JP2014122535A - Solar panel frame and construction method thereof - Google Patents

Solar panel frame and construction method thereof Download PDF

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JP2014122535A
JP2014122535A JP2013105734A JP2013105734A JP2014122535A JP 2014122535 A JP2014122535 A JP 2014122535A JP 2013105734 A JP2013105734 A JP 2013105734A JP 2013105734 A JP2013105734 A JP 2013105734A JP 2014122535 A JP2014122535 A JP 2014122535A
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concrete
base rail
solar panel
fixed
lower side
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JP5699180B2 (en
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Norio Akiyama
憲夫 秋山
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AKIYAMAKOUSAN CO Ltd
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AKIYAMAKOUSAN CO Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/10Photovoltaic [PV]
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Abstract

PROBLEM TO BE SOLVED: To provide a solar panel frame which can be constructed with a little components and further by simple work, and a construction method thereof.SOLUTION: On concrete foundations 15 which are provided at least at positions of vertices of a rectangle, high and low concrete forms 16 of which upper edges are tilted at an angle corresponding to an inclination angle of a frame 10 are provided in such a manner that one side in the inclination direction becomes low and the other side becomes high. On the concrete forms, base rails 11 in a shape having an upper side part and a lower side part are mounted, positioned and held, and joists 12 are mounted on the upper side parts of the base rails 11, fastened by mounting bolt and fixed on the lower side parts of the base rails 11 while projecting anchor bolts downwards, on the other hand, thereby assembling the frame 10. Concrete 30 is installed in the concrete form, and the anchor bolts are embedded and fixed into concrete supports.

Description

本発明はソーラーパネル用架台及びその構築方法に関し、特に少ない部品点数で済み、しかも簡単な作業でソーラーパネル用架台を構築できるようにした架台及び構築方法に関する。   The present invention relates to a solar panel gantry and a construction method thereof, and more particularly to a gantry and a construction method which can be constructed with a small number of parts and can be constructed with a simple operation.

ソーラー発電は再生可能エネルギーを利用する発電設備であり、火力発電や原子力発電に比較して環境への負荷が少なく、メンテナンス性にも優れていることから、設置が増加する傾向にある。特に、最近は1MW以上の発電能力を有する、いわゆるメガソーラーが注目され、設置例も増えている。   Solar power generation is a power generation facility that uses renewable energy, and has a tendency to increase installation because it has less environmental impact and is more maintainable than thermal power generation and nuclear power generation. In particular, so-called mega solar having a power generation capacity of 1 MW or more has recently attracted attention, and the number of installation examples is also increasing.

通常、ソーラー発電では建屋屋上や地上などの設置すべき面にソーラーパネル用架台を構築し、架台にソーラーパネルを搭載して固定するという構造が採用されることが多い。   In general, in solar power generation, a structure in which a solar panel mount is constructed on a surface to be installed on the building rooftop or the ground, and the solar panel is mounted and fixed on the mount is often employed.

例えば、設置すべき面の矩形の各頂点の位置にコンクリート基礎を作り、コンクリート基礎の上に長短の支柱を立て、支柱下端のベースプレートを基礎コンクリートの基礎ボルトに締結し、4本の支柱上端に矩形フレームを搭載し、取付けブラケットとボルト・ナットとによって矩形フレームを支柱に傾斜した状態で固定し、さらに支柱と矩形フレームとの間に傾斜した補強部材を設けて取付けボルトによって支柱及び矩形フレームを取付けることによってソーラーパネル用架台を構築し、この架台上にソーラーパネルを搭載して固定するようにしたソーラー発電設備が提案されている(特許文献1)。   For example, create a concrete foundation at each vertex of the rectangle of the surface to be installed, set up long and short pillars on the concrete foundation, fasten the base plate at the bottom of the pillar to the foundation concrete foundation bolt, A rectangular frame is mounted, and the rectangular frame is fixed to the column with the mounting bracket and bolts and nuts, and a tilted reinforcing member is provided between the column and the rectangular frame. A solar power generation facility has been proposed in which a solar panel gantry is constructed by mounting and a solar panel is mounted and fixed on the gantry (Patent Document 1).

特開2000−101123号公報JP 2000-101123 A

しかし、特許文献1記載のソーラーパネル用架台ではボルト締結用の部品や補強部材などの部品点数が多く、しかもボルト・ナットによる締結箇所が多く、構築作業が非常に煩雑で、作業時間が長くなっていた。   However, the solar panel mount described in Patent Document 1 has a large number of parts such as bolt fastening parts and reinforcing members, and there are many fastening points by bolts and nuts, so that the construction work is very complicated and the work time is long. It was.

本発明はかかる問題点に鑑み、少ない部品点数で済み、しかも簡単な作業で構築できるようにしたソーラーパネル用架台及びその構築方法を提供することを課題とする。   The present invention has been made in view of such problems, and an object thereof is to provide a solar panel gantry and a construction method thereof that can be constructed with a small number of parts and can be constructed with simple operations.

そこで、本発明に係るソーラーパネル用架台の構築方法は、設置すべき面にソーラーパネルを設置するための架台を構築するにあたり、設置すべき面の少なくとも矩形の各頂点の位置に設けたコンクリート基礎上に、上縁部が架台の傾斜角度に対応した角度に傾斜した高低の型枠を傾斜方向の一方が低く他方が高くなるように設け、該型枠の上縁部の上に、上辺部と下辺部を有する形状のベースレールを搭載して位置決め保持し、上記ベースレールの上辺部の上に根太を搭載し取付けボルトによって連結する一方、上記ベースレールの下辺部にアンカーボルトを下方に突出させて固定して架台を組み立て、上記型枠内にコンクリートを打設し、アンカーボルトをコンクリート支柱に埋設固定するようにしたことを特徴とする。   Therefore, in the construction method of the solar panel gantry according to the present invention, in constructing the gantry for installing the solar panel on the surface to be installed, the concrete foundation provided at the position of each vertex of at least the rectangle of the surface to be installed. On the upper side, an upper and lower mold form having an upper edge inclined at an angle corresponding to the inclination angle of the gantry is provided so that one in the inclination direction is low and the other is high. A base rail having a shape with a lower side is mounted and positioned and held, and a joist is mounted on the upper side of the base rail and connected with a mounting bolt, while an anchor bolt protrudes downward on the lower side of the base rail. In this case, the frame is assembled and fixed, the concrete is placed in the above-mentioned formwork, and the anchor bolt is embedded and fixed to the concrete column.

本発明の第1の特徴は上縁部が傾斜した型枠をコンクリート基礎上に組み立て、型枠上に、上辺部と下辺部を有する断面形状のベースレールを搭載して位置決め保持し、ベースレールの上辺部に根太を搭載して上辺部と根太を取付けボルトで連結し、ベースレールの下辺部にアンカーボルトを固定して架台を構成するようにした点にある。これにより、少ない部品点数でソーラーパネル用の架台を組み立てることができる。   A first feature of the present invention is that a mold frame having an inclined upper edge is assembled on a concrete foundation, a base rail having a cross-sectional shape having an upper side and a lower side is mounted on the mold, and is positioned and held. A joist is mounted on the upper side, the upper side and the joist are connected with a mounting bolt, and an anchor bolt is fixed to the lower side of the base rail to constitute a frame. Thereby, the stand for solar panels can be assembled with a small number of parts.

本発明の第2の特徴は型枠上で架台を組み立て、その状態でコンクリートを型枠内に打設して固化させるようにした点にある。これにより、打設したコンクリートが固化すると、アンカーボルトがコンクリート支柱に埋設されて固定されるので、架台と支柱とを簡単かつ確実に固定することができ、作業を簡単に行うことができるとともに、作業時間も短くて済む。   The second feature of the present invention resides in that a gantry is assembled on a formwork, and concrete is placed in the formwork and solidified in that state. As a result, when the cast concrete is solidified, the anchor bolt is embedded and fixed in the concrete support, so that the gantry and the support can be fixed easily and securely, and the work can be easily performed. Shorter work time.

ベースレールは高低の型枠の間にわたるように搭載してもよいが、ベースレールにH形鋼を用いると重くて、ベースレールの位置決め及び保持が難しい。そこで、ベースレールを同一高さの型枠の間にわたるように搭載するのがよい。   The base rail may be mounted so as to extend between the high and low molds, but if the H-shaped steel is used for the base rail, it is heavy and it is difficult to position and hold the base rail. Therefore, it is preferable to mount the base rail so as to extend between the molds having the same height.

根太はベースレール上に搭載すればよく、ベースレールに対して傾斜させてもよいが、ソーラーパネルを搭載して安定に取付けることを考慮すると、ベースレールに対して直交させて相互に平行にするのがよい。   The joists need only be mounted on the base rail and may be inclined with respect to the base rail. However, in consideration of mounting a solar panel and mounting it stably, the joists should be orthogonal to the base rail and parallel to each other. It is good.

コンクリート基礎は少なくとも矩形の各頂点の位置に設ければよく、さらに矩形の辺の途中にもコンクリート基礎を設けることができる。   The concrete foundation may be provided at least at the position of each vertex of the rectangle, and the concrete foundation can also be provided in the middle of the rectangular side.

また、ベースレールは上辺部と下辺部を有する断面形状の部材であればよく、例えば下記の実施の形態に示されるように、H形鋼を採用することができるが、これと同等の強度を有する鋼材、例えばZ形鋼、溝形鋼、ハット形鋼などを採用することもできる。   Further, the base rail may be a member having a cross-sectional shape having an upper side portion and a lower side portion. For example, as shown in the following embodiment, an H-shaped steel can be adopted, but an equivalent strength is obtained. It is also possible to employ steel materials such as Z-shaped steel, groove-shaped steel, hat-shaped steel and the like.

床面の凹凸の吸収や架台の傾斜角度の変更はコンクリート基礎の高さを調節することによって行うことができるので、型枠は高い型枠及び低い型枠の一定寸法の型枠を準備すればよいが、勿論、種々の高さの型枠を用意し、選択して使用するようにしてもよい。   Absorption of unevenness on the floor surface and change of the inclination angle of the gantry can be done by adjusting the height of the concrete foundation, so if the mold is prepared with a fixed mold with high and low mold Of course, of course, molds of various heights may be prepared and selected for use.

ベースレールの位置決め保持は型枠の上縁部に係止具を取付け、例えば釘を打ち込みあるいはねじをねじ込み、この係止具(釘やねじ)によってベースレールを位置決めし保持するようにすればよい。   The base rail is positioned and held by attaching a locking tool to the upper edge of the formwork, for example, driving a nail or screwing a screw and positioning and holding the base rail by this locking tool (nail or screw). .

取付けボルトで根太とベースレールを連結する場合、予めベースレール及び根太に挿通穴を形成し、挿通穴に取付けボルトを挿通してナットに螺合させ、締付けることによって連結するようにすることができる。また、アンカーボルトをベースレールに固定する場合、予めベースレールに挿通穴を形成し、挿通穴にアンカーボルトを挿通してナットに螺合させて固定するようにすることができる。   When connecting joists and base rails with mounting bolts, insertion holes can be formed in the base rail and joists in advance, the mounting bolts can be inserted into the insertion holes, screwed into the nuts, and then tightened. . Further, when the anchor bolt is fixed to the base rail, an insertion hole can be formed in the base rail in advance, and the anchor bolt can be inserted into the insertion hole and screwed into the nut to be fixed.

また、本発明の方法によって構築されたソーラーパネル用架台も斬新である。すなわち、本発明によれば、ソーラーパネルを設置するための架台において、設置すべき面の少なくとも矩形の各頂点の位置に設けられたコンクリート基礎と、頂面が架台の傾斜角度に対応した角度に傾斜され、上記コンクリート基礎の上に、傾斜方向の一方が低く他方が高くなるように設けられた高低のコンクリート支柱と、上辺部と下辺部を有する断面形状を有し、上記高低のコンクリート支柱の上に搭載されたベースレールと、該ベースレールの下辺部に下方に突出して固定され、上記コンクリート支柱に埋設固定されることによって上記ベースレールをコンクリート支柱に固定するアンカーボルトと、上記ベースレールの上辺部の上に搭載され、取付けボルトによって連結された根太と、を備えたことを特徴とするソーラーパネル用架台を提供することができる。   The solar panel mount constructed by the method of the present invention is also novel. That is, according to the present invention, in the platform for installing the solar panel, the concrete foundation provided at the position of each vertex of at least the rectangle of the surface to be installed, and the top surface at an angle corresponding to the inclination angle of the platform The concrete foundation is inclined and has a high and low concrete pillar provided on the concrete foundation so that one of the inclination directions is low and the other is high, and a cross-sectional shape having an upper side and a lower side. A base rail mounted on the base rail, an anchor bolt that protrudes downward and is fixed to the lower side of the base rail, and is fixed to the concrete column to fix the base rail to the concrete column; and Mounted on the upper side and connected with mounting bolts for solar panels, characterized in that It is possible to provide a platform.

上記実施形態におけるコンクリート基礎を示す平面図である。It is a top view which shows the concrete foundation in the said embodiment. 上記実施形態における型枠及び鉄筋フープを示す図である。It is a figure which shows the formwork and reinforcing bar hoop in the said embodiment. 上記実施形態においてベースレールを型枠上に搭載しその上に根太を搭載した状態を示す概略斜視図である。It is a schematic perspective view which shows the state which mounted the base rail on it on the formwork in the said embodiment. 上記実施形態において釘によってベースレールを型枠に位置決め保持した状態を示す図である。It is a figure which shows the state which positioned and hold | maintained the base rail in the mold with the nail in the said embodiment. 上記架台におけるベースレールと根太の連結部位及びアンカーボルトの取付け状態を模式的に示す正面図である。It is a front view which shows typically the attachment state of the connection part of a base rail and a joist and the anchor bolt in the said mount frame. 上記架台におけるベースレールと根太の連結部位及びアンカーボルトの取付け状態を模式的に示す側面図である。It is a side view which shows typically the attachment state of the connection part of a base rail and a joist and the anchor bolt in the said mount frame. 上記実施形態において完成後のソーラーパネル用架台を示す概略側面図である。It is a schematic side view which shows the stand for solar panels after completion in the said embodiment.

以下、本発明を図面に示す具体例に基づいて詳細に説明する。図1ないし図7は本発明に係るソーラーパネル用架台の構築方法の好ましい実施形態を示す。ソーラーパネル用架台を構築する場合、施工現場において、図1に示されるように、矩形の各頂点の位置にコンクリート基礎15を作る。前後のコンクリート基礎15の間の距離が長い場合には前後のコンクリート基礎15の間にさらにコンクリート基礎を作るようにしてもよい。このコンクリート基礎15の高さを調節することによって、床面の凹凸を吸収し、あるいは一定高さの高低の型枠16を用いつつ、架台10の傾斜角度に対応した高さになるようにすることができる。   Hereinafter, the present invention will be described in detail based on specific examples shown in the drawings. 1 to 7 show a preferred embodiment of a method for constructing a solar panel mount according to the present invention. When constructing a solar panel pedestal, a concrete foundation 15 is made at each vertex of a rectangle as shown in FIG. If the distance between the front and rear concrete foundations 15 is long, a concrete foundation may be further formed between the front and rear concrete foundations 15. By adjusting the height of the concrete foundation 15, the unevenness of the floor surface is absorbed, or the height corresponding to the inclination angle of the gantry 10 is used while using the mold 16 having a certain height. be able to.

コンクリート基礎15が出来上がると、4つのコンクリート基礎15のうち、傾斜方向の後側のコンクリート基礎15の上には高い型枠16を、前側のコンクリート基礎15の上には低い型枠16を組み立てる。これらの型枠16には図2に示されるように、その上縁部16Aを架台10の傾斜角度に対応した角度に傾斜させたものを用いる。また、鉄筋を用いてフープ17を製作し、型枠16内にセットしておく。   When the concrete foundation 15 is completed, among the four concrete foundations 15, the high mold 16 is assembled on the rear concrete foundation 15 in the inclined direction, and the low mold 16 is assembled on the front concrete foundation 15. As these molds 16 are used, as shown in FIG. 2, the upper edge portion 16 </ b> A is inclined at an angle corresponding to the inclination angle of the gantry 10. Further, a hoop 17 is manufactured using a reinforcing bar and set in the mold 16.

次に、複数、例えば2本のベースレール11と複数、例えば6本の根太12を用意する。ベースレール11にはH形鋼を用い、H形鋼が横H状になるようにして、同一高さの型枠16の間にわたるように型枠16上に搭載し、図4に示されるように型枠16の上縁部16Aに釘(係止具)18を打ち込み、ベースレール11を位置決めし保持する。なお、H形鋼に代え、上辺部と下辺部を有する断面形状をなし、H形鋼と同等の強度を有する部材、例えばZ形鋼、溝形鋼、ハット形鋼などを用いることもできる。   Next, a plurality of, for example, two base rails 11 and a plurality of, for example, six joists 12, are prepared. As shown in FIG. 4, the base rail 11 is made of H-shaped steel and is mounted on the mold 16 so that the H-shaped steel has a horizontal H shape and extends between the molds 16 having the same height. A nail (locking tool) 18 is driven into the upper edge 16A of the mold 16 to position and hold the base rail 11. Instead of the H-section steel, a member having a cross-sectional shape having an upper side portion and a lower side portion and having a strength equivalent to that of the H-section steel, for example, a Z-shape steel, a channel shape steel, a hat shape steel, or the like can also be used.

他方、根太12には断面コ字状のCチャネルを用い、複数、例えば6本の根太12を相互に所定の間隔、例えばソーラーパネルモジュール(図示せず)の横幅に対応する間隔をあけて平行に、かつベースレール11に対して直交するように並べてベースレール11に搭載する。   On the other hand, a C channel having a U-shaped cross section is used for the joists 12, and a plurality of, for example, six joists 12, are parallel to each other with a predetermined interval, for example, an interval corresponding to the lateral width of a solar panel module (not shown). And mounted on the base rail 11 so as to be orthogonal to the base rail 11.

次に、図5及び図6に示されるように、ベースレール11の横H状の上辺部と根太12のコ字状の下辺部に予め形成しておいたボトル挿通穴にボルト13Aを挿通してナット13Bに螺合させ、締め付けてベースレール11と根太12を相互に連結する。他の根太12についても同様にベースレール11にボルト13A・ナット13Bからなる取付けボルト13によって連結する。   Next, as shown in FIGS. 5 and 6, the bolt 13 </ b> A is inserted into a bottle insertion hole formed in advance in the upper side of the side H of the base rail 11 and the U-shaped lower side of the joist 12. Then, the base rail 11 and the joist 12 are connected to each other by screwing into the nut 13B. The other joists 12 are similarly connected to the base rail 11 by mounting bolts 13 including bolts 13A and nuts 13B.

また、ベースレール11の横H状の下辺部の支柱に対応する位置に形成しておいたボルト挿通穴に下方からJ字状のボルト14Aを挿通しナット14Bに螺合させて固定する。このベースレール11の他端側及び他のベースレール11についても同様にJ字状のボルト14A及びナット14Bからなるアンカーボルト14を固定する。   Further, a J-shaped bolt 14A is inserted from below into a bolt insertion hole formed at a position corresponding to the support on the lower side portion of the horizontal H shape of the base rail 11 and fixed to the nut 14B. Similarly, the anchor bolt 14 including the J-shaped bolt 14A and the nut 14B is fixed to the other end side of the base rail 11 and the other base rail 11 as well.

こうして型枠16上に架台10が組み立てられると、図3に示されるように、型枠16内にコンクリート30を打設して固化させた後、型枠16をばらすと、図7に示されるように、固化したコンクリート内にアンカーボルト14が埋設固定された支柱20が出来上がり、ソーラーパネル用架台が完成する。   When the gantry 10 is assembled on the mold 16 in this way, as shown in FIG. 3, when the concrete 30 is placed in the mold 16 and solidified, and then the mold 16 is released, it is shown in FIG. 7. Thus, the column 20 in which the anchor bolt 14 is embedded and fixed in the solidified concrete is completed, and the solar panel mount is completed.

以上のように、上縁部16Aが架台10の傾斜角度に対応した角度に傾斜した型枠16をコンクリート基礎15上に組み立て、型枠16上にベースレール11を搭載し、釘18を型枠16の上縁部16Aに打ち込んでベースレール11を位置決め保持し、ベースレール11上に根太12を搭載して取付けボルト13で連結し、ベースレール11の下辺部にアンカーボルト14を固定して架台10を構成するようにしたので、少ない部品点数でソーラーパネル用の架台10を組み立てることができる。   As described above, the mold 16 having the upper edge portion 16A inclined at an angle corresponding to the inclination angle of the gantry 10 is assembled on the concrete foundation 15, the base rail 11 is mounted on the mold 16, and the nail 18 is attached to the mold. The base rail 11 is positioned and held by being driven into the upper edge portion 16A of the base plate 16. A joist 12 is mounted on the base rail 11 and connected with a mounting bolt 13, and the anchor bolt 14 is fixed to the lower side portion of the base rail 11 to mount the base rail 11. 10 is configured, the solar panel mount 10 can be assembled with a small number of parts.

また、コンクリート30を型枠16内に打設して固化させ、アンカーボルト14をコンクリート支柱20に埋設させて固定するようにしたので、架台10と支柱20とを簡単かつ確実に固定することができ、作業を簡単に行うことができるとともに、作業時間も短くて済む。   In addition, since the concrete 30 is placed in the mold 16 and solidified, and the anchor bolts 14 are embedded in the concrete support 20 and fixed, the gantry 10 and the support 20 can be fixed easily and reliably. The work can be easily performed and the work time can be shortened.

10 架台
11 ベースレール
12 根太
13 取付けボルト
14 アンカーボルト
16 型枠
16A 上縁部
18 釘(係止具)
20 支柱
DESCRIPTION OF SYMBOLS 10 Mount 11 Base rail 12 joist 13 Fixing bolt 14 Anchor bolt 16 Formwork 16A Upper edge 18 Nail (locking tool)
20 props

Claims (4)

ソーラーパネルを設置するための架台において、
設置すべき面の少なくとも矩形の各頂点の位置に設けられたコンクリート基礎(15)と、
頂面が架台(10)の傾斜角度に対応した角度に傾斜され、上記コンクリート基礎(15)の上に、傾斜方向の一方が低く他方が高くなるように設けられた高低のコンクリート支柱(20)と、
上辺部と下辺部を有する断面形状を有し、上記高低のコンクリート支柱(20)の上に搭載されたベースレール(11)と、
該ベースレール(11)の下辺部に下方に突出して固定され、上記コンクリート支柱(20)に埋設固定されることによって上記ベースレール(11)をコンクリート支柱(20)に固定するアンカーボルト(14)と、
上記ベースレール(11)の上辺部の上に搭載され、取付けボルト(13)によって連結された根太(12)と、
を備えたことを特徴とするソーラーパネル用架台。
In the stand for installing solar panels,
A concrete foundation (15) provided at the position of each vertex of at least a rectangle of the surface to be installed;
High and low concrete struts (20) whose top surface is inclined at an angle corresponding to the inclination angle of the gantry (10) and is provided on the concrete foundation (15) so that one of the inclination directions is low and the other is high. When,
A base rail (11) having a cross-sectional shape having an upper side portion and a lower side portion and mounted on the high and low concrete struts (20);
Anchor bolts (14) for fixing the base rail (11) to the concrete strut (20) by being protruded and fixed to the lower side of the base rail (11) and being embedded and fixed to the concrete strut (20). When,
Joists (12) mounted on the upper side of the base rail (11) and connected by mounting bolts (13);
A solar panel mount characterized by comprising
設置すべき面にソーラーパネルを設置するための架台を構築するにあたり、
設置すべき面の少なくとも矩形の各頂点の位置に設けたコンクリート基礎(15)上に、上縁部(16A)が架台(10)の傾斜角度に対応した角度に傾斜した高低の型枠(16)を傾斜方向の一方が低く他方が高くなるように設け、該型枠(16)の上縁部(16A)の上に、上辺部と下辺部を有する形状のベースレール(11)を搭載して位置決め保持し、
上記ベースレール(11)の上辺部の上に根太(12)を搭載し取付けボルト(13)によって連結する一方、上記ベースレール(11)の下辺部にアンカーボルト(14)を下方に突出させて固定して架台(10)を組み立て、
上記型枠(16)内にコンクリート(30)を打設し、アンカーボルト(14)をコンクリート支柱(20)に埋設固定するようにしたことを特徴とするソーラーパネル用架台の構築方法。
In constructing a platform for installing solar panels on the surface to be installed,
On the concrete foundation (15) provided at the position of each vertex of at least the rectangle of the surface to be installed, the high and low formwork (16) whose upper edge (16A) is inclined at an angle corresponding to the inclination angle of the gantry (10) ) In such a way that one of the inclined directions is low and the other is high, and a base rail (11) having an upper side and a lower side is mounted on the upper edge (16A) of the mold (16). Positioning and holding
A joist (12) is mounted on the upper side of the base rail (11) and connected by a mounting bolt (13), while an anchor bolt (14) is projected downward from the lower side of the base rail (11). Assemble and mount the base (10)
A method for constructing a solar panel gantry characterized in that concrete (30) is placed in the mold (16), and anchor bolts (14) are embedded and fixed in concrete columns (20).
上記ベーススレール(11)を同一高さの型枠(16)の間にわたるように搭載し、上記型枠(16)の上縁部(16A)に係止具(18)を取付け、該係止具(18)によって上記ベースレール(11)を位置決め保持するようにした請求項2記載のソーラーパネル用架台の構築方法。   The base sled (11) is mounted so as to extend between the molds (16) having the same height, and a locking tool (18) is attached to the upper edge (16A) of the mold (16). The method for constructing a solar panel stand according to claim 2, wherein the base rail (11) is positioned and held by a stopper (18). 上記ベースレール(11)及び根太(12)に形成した挿通穴に上記取付けボルト(13)及びアンカーボルト(14)を挿通して締結し固定するようにした請求項3記載のソーラーパネル用架台の構築方法。
The solar panel mount according to claim 3, wherein the mounting bolt (13) and the anchor bolt (14) are inserted into an insertion hole formed in the base rail (11) and the joist (12) to be fastened and fixed. Construction method.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104639018A (en) * 2014-12-19 2015-05-20 中利腾晖光伏科技有限公司 Cement roof/ground photovoltaic bracket infrastructure and preparation method thereof
JP2022185748A (en) * 2021-06-03 2022-12-15 晟平 李 Trestle for solar panel

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007035849A (en) * 2005-07-26 2007-02-08 Kansai Electric Power Co Inc:The Solar cell panel supporting structure and sunlight power generation system
JP3171824U (en) * 2011-09-06 2011-11-17 株式会社カンメン Solar panel mount
JP2012019060A (en) * 2010-07-08 2012-01-26 Fuji Koatsu Concrete Kk Solar cell panel attachment device
JP2012064866A (en) * 2010-09-17 2012-03-29 Kansai Electric Power Co Inc:The Base frame for solar cell panel and construction method of base frame for solar cell panel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007035849A (en) * 2005-07-26 2007-02-08 Kansai Electric Power Co Inc:The Solar cell panel supporting structure and sunlight power generation system
JP2012019060A (en) * 2010-07-08 2012-01-26 Fuji Koatsu Concrete Kk Solar cell panel attachment device
JP2012064866A (en) * 2010-09-17 2012-03-29 Kansai Electric Power Co Inc:The Base frame for solar cell panel and construction method of base frame for solar cell panel
JP3171824U (en) * 2011-09-06 2011-11-17 株式会社カンメン Solar panel mount

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104639018A (en) * 2014-12-19 2015-05-20 中利腾晖光伏科技有限公司 Cement roof/ground photovoltaic bracket infrastructure and preparation method thereof
JP2022185748A (en) * 2021-06-03 2022-12-15 晟平 李 Trestle for solar panel

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