FIG. 図7におけるL字状金具の取り付け構造を一部破断して示す正面図である。It is a front view which partially fractures and shows the attachment structure of the L-shaped metal fitting in FIG. 図7における締結部材を示す斜視図である。It is a perspective view which shows the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG. 図10における締結部材によるL字状金具の取付手順を示す要部の平断面図である。It is a plane sectional view of the important section showing the attachment procedure of the L-shaped metal fitting by the fastening member in FIG.

以下、本発明の一実施の形態による太陽電池パネル搭載用架台の脚部連結構造を、図1乃至図16を参照して説明する。   Hereinafter, a leg connecting structure of a solar cell panel mounting base according to an embodiment of the present invention will be described with reference to FIGS. 1 to 16.

図1は本実施形態における太陽電池パネル搭載用架台の全体を概念的に示す。この太陽電池パネル搭載用架台は太陽電池パネル11を支持する支持台(架台)12と、この支持台12を例えば4箇所で支持金具13により支持する角筒状の支柱14と、これらの支柱14に脚部連結金具15を用いて連結され、この支柱14と同幅の角筒状の杭16と、を備えて構成される。支柱14および杭16は支持台12を地上に支持するための脚部Aを構成している。   FIG. 1 conceptually shows the whole solar cell panel mounting base in the present embodiment. This solar cell panel mounting base includes a support base (base) 12 that supports the solar battery panel 11, a rectangular column-like column 14 that supports the support 12 by, for example, four support brackets 13, and these columns 14. Are connected to each other using a leg connecting bracket 15, and a pillar 16 having the same width as that of the column 14 is provided. The support column 14 and the pile 16 constitute a leg A for supporting the support 12 on the ground.

支柱14および杭16は前述のように角筒状の鋼管などからなり、断面形状およびサイズはともに等しい。これらのうち支柱14は対向する一対の側壁14a、14bに、図2に示すような所定サイズの丸孔(取付孔)17が所定間隔で横一列に2個宛有する。一方、杭16は対向する一対の側壁16a、16bであって、前記丸孔17とは垂直方向に重ならない位置に、所定間隔で所定サイズの丸孔(取付孔)18が横一列に2個宛有する。かかる脚部Aは、周知のあらゆる形態の支持台12および太陽電池パネル11の支持に採用可能である。   As described above, the pillars 14 and the piles 16 are made of square tubular steel pipes or the like, and both have the same cross-sectional shape and size. Of these, the column 14 has two circular holes (mounting holes) 17 having a predetermined size as shown in FIG. 2 in a pair of side walls 14a and 14b facing each other at a predetermined interval. On the other hand, the pile 16 is a pair of opposing side walls 16a and 16b, and two round holes (mounting holes) 18 of a predetermined size are arranged in a horizontal row at a predetermined interval at a position not overlapping with the round hole 17 in the vertical direction. I have it. Such legs A can be used to support the support 12 and the solar cell panel 11 in all known forms.

一方、支持台12を支柱14に支持させるための前記支持金具13は、図3に示すように、C字型金具19と、このC字型金具19の上部片19aに一体に設けられて垂直に起立する起立片20とからなる。このC字型金具19の垂直片19bは支柱14の上端部側面に当接され、この垂直片19bおよび支柱14の側壁を水平方向に貫通するボルト21にナット22がねじ込まれることで、このC字型金具19は支柱14に、図3に示すように固定される。   On the other hand, as shown in FIG. 3, the support fitting 13 for supporting the support base 12 on the support column 14 is provided integrally with a C-shaped bracket 19 and an upper piece 19a of the C-shaped bracket 19 so as to be vertical. And an upstanding piece 20 standing upright. The vertical piece 19b of the C-shaped metal fitting 19 is brought into contact with the side surface of the upper end portion of the support post 14, and a nut 22 is screwed into a bolt 21 penetrating the vertical piece 19b and the side wall of the support post 14 in the horizontal direction. The character bracket 19 is fixed to the support column 14 as shown in FIG.

さらに、前記起立片20は支持台12のフレーム12aの外側面に当接され、固定ピン(またはボルト)23を用いて回動可能にまたは固定的にそのフレーム12aの外側面に取り付けられている。なお、この支柱14に対する支持台12の取り付けには、上記以外の周知の支持構造を任意に用いることができる。また、図1において、前後の支柱14、14間には補強のための補強梁24が架設されている。この補強梁24と支柱14、14との連結には、ボルト・ナット等の周知の結合手段が用いられる。   Further, the upright piece 20 is in contact with the outer surface of the frame 12a of the support base 12, and is attached to the outer surface of the frame 12a so as to be rotatable or fixed by using a fixing pin (or bolt) 23. . Note that a well-known support structure other than the above can be arbitrarily used to attach the support base 12 to the support column 14. In FIG. 1, a reinforcing beam 24 for reinforcement is provided between the front and rear columns 14, 14. A well-known coupling means such as a bolt and a nut is used to connect the reinforcing beam 24 and the columns 14 and 14.

図4および図5は、支柱14と杭16とを連結して脚部Aを構成するための脚部連結部材(脚部連結金具)15を示す。ここで、図5は、図4に示したものを90度の角度に向きを変えて見た斜視図である。この脚部連結部材15は杭16の上端に取り付けられる2つの第1のL字状金具25と、支柱14の下端に取り付けられる2つの第2のL字状金具26とからなる。第1のL字状金具25および第2のL字状金具26は、図6〜図8に示すように、所定サイズの剛性の高い鋼板をL字状に折り曲げて成形したものであり、全長が角筒状の支柱14および杭16の各一辺の長さ(幅)を十分に超えるサイズとなっている。   4 and 5 show a leg connecting member (leg connecting bracket) 15 for connecting the support column 14 and the pile 16 to form the leg A. FIG. Here, FIG. 5 is a perspective view of what is shown in FIG. 4 when the orientation is changed to an angle of 90 degrees. The leg connecting member 15 includes two first L-shaped brackets 25 attached to the upper end of the pile 16 and two second L-shaped brackets 26 attached to the lower end of the column 14. The first L-shaped metal fitting 25 and the second L-shaped metal fitting 26 are formed by bending a rigid steel plate having a predetermined size into an L shape, as shown in FIGS. However, the size is sufficiently larger than the length (width) of each side of the square cylindrical column 14 and the pile 16.

これらの第1のL字状金具25および第2のL字状金具26は同一形状、同一サイズをなし、それぞれが垂直片25a、26aと水平片25b、26bとからなる。垂直片25a、26aには、図6に示すように2個の丸孔(取付孔)27が穿設され、水平片25b、26bには、図7に示すように2個の長孔28が穿設されている。ここで2個の丸孔27は支柱14や杭16の各一辺の長さ(幅)内に収まる位置に横一列に配置され、2個の長孔28は支柱14や杭16の各一辺の長さ(幅)を超える位置に横一列に配置されている。   The first L-shaped metal fitting 25 and the second L-shaped metal fitting 26 have the same shape and the same size, and each includes a vertical piece 25a, 26a and a horizontal piece 25b, 26b. As shown in FIG. 6, two round holes (mounting holes) 27 are formed in the vertical pieces 25a and 26a, and two long holes 28 are formed in the horizontal pieces 25b and 26b as shown in FIG. It has been drilled. Here, the two round holes 27 are arranged in a horizontal row in a position that fits within the length (width) of each side of the column 14 and the pile 16, and the two long holes 28 are arranged on each side of the column 14 and the pile 16. It is arranged in a horizontal row at a position exceeding the length (width).

この第1のL字状金具25および第2のL字状金具26からなる脚部連結金具15は、次のようにして杭16および支柱14に組み付けられる。先ず、脚部Aを構成する杭16上端部の側壁16a、16bのそれぞれに対し、図2に示すように各一のL字状金具25を第1のL字状金具としてこれを天地逆にし、さらに水平片25bを上にしてその垂直片25aを当接する。このとき垂直片25aに設けられた丸孔27と側壁16a、16bに設けられた丸孔18の位置を合わせる。   The leg connecting bracket 15 including the first L-shaped bracket 25 and the second L-shaped bracket 26 is assembled to the pile 16 and the column 14 as follows. First, for each of the side walls 16a and 16b at the upper end of the pile 16 constituting the leg A, each L-shaped bracket 25 is turned upside down as a first L-shaped bracket as shown in FIG. Further, the vertical piece 25a is brought into contact with the horizontal piece 25b facing upward. At this time, the positions of the round hole 27 provided in the vertical piece 25a and the round hole 18 provided in the side walls 16a and 16b are aligned.

続いて、図9に示すように、両端部にねじ部32aが施されたコ字状の締結部材32(図10参照)の当該両端部を、杭16の内側から側壁16a、16bの各丸孔18および垂直片25aの丸孔27に通し、その垂直片25aから外へ突出したねじ部32aにナット29をねじ込んで締め付ける。これにより、杭16に第1のL字状金具25がしっかり固定される。   Subsequently, as shown in FIG. 9, the both ends of the U-shaped fastening member 32 (see FIG. 10) with the screw portions 32 a at both ends are connected to the rounds of the side walls 16 a and 16 b from the inside of the pile 16. The nut 29 is screwed into the threaded portion 32a protruding from the vertical piece 25a through the hole 18 and the round hole 27 of the vertical piece 25a, and tightened. Thereby, the 1st L-shaped metal fitting 25 is fixed to the pile 16 firmly.

次に、支柱14下端部の側壁14a、14bのそれぞれに、図2および図4に示すように、別に用意されたL字状金具26を第2のL字状金具として水平片26bを下にして、その垂直片26aを当接する。このとき、垂直片26aに設けられた丸孔27と支柱14に設けられた丸孔17との位置会わせをする。   Next, on each of the side walls 14a and 14b at the lower end of the column 14, as shown in FIGS. 2 and 4, a separately prepared L-shaped metal fitting 26 is used as a second L-shaped metal fitting with the horizontal piece 26b facing down. Then, the vertical piece 26a is brought into contact therewith. At this time, the round hole 27 provided in the vertical piece 26a and the round hole 17 provided in the column 14 are aligned.

そして、両端部にねじ部32aが施された前記コ字状の締結部材32の当該両端部を、支柱14の内側から側壁14a、14bの各丸孔17およびL字状金具26の丸孔27に通し、その垂直片26bから外に突出したねじ部32aにナット29をねじ込んで締め付ける。これにより第2のL字状金具26が図4、図5および図9に示すように支柱14にしっかり固定される。   Then, the both ends of the U-shaped fastening member 32 having the screw portions 32 a at both ends are connected to the round holes 17 of the side walls 14 a and 14 b and the round holes 27 of the L-shaped metal fitting 26 from the inside of the column 14. The nut 29 is screwed into the screw portion 32a protruding outward from the vertical piece 26b and tightened. As a result, the second L-shaped metal fitting 26 is firmly fixed to the column 14 as shown in FIGS. 4, 5 and 9.

続いて、杭16の上端面に対し支柱14の下端面を衝き合わせるようにして、第1のL字状金具25の水平片(以下、水平上片という)25b上に、第2のL字状金具26の水平片(以下、水平下片という)26bを重ね合わせる。そして、これらの水平上片25bおよび水平下片26bに穿設した各長孔28にボルト30を通し、その端部にナット31をねじ込んで締め付ける。   Subsequently, a second L-shape is formed on a horizontal piece (hereinafter referred to as a horizontal upper piece) 25b of the first L-shaped bracket 25 so that the lower end surface of the support column 14 abuts against the upper end surface of the pile 16. A horizontal piece (hereinafter referred to as a horizontal lower piece) 26b of the metal fitting 26 is overlapped. Then, bolts 30 are passed through the long holes 28 formed in the horizontal upper piece 25b and the horizontal lower piece 26b, and nuts 31 are screwed into the end portions and tightened.

これにより、水平上片25bおよび水平下片26bが互いに固く連結され、杭16と支柱14とが一体接続される。これにより支持台12を支持するための、図1、図4および図5に示すような一本の脚部Aが構成される。この脚部Aの構成は、支持台12を支持する支柱14の設置本数分実施される。   Thereby, the horizontal upper piece 25b and the horizontal lower piece 26b are firmly connected to each other, and the pile 16 and the column 14 are integrally connected. Thus, a single leg A as shown in FIGS. 1, 4 and 5 for supporting the support base 12 is formed. The structure of the leg portion A is implemented for the number of support columns 14 that support the support base 12.

図11〜図16は、第弐のL字状金具26を支柱14に固定する手順を示す。なお、第1のL字状金具25を杭6に固定する手順も同様にして実施可能であるが、ここではその重複する説明を省略する。先ず、支柱14の側面(図では、上面)に、第2のL字形金具26の垂直片26aを図11に示すように当接する。このとき支柱14の丸孔17に対し第2のL字形金具26の丸孔27を合致させる。ここで、締結部材32を用意し、図11に示すように、各ねじ部32aを丸孔27に対向させる。   FIGS. 11-16 shows the procedure which fixes the L-shaped metal fitting 26 to the support | pillar 14. FIG. In addition, although the procedure which fixes the 1st L-shaped metal fitting 25 to the pile 6 can be implemented similarly, the duplication description is abbreviate | omitted here. First, the vertical piece 26a of the second L-shaped metal fitting 26 is brought into contact with the side surface (upper surface in the figure) of the support column 14 as shown in FIG. At this time, the round hole 27 of the second L-shaped bracket 26 is aligned with the round hole 17 of the support column 14. Here, the fastening member 32 is prepared, and each screw part 32a is made to oppose the round hole 27 as shown in FIG.

次に、締結部材32の一方のねじ部32aをその先端部から丸孔27およびこれに連通する丸孔17を介して、図12に示すように、支柱14内に挿入する。この挿入時には他方のねじ部32aが第2のL字状金具26の水平下片26bに干渉するため、連結部32bは大きく傾く。   Next, one screw part 32a of the fastening member 32 is inserted into the support column 14 as shown in FIG. 12 from the tip part through the round hole 27 and the round hole 17 communicating therewith. At the time of this insertion, the other threaded portion 32a interferes with the horizontal lower piece 26b of the second L-shaped metal fitting 26, so that the connecting portion 32b is greatly inclined.

丸孔27、17は締結部材32の太さに対して十分に余裕があるサイズであり、さらにねじ部32aと連結部32bとが連続するコーナ部分Pは、これの外周側が円滑な円弧面となっているため、前記丸孔17、27内で摺動可能である。   The round holes 27 and 17 have a size that has a sufficient margin with respect to the thickness of the fastening member 32. Further, the corner portion P where the screw portion 32a and the connecting portion 32b are continuous has a smooth arc surface on the outer peripheral side thereof. Therefore, it can slide in the round holes 17 and 27.

続いて、前記ねじ部32aが支柱14内の奥方向(矢印方向)に入り込むように、締結部材32を図13に示す矢印方向に回動操作する。この回動操作によって、コーナ部分Pは丸孔17、27を通して支柱14内に入り込み、図13に示すように、連結部32bがこれらの丸孔17、27内に位置することとなる。   Subsequently, the fastening member 32 is rotated in the arrow direction shown in FIG. 13 so that the screw portion 32a enters the back direction (arrow direction) in the column 14. By this turning operation, the corner portion P enters the column 14 through the round holes 17 and 27, and the connecting portion 32b is positioned in these round holes 17 and 27 as shown in FIG.

次に、締結部材32のねじ部32aが前記もう一方の丸孔17、27に差し掛かる位置付近で、この締結部材32を図14の矢印方向に回動操作する。このとき、ねじ部32aが前記丸孔17に臨む(対向する)ように、丸孔27を通して垂直片26aの外から看取しながら、締結部材32を回動操作する。   Next, in the vicinity of the position where the threaded portion 32a of the fastening member 32 reaches the other round hole 17, 27, the fastening member 32 is rotated in the direction of the arrow in FIG. At this time, the fastening member 32 is rotated while observing from the outside of the vertical piece 26 a through the round hole 27 so that the screw portion 32 a faces (opposes) the round hole 17.

続いて、ねじ部32aと連結部32bとのコーナ部Pをもう一方の丸孔17、27に近接するように締結部材32を回動操作するとともに、そのねじ部32aの先端を丸孔17、27に図14に示すように挿し入れる。これにより、ねじ部32aがもう一方のねじ部32aとともに、図15に示すように、垂直片32aの外側に突出することとなる。   Subsequently, the fastening member 32 is rotated so that the corner portion P of the screw portion 32a and the connecting portion 32b is close to the other round holes 17, 27, and the tip of the screw portion 32a is connected to the round hole 17, 27 is inserted as shown in FIG. As a result, the screw portion 32a together with the other screw portion 32a protrudes outside the vertical piece 32a as shown in FIG.

そこで、この状態を維持して、その垂直片26aの外側に突出した各ねじ部32aに変形性スリーブ33を挿通し、これを介在してナット34を各ねじ部32aにねじ込む。そして、これらのナット34の締め込みによって、図16に示すように、第2のL字状金具26を支柱14に確実に固定することができる。なお、この他の第2のL字状金具26および第1のL字状金具25の支柱14および杭16に対する取り付けも、上記同様の手順で実施可能である。   Therefore, maintaining this state, the deformable sleeve 33 is inserted into each screw portion 32a protruding to the outside of the vertical piece 26a, and the nut 34 is screwed into each screw portion 32a through this. Then, by tightening these nuts 34, the second L-shaped metal fitting 26 can be securely fixed to the column 14 as shown in FIG. Note that the other second L-shaped metal fitting 26 and the first L-shaped metal fitting 25 can be attached to the column 14 and the pile 16 in the same procedure as described above.

以上のように、本実施形態の太陽電池パネル搭載用架台の脚部連結構造は、地中に下端部を埋設した杭16に対し、地形や太陽照射環境に応じた角度で支持台12を地上に設立するための支柱14を、これの長さを施工現場で任意に選定して連結することができ、これをL字状金具25、26やコ字状の締結部材32、ボルト・ナットなどの小形部品を用いて現場組み立てすることで、脚部Aの構成部品の運搬、収納を容易化でき、支持台12の設置作業を容易化、効率化できる。また、溶接などの作業を伴わないので各構成部品に錆を発生することがない。さらにコンクリート基礎の打設などの大掛かりな工事も排除でき、施工コストを大幅に削減できることとなる。   As described above, the leg connection structure of the solar cell panel mounting base of the present embodiment is such that the support base 12 is grounded at an angle according to the terrain and the solar irradiation environment with respect to the pile 16 in which the lower end is embedded in the ground. The length of the support 14 can be arbitrarily selected at the construction site and connected thereto, and this can be connected to L-shaped brackets 25, 26, U-shaped fastening members 32, bolts and nuts, etc. By assembling in the field using the small parts, the component parts of the leg A can be easily transported and stored, and the installation work of the support base 12 can be facilitated and made efficient. Moreover, since work such as welding is not involved, rust does not occur in each component. Furthermore, large-scale construction such as placing concrete foundations can be eliminated, and construction costs can be greatly reduced.

本発明の太陽電池パネル搭載用架台の脚部連結構造は、支持台の脚部を支柱と杭とに分けることで、杭の地中への打込み作業を容易化できるとともに、地中に打込んだ杭に支柱を継ぎ足すことで、太陽電池パネルの設置条件、設置角度などについて施行現場にあった支持台の施工を効率的かつローコストに実施できるという効果を有し、太陽電池パネルを傾斜状態で支持する太陽電池パネル用架台の脚部を、地中に一部を埋設される杭とこれに連結される支柱とを連結したものによって構成した太陽電池パネル用架台の脚部連結構造等に有用である。   The solar cell panel mounting platform leg connecting structure according to the present invention divides the support base leg into a column and a pile, thereby facilitating the driving operation of the pile into the ground and driving into the ground. By adding pillars to the piles, it has the effect that the construction of the support base that was in place at the enforcement site can be carried out efficiently and at low cost with regard to the installation conditions, installation angles, etc. of the solar panel, and the solar panel is tilted The legs of the solar panel pedestal supported by the solar panel pedestal are constructed by connecting a pile partly buried in the ground and a column connected to the pillar, etc. Useful.

11… 太陽電池パネル、12…支持台、13…支持金具、14…支柱、15…脚部連結金具、16…杭、17,18…丸孔、19…C字型金具、20…起立片、21…ボルト、22…ナット、23…固定ピン、24…補強梁、25…第1のL字状金具、25b…水平上片(水平片)、26…第2のL字状金具(水平片)、25a,26a…垂直片、25b,26b…水平片、27…丸孔、28…長孔、29,31,34…ナット、30…ボルト、32…締結部材、33…変形性スリーブ   DESCRIPTION OF SYMBOLS 11 ... Solar cell panel, 12 ... Support stand, 13 ... Support metal fitting, 14 ... Support | pillar, 15 ... Leg part connection metal fitting, 16 ... Pile, 17, 18 ... Round hole, 19 ... C-shaped metal fitting, 20 ... Standing piece, 21 ... bolt, 22 ... nut, 23 ... fixing pin, 24 ... reinforcing beam, 25 ... first L-shaped metal fitting, 25b ... horizontal upper piece (horizontal piece), 26 ... second L-shaped metal fitting (horizontal piece) ), 25a, 26a ... vertical piece, 25b, 26b ... horizontal piece, 27 ... round hole, 28 ... long hole, 29, 31, 34 ... nut, 30 ... bolt, 32 ... fastening member, 33 ... deformable sleeve

Claims (2)

太陽電池パネルを搭載する架台を支持する複数本の脚部が、その架台を支持する複数本の筒状の支柱と、下部が地中に埋設されて、前記支柱に連結される角筒状の杭とから構成され、
該杭の上端部において対向する一対の側壁には、垂直片と水平上片とからなる第のL字状金具の当該垂直片が当接され、これらの当接部位において各垂直片が前記側壁にボルト止めされ、
一方、前記第のL字状金具が取り付けられる側とは異なる側の、前記支柱の下端部において対向する一対の側壁に、垂直片と水平下片とからなる第2のL字状金具の当該垂直片が当接され、これらの当接部位において各垂直片が前記側壁にボルト止めされ、
前記第1のL字状金具の水平上片と第2のL字状金具の水平下片とがボルト・ナットによって連結されてなることを特徴とする太陽電池パネル用架台の脚部連結構造。
A plurality of leg portions supporting a gantry for mounting the solar cell panel, a plurality of cylindrical columns supporting the gantry, and a rectangular tube shape in which a lower portion is buried in the ground and connected to the column. Composed of piles and
The pair of side walls facing each other at the upper end portion of the pile is in contact with the vertical piece of the first L-shaped bracket made up of a vertical piece and a horizontal upper piece, and each vertical piece is at the contact portion. Bolted to the side wall,
On the other hand, said first side different from the side where the L-shaped bracket is attached to a pair of opposite side walls at the lower end of the strut, the second L-shaped bracket comprising a vertical piece and a horizontal lower piece The vertical pieces are abutted, and each vertical piece is bolted to the side wall at these abutting portions,
A leg connecting structure for a solar cell panel gantry, wherein the horizontal upper piece of the first L-shaped metal fitting and the horizontal lower piece of the second L-shaped metal fitting are connected by bolts and nuts.
前記ボルト・ナットによって連結される第1のL字状金具の水平上片および前記第2のL字状金具の水平下片のボルト通し孔が、長孔であることを特長とする請求項1記載の太陽電池パネル用架台の脚部連結構造。 2. The bolt through hole of the horizontal upper piece of the first L-shaped metal fitting and the horizontal lower piece of the second L-shaped metal fitting connected by the bolt and nut is a long hole. leg connecting structure of a solar cell panel for stand according.
JP2012237948A 2012-10-29 2012-10-29 Leg panel connection structure for solar panel mount Expired - Fee Related JP5498558B2 (en)

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