JP2014088708A - Mounting rack for photovoltaic generation module and photovoltaic generation device - Google Patents

Mounting rack for photovoltaic generation module and photovoltaic generation device Download PDF

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JP2014088708A
JP2014088708A JP2012239322A JP2012239322A JP2014088708A JP 2014088708 A JP2014088708 A JP 2014088708A JP 2012239322 A JP2012239322 A JP 2012239322A JP 2012239322 A JP2012239322 A JP 2012239322A JP 2014088708 A JP2014088708 A JP 2014088708A
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lip
frame
members
auxiliary member
fixing auxiliary
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Kenichiro Okuma
賢一郎 大隈
Masanobu Kuboyama
正信 久保山
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Okuma Corp
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Okuma Machinery Works 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

PROBLEM TO BE SOLVED: To provide a mounting rack for photovoltaic generation module that uses lip channel steel and concrete secondary products, which are general-purpose products, as respective members constituting the mounting rack, is easy to install, and can be fitted without directing an opening part of the lip channel steel to above the mounting rack by using an anchorage auxiliary member when connecting a plane having the opening part and a plane place other than the opening part.SOLUTION: A photovoltaic generation device is a ground installation type and includes a plurality of solar cell modules S and a mounting rack M for supporting the solar cell modules S. The mounting rack M includes: a frame 1 comprising a plurality of girders 110 and binders 120; long columns 210 and short columns 220 as a plurality of columns for supporting the frame 1; a plurality of foundation members 3 where the respective columns are installed; a brace 41, an angle brace 42, and a horizontal member 43 as reinforcing members provided between respective members such as the frame; and angle materials 5a to 5g as connection members between the respective columns and frame etc.

Description

本発明は、太陽電池モジュール用の載置架台及び太陽光発電装置に関する。
更に詳しくは、前記架台は、フレーム及び支柱にリップ付き溝形鋼が、また、基礎部材に所定形状のコンクリート二次製品が用いられており、フレーム、支柱、基礎部材の部材間を連結し、固着補助部材を用いてリップ付き溝形鋼の開口部を有する面と開口部以外の平面箇所を連結するものに関する。
The present invention relates to a mounting base for a solar cell module and a solar power generation device.
In more detail, the frame uses a lip-shaped grooved steel for the frame and the strut, and a concrete secondary product having a predetermined shape for the base member, and connects the frame, the strut, and the base member. The present invention relates to a structure in which a surface having an opening of a lip-shaped channel steel and a plane portion other than the opening are connected using a fixing auxiliary member.

近年、地球温暖化防止の観点から太陽光発電が注目されており、また、平成21年度から開始された「太陽光発電の余剰電力買取制度」により太陽光発電設備の一般への普及が見込まれている。
更に、東日本大震災に伴う原子力発電所事故を契機に原子力発電所の運転休止が相次いだため各地で電力不足が生じ、また、原子力発電推進政策自体の見直しによる中長期的な電力不足や電力料金上昇のおそれがあるため、これまで以上に企業、自治体又は一般家庭での太陽光発電設備の導入又は導入の検討がなされている。
In recent years, solar power generation has been attracting attention from the viewpoint of preventing global warming, and it is expected that solar power generation facilities will be popularized by the “surplus power purchase system for solar power generation” started in FY2009. ing.
In addition, the nuclear power plant accidents caused by the Great East Japan Earthquake caused a series of shutdowns of the nuclear power plant, resulting in shortage of power in each region. Therefore, the introduction or introduction of solar power generation facilities in companies, local governments or general households is being studied more than ever.

太陽光発電設備は、屋根の上に設置するもののほか、地上にも設置するものがあり、地上に設置する際に使用する部材の一例として、特許文献1に示すような太陽光パネル(「太陽電池モジュール」ともいう)用架台が提案されている。   In addition to those installed on the roof, the photovoltaic power generation equipment is also installed on the ground. As an example of a member used when installing on the ground, a solar panel (“Solar A platform for battery modules (also called “battery modules”) has been proposed.

特許文献1に係る太陽光パネル用架台は、土台に立設される複数の支柱と、土台の表面と略平行な姿勢で複数の支柱に固定される複数の梁材と、各梁材の上面に複数個取り付けられる角度調整金具と、太陽光パネルの配置角度に応じた角度で各角度調整金具に固定されて各太陽電池モジュールを載置して取り付ける架台フレームとを備えたものであり、各角度調整金具に対する任意の高さ位置で架台フレームを固定することが可能な角度調整機構を設けてある。   A solar panel pedestal according to Patent Document 1 includes a plurality of support columns erected on a base, a plurality of beam members fixed to the plurality of support columns in a posture substantially parallel to the surface of the base, and an upper surface of each beam member A plurality of angle-adjusting brackets that are attached to each other, and a gantry frame that is fixed to each angle-adjusting bracket at an angle corresponding to the arrangement angle of the solar panel and on which each solar cell module is mounted and attached. An angle adjustment mechanism capable of fixing the gantry frame at an arbitrary height position with respect to the angle adjustment fitting is provided.

前記構成を備えた前記太陽光パネル用架台は、太陽電池モジュールを平面的に配置する際に、事前の精密な角度設定等を不要としつつ、簡便に組み立てることができ、施工現場で容易に角度調整ができるものである。   The solar panel gantry having the above-described configuration can be easily assembled without requiring a precise angle setting in advance when arranging the solar cell modules in a plane, and can be easily assembled at the construction site. It can be adjusted.

登録実用新案公報第3171824号Registered Utility Model Gazette No. 3171824

一方、特許文献1の太陽光パネル用架台は、
(1)架台フレームの形状が特殊であって汎用品ではないので、製造のために新たな設備投資等が必要となり、大量生産がなされるまでの実施者の経済的負担が大きく、また、部材の調達に時間がかかることで部材調達期間を含む工期が長くなる、
(2)架台の基礎部分(基礎ベースRa)が各支柱毎に分離して設けられた構造であり(特許文献1の図1及び図2参照。)、当該構造は、基礎部分を配置する作業において縦横方向への位置調整に時間と手間が掛かる、
(3)構造上、分離した各基礎部分が振動等によって当初設置した位置からずれやすく、基礎部分がずれると、太陽光パネル用架台自体に歪みが生じる可能性がある、
という課題があった。
On the other hand, the solar panel mount of Patent Document 1 is
(1) Since the shape of the gantry frame is special and not a general-purpose product, new equipment investment is required for manufacturing, and the economic burden on the practitioner until mass production is made is large. It takes a long time to procure, and the construction period including the material procurement period becomes longer.
(2) A structure in which a foundation portion (foundation base Ra) of the gantry is provided separately for each column (see FIG. 1 and FIG. 2 of Patent Document 1), and the structure is an operation for arranging the foundation portion. Takes time and effort to adjust the position in the vertical and horizontal directions.
(3) Structurally, each separated base part is likely to be displaced from the position where it was originally installed due to vibration or the like, and if the basic part is displaced, there is a possibility that the solar panel mount itself may be distorted.
There was a problem.

前記(1)の課題を解決すべく、本発明者は、太陽電池モジュール用の架台を製造するにあたり、新たな設備投資等を回避するため、市販の汎用品の中から軽量且つ入手及び取り扱いが容易なリップ付き溝形鋼(以下、「リップ溝形鋼」という。)を使用することによって、資材の入手が容易となり、納期や価格の選択の幅が拡がることに着目した。
更に、前記(2)及び(3)の課題を解決すべく、本発明者は、分離した各基礎部分を縦横のいずれか又は両方の方向に連結した構造とすることにも想到した。
In order to solve the above-mentioned problem (1), the present inventor is light in weight and can be obtained and handled from commercially available general-purpose products in order to avoid a new capital investment in manufacturing a mount for a solar cell module. We focused on the fact that the use of easy-to-lip channel steel (hereinafter referred to as “lip channel steel”) makes it easier to obtain materials and expands the range of delivery dates and price options.
Furthermore, in order to solve the problems (2) and (3), the present inventor has also conceived a structure in which the separated base portions are connected in either or both of the vertical and horizontal directions.

しかし、リップ溝形鋼を利用した架台は比較的軽量であり且つ太陽電池モジュールは風に煽られやすいため、当該架台を用いた太陽光発電装置は、強風等によって架台ごと設置位置からずれたり、ひっくり返る可能性がある。   However, since the gantry using the lip channel steel is relatively light and the solar cell module is easily blown by the wind, the solar power generation apparatus using the gantry is shifted from the installation position with the gantry by the strong wind, There is a possibility of tipping over.

また、太陽光発電装置は屋外に設置されるものであって雨雪に曝されることは不可避であるが、リップ溝形鋼は一つの面に全長に亘る開口部を有するものであるため、防錆を目的として、開口部へ雨水が入り込み、溜まらないようにする必要がある。   Moreover, although the solar power generation device is installed outdoors and is unavoidable to be exposed to rain and snow, since the lip groove steel has an opening extending over the entire length on one surface, For the purpose of rust prevention, it is necessary to prevent rainwater from entering and collecting in the opening.

この問題を解消するためには、架台形成にあたっては、リップ溝形鋼を少なくとも開口部を上側にしないように、すなわち、できるだけ開口部を下側にして組み立てることが要求される。 しかし、例えば、架台枠を支柱の上端に組み立てる場合、開口部を下側にすると、開口部にはボルト通し孔を形成する対象物がないために支柱との連結が上手くいかない課題がある。   In order to solve this problem, it is required to assemble the lip groove steel so that at least the opening is not on the upper side, that is, the opening is on the lower side as much as possible. However, for example, when assembling the pedestal frame on the upper end of the support, there is a problem that if the opening is on the lower side, there is no object for forming the bolt through hole in the opening, so that the connection with the support is not successful.

(発明の目的)
そこで、本発明の目的は、架台を構成する各部材として汎用品であるリップ溝形鋼及びコンクリート二次製品を用いた、太陽電池モジュール用の架台であって、その設置作業が簡易であり、かつ、リップ溝形鋼の開口部を有する面と開口部以外の平面箇所の連結の際に、固着補助部材を用いることで当該開口部を架台上方へ向けずに取り付けられるように構成されたものを提供することにある。
(Object of invention)
Therefore, the object of the present invention is a pedestal for solar cell modules using lip groove steel and concrete secondary products that are general-purpose products as each member constituting the pedestal, and its installation work is simple. In addition, when connecting the surface having the opening of the lip groove shape steel and a plane portion other than the opening, the fixing auxiliary member is used so that the opening can be attached without directing it upward. Is to provide.

本発明は、前記架台上へ太陽電池モジュールを設置した、太陽光発電装置を提供することにある。   The present invention is to provide a solar power generation apparatus in which a solar cell module is installed on the gantry.

上記目的を達成するために講じた本発明の手段は次のとおりである。
(1)本発明は、太陽電池モジュールを載置するフレームと、当該フレームを支持する複数の支柱と、当該支柱の下端部が固着される複数の基礎部材と、を備え、前記フレーム及び支柱はリップ付き溝形鋼で構成され、当該リップ付き溝形鋼は、ウェブ部と、当該ウェブ部の両端から前記ウェブ部と直交する方向に延びるフランジ部と、当該フランジ部の先端から前記ウェブ部と平行に延びるリップ部と、対向するリップ部の先端間の開口部を有し、前記各基礎部材は、断面視が三角、四角、台形又若しくは半円形である横臥した柱状体のコンクリート二次製品で構成され、その両端のそれぞれには支柱が固着され、前記フレームの縦又は横方向のいずれかと同各基礎部材の長手方向が並行になるように配置されており、前記フレームを構成する前記リップ付き溝形鋼は、開口部を下側に向けて配置され、同リップ付き溝形鋼の内部には、前記両リップの裏側面と接触する接触部を有する固着補助部材を備え、前記固着補助部材を前記対向するリップ部の先端間の開口部に臨ませて前記固着補助部材の前記接触部を前記両リップの内側面と接触させ、前記固着補助部材を前記支柱側に引き寄せることにより、前記フレームのリップ付き溝形鋼を前記支柱の上部に固着するようにしたことを含む、太陽電池モジュール用の載置架台である。
The means of the present invention taken to achieve the above object are as follows.
(1) The present invention includes a frame on which the solar cell module is placed, a plurality of support columns that support the frame, and a plurality of base members to which the lower ends of the support columns are fixed. The grooved steel with a lip is formed of a web part, a flange part extending in a direction orthogonal to the web part from both ends of the web part, and the web part from a tip of the flange part. A concrete secondary product having a columnar body lying on the side with a lip portion extending in parallel and an opening between the tips of the opposing lip portions, each of the foundation members being triangular, square, trapezoidal or semicircular in cross-sectional view The support is fixed to each of both ends thereof, and arranged in such a manner that the longitudinal direction of each base member is parallel to either the vertical or horizontal direction of the frame, and constitutes the frame. The grooved steel with a lip is disposed with the opening facing downward, and inside the grooved steel with the lip, a fixing auxiliary member having a contact portion that contacts the back side surfaces of the two lips is provided. The fixing auxiliary member faces the opening between the tips of the opposing lip portions, the contact portion of the fixing auxiliary member is brought into contact with the inner side surfaces of the two lips, and the fixing auxiliary member is pulled toward the support column side. By this, it is a mounting base for solar cell modules including having fixed the grooved steel with a lip | rip of the said flame | frame to the upper part of the said support | pillar.

(2)前記発明は、前記固着補助部材が板状で、前記接触部が固着補助部材の両側を全長にわたりリップの板厚分を切り取った切欠き部であり、両切欠き部の間には前記対向するリップ部の先端間の開口部に嵌まる突部が形成され、前記両切欠き部にリップ付き溝形鋼の両リップを接触したとき、当該両リップの表面側と前記突部の表面側とが同一高さになるものであってもよい。 (2) In the invention, the fixing auxiliary member is plate-shaped, and the contact portion is a notched portion obtained by cutting out the plate thickness of the lip over the entire length of both sides of the fixing auxiliary member, and between the notched portions. Protrusions that fit into the openings between the tips of the opposing lip portions are formed, and when both lips of the grooved steel with lips are brought into contact with the notches, the surface side of both lips and the protrusions The surface side may be the same height.

(3)本発明は、前記の載置架台上へ太陽電池モジュールが設置されている、太陽光発電装置である。 (3) The present invention is a photovoltaic power generation apparatus in which a solar cell module is installed on the mounting table.

本明細書及び本願の特許請求の範囲にいう「太陽電池モジュール」は、例えば、複数のセル(太陽電池の単体の素子)を直列又は並列接続して樹脂や強化ガラス又は金属枠等で保護したものであって、「パネル」とも呼ばれ、ストリング(パネル又はモジュールを複数枚数並べて直列接続したもの)、アレイ(ストリングを並列接続したもの)も含む意味で使用しており、また、これらに加えて、蓄電池やパワーコンディショナー等の太陽光発電において使用する機器又は部材を含むものであってもよい。なお、本明細書及び本願の特許請求の範囲にいう「太陽光発電装置」は、太陽電池モジュール及びその架台を組み合わせたものを示す意味で使用している。   The “solar cell module” referred to in the present specification and the claims of the present application is, for example, a plurality of cells (single elements of a solar cell) connected in series or in parallel and protected with resin, tempered glass, a metal frame or the like. It is also referred to as “panel” and is used to include strings (panels or modules arranged in series and connected in series) and arrays (strings connected in parallel). In addition, a device or member used in solar power generation such as a storage battery or a power conditioner may be included. In addition, the "solar power generation device" referred to in the present specification and the claims of the present application is used to indicate a combination of a solar cell module and a gantry thereof.

本明細書及び本願の特許請求の範囲にいう「フレーム」は、支柱上部に直接組み付ける構造のほか、例えば、L字状のアングル(以下「アングル材」という)を介して組み付ける構造等であってもよい。   The “frame” referred to in the present specification and claims of the present application is a structure that is assembled directly through the upper portion of the column, for example, an L-shaped angle (hereinafter referred to as “angle material”), etc. Also good.

本明細書及び本願の特許請求の範囲にいう「基礎部材」は、各支柱を(又はアングル材を介して各支柱を)据え付けうる強度、太陽電池モジュールが風に煽られない程度の重量、入手容易且つ安価という要件を満たすため、所定形状の市販のコンクリート二次製品が好ましく、かつ、その上部又は上面に高ナット(スペーサーナット、長ナットともいう)が埋設されたものが運搬の便宜上引っかかりとなる凸部も無いため好適に使用されるが、これに限定するものではなく、例えば、基礎部材に形成された孔へアンカーボルトを用いて固定する態様であってもよいし、基礎部材形成時にアンカーボルトを埋設した態様等の公知技術を利用したものであってもよい。   The “base member” in the present specification and the claims of the present application refers to the strength with which each column can be installed (or each column via an angle member), the weight that prevents the solar cell module from being blown by the wind, and availability. In order to satisfy the requirement of being easy and inexpensive, a commercially available concrete secondary product with a predetermined shape is preferable, and a high nut (also referred to as a spacer nut or long nut) embedded in the upper or upper surface is caught for convenience of transportation. However, the present invention is not limited to this. For example, it may be fixed to the hole formed in the base member using an anchor bolt, or when the base member is formed. A known technique such as an embodiment in which an anchor bolt is embedded may be used.

本明細書及び本願の特許請求の範囲にいう「固着補助部材」の形状としては、例えば、四角形の板が挙げられるが、これに限定するものではなく、円形、長円形、多角形等の他の公知形状であっても、リップ溝形鋼の開口部よりも幅広に形成される前記接触部を有していればよい。   Examples of the shape of the “fixing auxiliary member” referred to in the present specification and the claims of the present application include, but are not limited to, a square plate, and other shapes such as a circle, an oval, a polygon, and the like. Even if it is the well-known shape of this, it is sufficient to have the said contact part formed wider than the opening part of a lip channel steel.

(作 用)
本発明に係る太陽電池モジュール用の架台及び太陽光発電装置の作用を説明する。
(Work)
The operation of the platform for the solar cell module and the photovoltaic power generation apparatus according to the present invention will be described.

前記(1)又は(2)の発明において、架台は、各基礎部材をフレームの縦又は横方向のいずれかと当該基礎部材の長手方向が並行になるように配置し、各支柱の下部を基礎部材の長手方向へ間隔を開けて固着する。
複数のリップ溝形鋼を支柱の上部(又は上方)において(例えば、水平方向へ格子状に)組み合わせてフレームを形成する。
In the invention of (1) or (2), the gantry arranges each base member such that either the longitudinal or lateral direction of the frame is parallel to the longitudinal direction of the base member, and the lower part of each column is the base member. It adheres at intervals in the longitudinal direction.
A plurality of lip channel steels are combined at the top (or top) of the strut (eg, in a horizontal grid) to form a frame.

フレームを構成するリップ溝形鋼を開口部を下側に向けて配置する際には、当該リップ溝形鋼の内部へ固着補助部材を入れて対向するリップ部の先端間の開口部に臨ませて、当該固着補助部材の接触部を両リップの内側面と接触させ、固着補助部材を支柱側に引き寄せることにより、フレームのリップ付き溝形鋼を支柱上部に固着する。
なお、本発明に係る固着補助部材の用途には、フレームと支柱上部以外の場合のリップ溝形鋼相互の連結であって、リップ溝形鋼の開口部を有する面と開口部以外の平面箇所を連結する際に当該固着補助部材を用いることも含まれる。
When the lip groove steel constituting the frame is placed with the opening facing downward, an auxiliary fixing member is placed inside the lip groove steel so that it faces the opening between the tips of the opposite lip portions. Then, the contact portion of the fixing auxiliary member is brought into contact with the inner side surfaces of both lips, and the fixing auxiliary member is pulled toward the support column side, thereby fixing the grooved steel with a lip of the frame to the upper portion of the support column.
In addition, the use of the fixing auxiliary member according to the present invention includes the connection between the lip groove steels other than the frame and the upper portion of the column, and the plane portion other than the opening and the surface having the opening of the lip groove steel. It is also included to use the fixing auxiliary member when connecting the two.

前記(2)の発明においては、固着補助部材を使用する際に、対向するリップ部の先端間の開口部に当該固着補助部材に形成された突部が嵌まり、両切欠き部にリップ溝形鋼の両リップの裏側面が接触したときに、当該両リップの表面側と前記突部の表面側とが同一高さになる。   In the invention of (2), when using the fixing auxiliary member, the protrusion formed on the fixing auxiliary member is fitted into the opening between the tips of the opposing lip portions, and the lip groove is formed in both notches. When the back side surfaces of both lips of the shape steel come into contact with each other, the surface side of the both lips and the surface side of the protrusion are at the same height.

なお、前記(1)乃至(2)のいずれかの載置架台上へ太陽電池モジュールを設置することにより、太陽光発電装置となる。   In addition, it becomes a solar power generation device by installing a solar cell module on the mounting base in any one of said (1) thru | or (2).

本発明に係る太陽電池モジュール用の架台は、汎用品であるリップ溝形鋼及びコンクリート二次製品を用いて構成されているので、専用品を使用する場合と比較して、部材の調達が容易であり、部材調達期間を含む工期の短縮、手間及びコストの抑制が期待できる。   Since the platform for the solar cell module according to the present invention is configured by using lip groove steel and concrete secondary products, which are general-purpose products, it is easy to procure members as compared with the case of using dedicated products. Therefore, it can be expected to shorten the work period including the material procurement period, and to reduce labor and cost.

また、基礎部材はコンクリート二次製品であるので風に煽られない程度の重量を備えており、基礎部材及び各支柱の設置に際しては、フレームの縦又は横方向のいずれかと同各基礎部材の長手方向が並行になるように配置し、支柱を据え付けるだけでよいので、支柱毎に個別の基礎部材を設けるものと比較して各支柱設置時の位置調整が簡易であり作業効率がよい。なお、支柱下方の基礎部材が繋がった形態であるので、基礎部材がそれぞれ分離しているものと比較すると、振動又は揺動に対しての架台の強度が向上する。   In addition, since the foundation member is a concrete secondary product, it has a weight that will not be blown by the wind. When installing the foundation member and each column, the length of each foundation member is the same as the longitudinal or lateral direction of the frame. Since it is only necessary to arrange the columns so that the directions are parallel to each other and install the columns, the position adjustment at the time of setting each column is simpler and the work efficiency is better than that in which individual foundation members are provided for each column. In addition, since it is the form with which the base member under the support | pillar was connected, the intensity | strength of the mount frame with respect to a vibration or rocking | fluctuation improves compared with what has separated the base member.

太陽光発電装置を設置するにあたり、設置場所が工場跡等である場合、汚染土壌に関する法律や条例によっては土地を掘り下げる場合に土壌検査・届け出が必要となる場合があり、基礎工事を行う際の手間及びコスト増の原因となっていたが、本発明は地面に基礎部材を配置するのみで掘り下げが不要なので、手間及びコスト減、許認可が下りるまでの期間短縮が期待できる。   When installing a solar power generation device, if the installation location is a factory ruins, etc., soil inspection and notification may be required when digging the land depending on the laws and regulations concerning contaminated soil. Although it has been a cause of labor and cost increase, the present invention can be expected to reduce labor and cost, and to shorten the period until permission is granted, since it is not necessary to dig up by simply placing the base member on the ground.

前記(2)の発明における固着補助部材を使用したものは、リップ溝形鋼の両リップの表面側と前記突部の表面側とが同一高さになることにより、リップ溝形鋼同士の接触面積が広くなり、固着の際の荷重が分散され、特定部位への負荷が軽減される。   In the invention using the fixing auxiliary member in the invention of (2), the surface side of both lips of the lip channel steel and the surface side of the protrusion are the same height, so that the contact between the lip channel steels The area is increased, the load at the time of fixing is dispersed, and the load on the specific part is reduced.

本発明に係る太陽光発電装置の斜視図。The perspective view of the solar power generation device concerning the present invention. 図1に示す太陽光発電装置の正面図。The front view of the solar power generation device shown in FIG. 図1に示す太陽光発電装置の背面図。The rear view of the solar power generation device shown in FIG. 図1に示す太陽光発電装置の側面視説明図。Side view explanatory drawing of the solar power generation device shown in FIG. 本発明に係る架台の斜視図。The perspective view of the mount frame concerning the present invention. 図2に示す架台の正面図。The front view of the mount frame shown in FIG. 基礎部材に長短支柱を据え付けた状態を示した斜視図(a)、及び、前記状態の支柱上に大梁及び方杖を連結した状態の斜視図(b)。The perspective view (a) which showed the state which installed the long and short support | pillar to the foundation member, and the perspective view (b) of the state which connected the big beam and the cane on the support | pillar of the said state. 架台内側に位置する長支柱上部用のアングル材(5g)を実線で示し、当該アングル材に連結する各部材を一点鎖線で示した説明図。The explanatory view which showed the angle material (5g) for the upper part of a long support located in the frame inside with a solid line, and showed each member connected with the angle material with a dashed-dotted line. 2つの態様の固着補助部材の斜視説明図(a)、(b)と、一の固着補助部材を用いてリップ溝形鋼である大梁をアングルへ連結した状態を示す断面視説明図(c)。Explanatory perspective views (a) and (b) of the fixing auxiliary member of two modes, and a cross-sectional explanatory drawing (c) showing a state where a large beam, which is a lip groove steel, is connected to an angle using one fixing auxiliary member. .

本発明の実施の形態を図1乃至図9に基づき更に詳細に説明する。
図1乃至図4に示す太陽光発電装置Pは、地上設置型のものであり、複数枚の太陽電池モジュールSと、当該太陽電池モジュールSを支持するための架台Mを備えている。
The embodiment of the present invention will be described in more detail with reference to FIGS.
The solar power generation device P shown in FIGS. 1 to 4 is of the ground installation type, and includes a plurality of solar cell modules S and a base M for supporting the solar cell modules S.

図4を参照する。
前記架台Mは、複数の大梁110及び小梁120により構成されたフレーム1と、フレーム1を支持する複数の支柱である長支柱210及び短支柱220と、各支柱を据え付ける複数の基礎部材3と、前記フレーム等の各部材間に設けられた補強部材である筋交い41、方杖42及び横架材43と、各支柱とフレーム等の連結部材であるアングル材5a乃至5gと、大梁等と支柱の連結に用いる複数の取着具固着補助部材6a,6bと、各部材間を連結する複数の固定具であるボルト71及びナット72を備えている。
Please refer to FIG.
The gantry M includes a frame 1 composed of a plurality of large beams 110 and small beams 120, a long column 210 and a short column 220 that are a plurality of columns that support the frame 1, and a plurality of foundation members 3 on which the columns are installed. The brace 41, the cane 42 and the horizontal member 43 which are reinforcing members provided between the members such as the frame, the angle members 5a to 5g which are connecting members such as the pillars and the frames, the large beams and the pillars Are provided with a plurality of attachment fixing members 6a and 6b used for connection, and bolts 71 and nuts 72 as a plurality of fixing members for connecting the members.

前記大梁110及び小梁120、長支柱210及び短支柱220、方杖42及び横架材43は、構成材としてリップ溝形鋼が用いられており、当該リップ溝形鋼は、ウェブ部と、当該ウェブ部の両端から同ウェブ部と直交する方向に延びるフランジ部と、当該フランジ部の先端から同ウェブ部と平行に延びるリップ部と、対向するリップ部の先端間の開口部を有している。
以下、本実施形態における架台Mの各部について詳述する。
The large beam 110 and the small beam 120, the long column 210 and the short column 220, the cane 42 and the horizontal member 43 are made of lip groove steel as a constituent material, and the lip groove shape steel includes a web portion, A flange portion extending in a direction orthogonal to the web portion from both ends of the web portion; a lip portion extending in parallel to the web portion from the tip of the flange portion; and an opening between the tips of the opposing lip portions. Yes.
Hereinafter, each part of the gantry M in this embodiment is explained in full detail.

(フレーム)
図5を参照する。
フレーム1は、架台Mの短手方向へ並列に配置された4本の大梁110と、架台Mの長手方向へ並列に配置された4本の小梁120を格子状に組み合わせて構成したものであって、大梁110の上に小梁120が載置及び連結され、小梁120の上に太陽電池モジュールSを設置可能に設けられている。
(flame)
Please refer to FIG.
The frame 1 is configured by combining four large beams 110 arranged in parallel in the lateral direction of the gantry M and four small beams 120 arranged in parallel in the longitudinal direction of the gantry M in a lattice shape. Thus, the small beam 120 is placed on and connected to the large beam 110, and the solar cell module S can be installed on the small beam 120.

各大梁110は、その長手方向が、下方に位置する各基礎部材3の長手方向と同方向に配置されており、一端が長支柱210上部へ、他端が短支柱220上部へ、それぞれ連結されており、短支柱220側へ下り傾斜するように設けられている。   Each of the large beams 110 is arranged in the same direction as the longitudinal direction of each base member 3 positioned below, and one end is connected to the upper portion of the long support 210 and the other end is connected to the upper portion of the short support 220. It is provided so as to incline downward toward the short column 220 side.

各小梁120は、各大梁110と直交して大梁上面へ連結されており、それぞれが並列に配置されている。外側に配置された2本の小梁120のうち、一の小梁120は各長支柱210上方に位置し、他の小梁120は各短支柱220上方に位置している。なお、内側に配置された2本の小梁120の取付位置は、設置する太陽電池モジュールSのサイズに合わせて適宜設定することができる。   Each small beam 120 is connected to the upper surface of the large beam orthogonally to each large beam 110, and each is arranged in parallel. Of the two small beams 120 arranged on the outer side, one small beam 120 is positioned above each long column 210, and the other small beam 120 is positioned above each short column 220. In addition, the attachment position of the two small beams 120 arrange | positioned inside can be suitably set according to the size of the solar cell module S to install.

なお、大梁110上面及び小梁120側面の所要箇所にはボルトの挿通孔(図示及び符号省略)が形成されており、当該各挿通孔を介して挿入されたボルト71及びナット72を螺合させて、大梁110と小梁120が連結される。   In addition, bolt insertion holes (not shown and reference numerals are omitted) are formed at required positions on the upper surface of the large beam 110 and the side surfaces of the small beam 120, and the bolts 71 and nuts 72 inserted through the respective insertion holes are screwed together. Thus, the large beam 110 and the small beam 120 are connected.

(支柱)
図4,図5及び図7を参照する。
各支柱(210,220)はその下端部が各基礎部材3の両端近傍に固着されるものであり、各基礎部材3毎に長支柱210と短支柱220の2種類がワンセットとして固着される。しかしながら、前記実施形態に限定するものではなく、支柱の長さ及びセット本数は設置場所等の状況に応じて適宜設定しうる。
(Support)
Please refer to FIG. 4, FIG. 5 and FIG.
Each column (210, 220) has its lower end fixed to the vicinity of both ends of each foundation member 3, and two types of long columns 210 and short columns 220 are fixed as one set for each foundation member 3. . However, the present invention is not limited to the above-described embodiment, and the length of the support and the number of sets can be appropriately set according to the situation such as the installation location.

また、前記長支柱210及び短支柱220は、そのウェブ部(リップ溝形鋼の開口部と相対する面)の上下端近傍に縦方向へ2つの挿通孔(符号省略)が設けられており、当該挿通孔は後記するアングル材5a乃至5gの縦板部分との連結に用いられる。   In addition, the long strut 210 and the short strut 220 are provided with two insertion holes (not shown) in the vertical direction in the vicinity of the upper and lower ends of the web portion (surface facing the opening of the lip groove steel), The insertion hole is used for connection with the vertical plate portions of the angle members 5a to 5g described later.

なお、前記長支柱210のうち内側に配置される2本については、前記アングル材5a乃至5gの縦板部分との連結に用いられる上下の挿通孔の間であってその延長線上の所要箇所に、挿通孔が2箇所形成されている。当該挿通孔は後記する横架材43を連結するためのものである(図4及び図5を参照)。   Note that two of the long struts 210 arranged on the inner side are between the upper and lower insertion holes used for connection with the vertical plate portions of the angle members 5a to 5g, and at necessary portions on the extension lines. Two insertion holes are formed. The insertion hole is for connecting a horizontal member 43 to be described later (see FIGS. 4 and 5).

(基礎部材)
各基礎部材3は、架台Mの短手方向にわたる長さのコンクリート二次製品であって、架台Mの長手方向へ等間隔で並列に4本配置されている。
前記各基礎部材は、断面視が四角である横臥した柱状体であり、各基礎部材3上面の長手方向端部側には、高ナットをそれぞれ一対ずつ埋設したボルト孔31が形成されている(ボルト孔の詳細は図4のみで示す)。
(Base material)
Each foundation member 3 is a concrete secondary product having a length extending in the short direction of the gantry M, and four base members 3 are arranged in parallel in the longitudinal direction of the gantry M at equal intervals.
Each of the foundation members is a horizontal columnar body having a square cross-sectional view, and a bolt hole 31 in which a pair of high nuts are embedded is formed on the longitudinal end portion side of the upper surface of each foundation member 3 ( Details of the bolt holes are shown only in FIG. 4).

(アングル材)
以下の各アングル材5a乃至5gは、屈曲した金属板であって、底板部分又は天板部分と、縦板部分を有し、前記各部材の組み付けに適した数の固定具の挿通孔が設けられている。取着位置によって形状や曲げ角度が相違するため、以下説明する。
(Angle material)
Each of the following angle members 5a to 5g is a bent metal plate, which has a bottom plate portion or a top plate portion and a vertical plate portion, and is provided with insertion holes for a number of fixing tools suitable for assembling the respective members. It has been. Since the shape and the bending angle are different depending on the attachment position, it will be described below.

アングル材5aは、架台Mの一番外側の基礎部材3上に配置される、基礎部材3と長支柱210と筋交い41の連結部材であり、底板部分と縦板部分の曲げ角度が側面視90度であって(図4参照)、縦板部分の架台外方側の上の角部が下り傾斜に設けられている(図7参照)。
アングル材5aの挿通孔(符号省略)は、長支柱210と連結するために縦板部分の縦方向へ2箇所、基礎部材3と連結するために底板部分の横方向へ2箇所、筋交い41を連結するために上部角へ1箇所、それぞれ設けられている(図7参照)。
The angle member 5a is a connecting member that is disposed on the outermost base member 3 of the gantry M and connects the base member 3, the long column 210, and the brace 41, and the bending angle of the bottom plate portion and the vertical plate portion is 90 in side view. It is a degree (refer FIG. 4), and the upper corner | angular part of the vertical board part on the frame outer side is provided in the downward inclination (refer FIG. 7).
The insertion holes (reference numerals omitted) of the angle member 5a are provided in two places in the vertical direction of the vertical plate portion in order to connect to the long support column 210, two in the horizontal direction of the bottom plate portion in order to connect to the base member 3, and the braces 41. In order to connect, one place is provided at the upper corner (see FIG. 7).

アングル材5bは、架台Mの一番外側の基礎部材3上に配置される、基礎部材3と短支柱220と筋交い41の連結部材であり、底板部分と縦板部分の曲げ角度が側面視90度であって(図4参照)、縦板部分の架台外方側の上の角部が下り傾斜に設けられている(図7参照)。
アングル材5bの挿通孔(符号省略)は、短支柱220と連結するために縦板部分の縦方向へ2箇所、基礎部材3と連結するために底板部分の横方向へ2箇所、筋交い41を連結するために上部角へ1箇所、それぞれ設けられている(図7参照)。
The angle member 5b is a connecting member that is disposed on the outermost base member 3 of the gantry M and connects the base member 3, the short strut 220, and the brace 41, and the bending angle of the bottom plate portion and the vertical plate portion is 90 in side view. It is a degree (refer FIG. 4), and the upper corner | angular part of the vertical board part on the frame outer side is provided in the downward inclination (refer FIG. 7).
The insertion holes (reference numerals omitted) of the angle members 5b are provided in two places in the vertical direction of the vertical plate portion in order to connect to the short column 220, two in the horizontal direction of the bottom plate portion in order to connect to the base member 3, and the braces 41. In order to connect, one place is provided at the upper corner (see FIG. 7).

アングル材5cは、架台Mの内側2本の基礎部材3上に配置される、基礎部材3と長支柱210又は短支柱220と筋交い41の連結部材であり、底板部分と縦板部分の曲げ角度が側面視90度に設けられている(図2乃至6参照)。なお、アングル材5cは、長支柱210又は短支柱220のいずれにも使用可能な共通部品である。
アングル材5cの挿通孔(符号省略)は、長支柱210又は短支柱220と連結するために縦板部分の縦方向へ2箇所、基礎部材3と連結するために底板部分の横方向へ2箇所、筋交い41を連結するために上部角へ2箇所、それぞれ設けられている(図2乃至6参照)。
The angle member 5c is a connecting member of the base member 3 and the long strut 210 or the short strut 220 and the brace 41, which is disposed on the two base members 3 inside the gantry M, and the bending angle of the bottom plate portion and the vertical plate portion. Is provided at 90 degrees in a side view (see FIGS. 2 to 6). The angle member 5 c is a common component that can be used for either the long strut 210 or the short strut 220.
There are two insertion holes (reference numerals omitted) of the angle member 5c in the vertical direction of the vertical plate portion in order to connect to the long column 210 or the short column 220, and two in the horizontal direction of the bottom plate portion in order to connect to the base member 3. In order to connect the brace 41, two portions are provided to the upper corner, respectively (see FIGS. 2 to 6).

アングル材5dは、架台Mの一番外側の長支柱210上に配置される、大梁110と長支柱210と筋交い41と横架材43の連結部材であり、天板部分と縦板部分の曲げ角度が側面視80度に設けられている(図4参照)。
アングル材5dの挿通孔(符号省略)は、天板部分にあっては、大梁110と連結するために短支柱220側の縦方向へ2箇所、筋交い41を連結するために先端側且つ架台3の内側角部へ1箇所、それぞれ設けられている。縦板部分にあっては、長支柱210と連結するために縦方向へ2箇所、横架材43と連結するために上部の横方向へ2箇所、筋交い41を連結するために先端(下方の角)側且つ架台3の内側角部へ1箇所、それぞれ設けられている(図7参照)。
The angle member 5d is a connecting member of the large beam 110, the long column 210, the brace 41, and the horizontal member 43, which is disposed on the outermost long column 210 of the gantry M, and bends the top plate portion and the vertical plate portion. The angle is set to 80 degrees in a side view (see FIG. 4).
The insertion holes (reference numerals omitted) of the angle members 5d are provided at two positions in the vertical direction on the short column 220 side in order to connect to the large beam 110 in the top plate portion, on the distal end side and on the pedestal 3 to connect the brace 41 One location is provided on each of the inner corners. In the vertical plate portion, two places in the vertical direction to connect to the long support column 210, two places in the upper horizontal direction to connect to the horizontal member 43, and a tip (below the bottom) to connect the brace 41 One side is provided on the corner) side and on the inner corner of the mount 3 (see FIG. 7).

アングル材5eは、架台Mの一番外側の短支柱220上に配置される、大梁110と短支柱220と筋交い41と横架材43の連結部材であり、天板部分と縦板部分の曲げ角度が側面視110度に設けられている(図4参照)。
L字アングル5eの挿通孔(符号省略)は、天板部分にあっては、大梁110と連結するために長支柱210側の縦方向へ2箇所、筋交い41を連結するために先端側且つ架台3の内側角部へ1箇所、それぞれ設けられている。縦板部分にあっては、短支柱220と連結するために縦方向へ2箇所、横架材43と連結するために上部の横方向へ2箇所、筋交い41を連結するために先端(下方の角)側且つ架台3の内側角部へ1箇所、それぞれ設けられている(図7参照)。
The angle member 5e is a connecting member of the large beam 110, the short strut 220, the brace 41, and the horizontal member 43, which is disposed on the outermost short strut 220 of the gantry M, and bends the top plate portion and the vertical plate portion. The angle is set to 110 degrees in a side view (see FIG. 4).
The insertion holes (reference numerals omitted) of the L-shaped angle 5e are provided at two positions in the vertical direction on the long column 210 side to connect to the girder 110 in the top plate portion, and on the distal end side and the pedestal for connecting the brace 41 1 is provided at each of the three inner corners. In the vertical plate portion, two positions are connected in the vertical direction to connect to the short support column 220, two positions in the upper horizontal direction are connected to the horizontal member 43, and the tip (the lower part is connected to the brace 41). One side is provided on the corner) side and on the inner corner of the mount 3 (see FIG. 7).

アングル材5fは、架台Mの内側2本の長支柱210上に配置される、大梁110と長支柱210と筋交い41と横架材43の連結部材であり、天板部分と縦板部分の曲げ角度が側面視80度に設けられている(図8参照)。
アングル材5fの挿通孔(符号省略)は、天板部分にあっては、大梁110と連結するために短支柱220側の縦方向へ2箇所(図8の符号524)、筋交い41を連結するために先端側の各角部へ1箇所ずつ合計2箇所(図8の符号520)、それぞれ設けられている。縦板部分にあっては、長支柱210と連結するために縦方向へ2箇所(図8の符号522)、横架材43と連結するために基端側(上部側)の横方向へ左右2箇所ずつ合計4箇所(図8の符号526)、筋交い41を連結するために先端側(下方の角側)の各角部へ1箇所ずつ合計2箇所(図8の符号528)、それぞれ設けられている(図8参照)。
The angle member 5f is a connecting member of the large beam 110, the long column 210, the brace 41, and the horizontal member 43, which is disposed on the two long columns 210 inside the gantry M, and bends the top plate portion and the vertical plate portion. The angle is set to 80 degrees in a side view (see FIG. 8).
The insertion holes (reference numerals omitted) of the angle members 5f connect the braces 41 at two places (reference numeral 524 in FIG. 8) in the vertical direction on the short column 220 side in order to connect to the large beam 110 in the top plate portion. For this purpose, a total of two locations (reference numeral 520 in FIG. 8) are provided at each corner on the tip side. In the vertical plate portion, two portions (reference numeral 522 in FIG. 8) are connected in the vertical direction in order to connect to the long support column 210, and left and right in the horizontal direction on the base end side (upper side) in order to connect to the horizontal member 43. A total of four places (reference numeral 526 in FIG. 8) for two places, and a total of two places (reference numeral 528 in FIG. 8) for each corner on the tip side (lower corner side) for connecting the brace 41, respectively. (See FIG. 8).

アングル材5gは、架台Mの内側2本の短支柱220上に配置される、大梁110と短支柱220と筋交い41と横架材43の連結部材であり、天板部分と縦板部分の曲げ角度が側面視110度に設けられている。なお、アングル材5gの各挿通孔については、連結する支柱が短支柱220である点以外は、その位置及び数がアングル材5fと同様であるため、説明を省略する。   The angle member 5g is a connecting member of the large beam 110, the short strut 220, the brace 41, and the horizontal member 43, which is disposed on the two short struts 220 on the inner side of the gantry M, and bends the top plate portion and the vertical plate portion. The angle is set to 110 degrees in side view. In addition, about each insertion hole of the angle material 5g, since the position and number are the same as that of the angle material 5f except the point which the support | pillar to connect is the short support | pillar 220, description is abbreviate | omitted.

本実施の形態においては、アングルは側面視80度乃至110度であるが、これに限定するものではなく、希望する太陽電池モジュールの設置角度に応じて適宜設定しうる。また、アングルに係る固定具の挿通孔は単なる孔のみならず、ネジ溝が形成されたナットを必要としないものであってもよい。更に、アングルの挿通孔の数は、前記の数に限定されず、必要に応じてその数を適宜変更することができる。   In the present embodiment, the angle is 80 degrees to 110 degrees in a side view, but is not limited to this, and can be set as appropriate according to the desired installation angle of the solar cell module. In addition, the insertion hole of the fixture according to the angle is not limited to a simple hole but may be one that does not require a nut in which a thread groove is formed. Furthermore, the number of the angle insertion holes is not limited to the above number, and the number can be changed as needed.

(固着補助部材)
図9(a)、(b)を参照する。本実施形態において、固着補助部材6aは長方形の板材、固着補助部材6bは正方形の板材で形成されており、固着補助部材6a下面の長辺側縁部及び固着補助部材6bの相対する一対の辺の下面側縁部には、切欠部610が形成されている。
(Fixing auxiliary member)
Refer to FIGS. 9A and 9B. In this embodiment, the fixing auxiliary member 6a is formed of a rectangular plate material, and the fixing auxiliary member 6b is formed of a square plate material. The long side edge of the lower surface of the fixing auxiliary member 6a and a pair of opposing sides of the fixing auxiliary member 6b A notch portion 610 is formed at the lower surface side edge portion.

固着補助部材6a,6bの下面であって切欠部610以外の箇所(突部である下面部630)の横幅の寸法は、用いられるリップ溝形鋼の開口部の横幅未満であり、例えば、本実施形態の場合、リップ溝形鋼の開口部の幅は45mmであって、下面部630の幅は43mmに設定されている。   The width of the lower portion of the fixing auxiliary members 6a and 6b other than the notch portion 610 (the lower surface portion 630 which is a protrusion) is less than the width of the opening of the lip channel steel used. In the case of the embodiment, the width of the opening of the lip channel steel is 45 mm, and the width of the lower surface portion 630 is set to 43 mm.

切欠部610の幅は、前記固着補助部材6a,6bの下面の横幅のうち、下面部630の横幅を除く両端の辺部の箇所であって、例えば、本実施形態の場合、固着補助部材6a,6b下面の全幅(横幅全部)は65mmであり、そのうち各切欠部610の幅はそれぞれ11mmに設定されている。   The width of the notch portion 610 is a portion of the side portions at both ends excluding the lateral width of the lower surface portion 630 among the lateral widths of the lower surfaces of the adhesion assisting members 6a and 6b. For example, in the case of this embodiment, the adhesion assisting member 6a. , 6b has a total lower surface width (whole width) of 65 mm, and the width of each notch 610 is set to 11 mm.

切欠部610の深さは、リップ溝形鋼のリップ部の厚みと同等か又はリップ部の厚みよりも浅い切欠きに形成されており、例えば、本実施の形態の場合、図9(c)に示すリップ部111の厚みが2.3mmであって切欠部610に係る切欠きの深さは1.8mmに設定されている。   The depth of the notch 610 is formed in a notch that is equal to or shallower than the lip thickness of the lip channel steel. For example, in the case of this embodiment, FIG. The thickness of the lip portion 111 shown in FIG. 2 is 2.3 mm, and the depth of the notch related to the notch portion 610 is set to 1.8 mm.

固着補助部材6a,6bには板厚方向に貫通したネジ孔620が形成されている。当該ネジ孔620は、固着補助部材6aについてはその長手方向中心線上に2箇所、固着補助部材6bについてはその中央部に1箇所、の位置に設けられている。   The fixing auxiliary members 6a and 6b are formed with screw holes 620 penetrating in the plate thickness direction. The screw holes 620 are provided at two positions on the longitudinal center line of the fixing auxiliary member 6a and at one position at the center of the fixing auxiliary member 6b.

なお、固着補助部材に係る各部の数値は前記のものに限定するものではなく、取り付け対象となるリップ溝形鋼及びその開口部幅のサイズに応じて適宜変更することができる。   In addition, the numerical value of each part which concerns on a sticking auxiliary member is not limited to the above-mentioned thing, It can change suitably according to the size of the lip groove shape steel used as attachment object, and its opening part width.

(固定具)
固定具は、基本的にボルト71及びナット72(挿通孔に雌ネジが形成されている場合はボルトのみ)の組み合わせを用いているが、前記ボルト孔31又はネジ孔620のように取着先に雌ネジが形成されている場合は、当該取着先の部材への固定具としてボルト71のみが用いられる。
(Fixture)
The fixing tool basically uses a combination of a bolt 71 and a nut 72 (only a bolt when a female screw is formed in the insertion hole), but the mounting destination is the bolt hole 31 or the screw hole 620. When a female screw is formed on the bolt, only the bolt 71 is used as a fixture for the attachment member.

なお、本実施の形態にいう固定具は、各部材間を連結することができるものであればよく、ボルト及びナット(挿通孔にネジ溝が形成されている場合はナットのみでも可)のほか、例えば、クランプ、リベット、結束バンド等の公知部材であってもよく、更に座金等のボルト類と共に使用する部材を含んでもよい。   In addition, the fixing tool referred to in the present embodiment is not limited as long as it can connect the respective members, and in addition to bolts and nuts (if a thread groove is formed in the insertion hole, only the nut may be used). For example, it may be a known member such as a clamp, a rivet or a binding band, and may further include a member used together with bolts such as a washer.

(補強部材)
筋交い41は、所要長さを有する鋼棒であって、各先端部が長方形の平板部を有しており、この先端部には挿通孔が形成されている(図8でのみ拡大して示し、符号は省略する)。なお、筋交いを構成する部材については当該実施の形態に限定するものではなく、例えばリップ溝形鋼、鋼線等の他の公知部材を用いてもよい。また、本実施の形態では、筋交い41は、長さ調整機構としてターンバックル(符号省略)を備えているが、これに限定するものではなく、長さ調整機構に係る他の公知手段であってもよいし、長さ調整機構自体が無いものであってもよい。
(Reinforcing member)
The brace 41 is a steel bar having a required length, and each tip portion has a rectangular flat plate portion, and an insertion hole is formed in the tip portion (shown in an enlarged manner only in FIG. 8). The symbols are omitted). In addition, about the member which comprises a bracing, it is not limited to the said embodiment, For example, you may use other well-known members, such as a lip groove shape steel and a steel wire. Further, in the present embodiment, the brace 41 is provided with a turnbuckle (reference number omitted) as a length adjustment mechanism, but is not limited to this, and is other known means related to the length adjustment mechanism. Alternatively, the length adjusting mechanism itself may be omitted.

筋交い41は、前記先端部の挿通孔とアングル材5a乃至5gの角部に設けられた挿通孔の位置を合わせてボルト71を挿入し、ナット72を締着して連結されるものである。
前記筋交い41は、架台3の中央部を除き、
(1)隣接する一対の短支柱220と両短支柱220間に設けられた横架材43により形成された門型の側方空間(図5において手前側)、
(2)隣接する一対の長支柱210と両長支柱210間に設けられた横架材43により形成された門型の側方空間(図5において奥側)、及び、
(3)一対の横架材43と一対の大梁110により形成された四角の上方空間(図5において架台上面)、
へ襷掛け(X字状)に配置される。
The brace 41 is connected by inserting bolts 71 and tightening nuts 72 by aligning the positions of the insertion holes provided at the tip and the corners of the angle members 5a to 5g.
The brace 41 is excluding the central part of the gantry 3,
(1) A gate-shaped side space (front side in FIG. 5) formed by a pair of adjacent short columns 220 and a horizontal member 43 provided between both short columns 220,
(2) a gate-shaped side space (back side in FIG. 5) formed by a pair of adjacent long columns 210 and a horizontal member 43 provided between the long columns 210; and
(3) A rectangular upper space formed by the pair of horizontal members 43 and the pair of large beams 110 (the upper surface of the gantry in FIG. 5),
It is arranged in a hook (X shape).

なお、本実施形態では、筋交い41は中央部を除く両方の短支柱側、長支柱側、上方側の空間にそれぞれ設けられているが(図2,3,5参照)、当該態様に限定するものではなく、中央部の前記各空間に設けてもよいし、または数を減じて任意の空間へ設けてもよい。   In the present embodiment, the braces 41 are provided in the spaces on both the short support side, the long support side, and the upper side except for the central portion (see FIGS. 2, 3, and 5), but are limited to this mode. Instead, it may be provided in each of the spaces in the center, or may be provided in any space by reducing the number.

方杖42は、所要長さを有するリップ溝形鋼により形成された方杖本体部422と、鋼材を門型に折曲した形状であって方杖42の両先端に軸着された連結金具421を備えている。連結金具421は、一方が長支柱210内側部に取着され、他方が大梁110下部に取着されている(図4参照)。   The cane 42 includes a main body 422 formed of lip groove steel having a required length, and a connecting metal fitting that is formed by bending a steel material into a portal shape and is pivotally attached to both ends of the cane 42. 421. One of the connecting fittings 421 is attached to the inner side of the long column 210, and the other is attached to the lower part of the large beam 110 (see FIG. 4).

前記連結金具421の接合面(軸着された両側面以外の面)の長手方向両端近傍には挿通孔が形成されている(図示及び符号省略)。当該挿通孔を介して挿通したボルト71を固着補助部材6bのネジ孔620に螺合させることで、長支柱210又は大梁110開口部側の面に係るリップ部が、連結金具421と固着補助部材6bにより挟持され締着される(固着補助部材6bがリップ部を挟んで連結金具421側へ引き寄せた状態とも換言できる。本明細書中で、固着補助部材を用いる場合において、同様である。)。   Insertion holes are formed in the vicinity of both ends in the longitudinal direction of the joint surface (the surfaces other than the both side surfaces that are axially attached) of the connection fitting 421 (illustration and reference numerals are omitted). The bolt 71 inserted through the insertion hole is screwed into the screw hole 620 of the fixing auxiliary member 6b, so that the lip portion on the surface of the long column 210 or the large beam 110 opening side is connected to the connection fitting 421 and the fixing auxiliary member. 6b is clamped and fastened (in other words, the state where the fixing auxiliary member 6b is drawn toward the connecting metal fitting 421 across the lip portion. The same applies in the case where the fixing auxiliary member is used in this specification). .

横架材43は、所要長さを有するリップ溝形鋼であって、架台Mの長手方向であって長支柱210の間又は短支柱220の間に配置されており、隣接する一対の短支柱210上部間に1本ずつ、隣接する一対の長支柱220上部間に1本ずつ(中央に位置する長支柱220間のみ高さ方向に3本)、架け渡すようにそれぞれ連結されている(図2,3,5参照)。
また、前記横架材43は、そのウェブ部(リップ溝形鋼の開口部と相対する面)の両先端近傍に長手方向へ2つの挿通孔(符号省略)が設けられており、当該挿通孔はアングル5d乃至5gの縦板との連結に用いられる。
The horizontal member 43 is a lip channel steel having a required length, and is disposed in the longitudinal direction of the gantry M and between the long struts 210 or between the short struts 220, and a pair of adjacent short struts. 210 are connected to each other so as to be bridged, one between the upper parts of the 210 and one between the upper parts of a pair of adjacent long pillars 220 (three in the height direction only between the long pillars 220 located in the center). 2, 3, 5).
In addition, the horizontal member 43 is provided with two insertion holes (reference numerals omitted) in the longitudinal direction in the vicinity of both ends of the web portion (surface facing the opening of the lip channel steel). Is used for connection with a vertical plate having an angle of 5d to 5g.

〔太陽電池モジュール用の架台の設置方法〕
図1乃至図9を参照して、太陽電池モジュール設置用の架台(当該架台を用いた太陽光発電装置)の設置方法について、以下の通り説明する。
[Installation method for solar cell module mount]
With reference to FIG. 1 thru | or FIG. 9, the installation method of the mount (solar power generation device using the said mount) for a solar cell module installation is demonstrated as follows.

(第1工程)
架台Mの設置箇所を決め、地面上に基礎部材3を4本並行に設置する。各基礎部材3は、その長手方向が組み上がり後の架台Mの短手方向(図1では縦方向)となるように配置し、架台Mの長手方向(図1では横方向)へ等間隔で並列に配置する。
(First step)
The installation location of the gantry M is determined, and four foundation members 3 are installed in parallel on the ground. Each base member 3 is arranged so that the longitudinal direction thereof is the short direction (vertical direction in FIG. 1) of the gantry M after assembling, and is equally spaced in the longitudinal direction of the gantry M (lateral direction in FIG. 1). Place in parallel.

なお、本実施形態で使用する基礎部材3は、長さ270cm、幅30cm、高さ30cmであって、558kgのコンクリート二次製品を用いる。このため、ユニックを備えた車で運搬及び作業が可能であり、クレーン車のような大型重機が不要であるので、設置場所が町中であったり、作業場所へ至る経路が狭い場合にも作業が行いやすい。   In addition, the base member 3 used in this embodiment has a length of 270 cm, a width of 30 cm, and a height of 30 cm, and uses a concrete secondary product of 558 kg. For this reason, it is possible to transport and work with a car equipped with a UNIC, and large heavy machinery such as a crane truck is unnecessary, so work can be done even when the installation place is in the town or the route to the work place is narrow Is easy to do.

(第2工程)
設置した基礎部材3上にアングル材5a乃至5cを連結する。更に詳しくは、設置された基礎部材3のうち両外側に配置されたものへアングル材5a及び5bを連結し、内側に位置する2本の基礎部材3へアングル材5cをそれぞれ連結する(図5参照)。
(Second step)
The angle members 5a to 5c are connected to the installed base member 3. More specifically, the angle members 5a and 5b are connected to the installed base members 3 arranged on both outer sides, and the angle members 5c are connected to the two base members 3 positioned on the inner sides (FIG. 5). reference).

前記アングル材5a乃至5cは、各ボルト71をアングル5a乃至5cの底板部分に設けられた挿通孔を介して基礎部材3のボルト孔31へ締着して連結する。   The angle members 5a to 5c connect the bolts 71 to the bolt holes 31 of the base member 3 through insertion holes provided in the bottom plate portions of the angles 5a to 5c.

連結したアングル材5a,5cの縦板部分に長支柱210を連結する。更に詳しくは、アングル材5a,5cの縦板部分に設けられた挿通孔と長支柱210に設けられた挿通孔を介して、ボルト71及びナット72により連結する(図6、図7参照)。   The long support column 210 is connected to the vertical plate portion of the connected angle members 5a and 5c. In more detail, it connects with the bolt 71 and the nut 72 through the insertion hole provided in the vertical board part of the angle members 5a and 5c, and the insertion hole provided in the long support | pillar 210 (refer FIG. 6, FIG. 7).

同様に、連結したアングル材5b,5cの縦板部分に短支柱220を連結する。更に詳しくは、アングル材5b,5cの縦板部分に設けられた挿通孔と短支柱220に設けられた挿通孔を介して、ボルト71及びナット72により連結する(図6、図7参照)。   Similarly, the short strut 220 is connected to the vertical plate portion of the connected angle members 5b and 5c. In more detail, it connects with the bolt 71 and the nut 72 through the insertion hole provided in the vertical board part of the angle members 5b and 5c, and the insertion hole provided in the short support | pillar 220 (refer FIG. 6, FIG. 7).

(第3工程)
長支柱210又は短支柱220上にアングル材5d〜5gを連結する。更に詳しくは、長支柱210のうち両外側に配置されたものへアングル材5dを、短支柱220のうち両外側に配置されたものへアングル材5eを、長支柱210のうち内側に位置する2本へアングル材5fを、短支柱220のうち内側に位置する2本へアングル材5gを、それぞれ連結する(図5参照)。なお、アングル材5d乃至5gは、天板部分の突出方向が長支柱又は短支柱の方向にそれぞれ向くように連結する(図7(a)参照)。
(Third step)
The angle members 5d to 5g are connected to the long column 210 or the short column 220. More specifically, the angle member 5d is disposed on the outer side of the long column 210 and the angle member 5e is disposed on the inner side of the long column 210. The angle member 5f is connected to the book, and the angle member 5g is connected to two of the short columns 220 located inside (see FIG. 5). The angle members 5d to 5g are connected so that the protruding direction of the top plate portion is directed to the long column or the short column (see FIG. 7A).

(第4工程)
大梁110を、長短支柱の上部(即ちアングル材5d乃至5g)へ架台3の短手方向に連結する。
大梁110をアングル材5d乃至5gに取り付ける作業にあたっては、固着補助部材6aを用い、リップ溝形鋼である大梁110の開口部が下向きになるように取り付ける。リップ溝形鋼に係る開口部が上向きになって樋状になり雨水が溜まるのを防止するためである。
(4th process)
The large beam 110 is connected to the upper part of the long and short support (that is, the angle members 5d to 5g) in the short direction of the gantry 3.
When attaching the girder 110 to the angle members 5d to 5g, the gluing auxiliary member 6a is used to attach the girder 110 so that the opening of the girder 110, which is a lip groove steel, faces downward. This is for preventing the rainwater from accumulating due to the upward opening of the lip groove steel being upward and forming a bowl shape.

固着補助部材6aを大梁110の開口部に入れ、固着補助部材6aの切欠部610と大梁110のリップ部111内側の縁部を嵌合させ(図9(c)参照)、固着補助部材6aのネジ孔620とアングル材5d乃至5gの天板部分に形成された挿通孔の位置を合わせる。
次いで、ボルト71をアングル材5d乃至5gの天板部分の挿通孔から挿通し、固着補助部材6aのネジ孔620と螺合及び締着させる。
これにより、前記リップ部111は、大梁110内側から固着補助部材6aの切欠部610とアングル材5d乃至5gの天板部分上面に挟持され、かつ、固着補助部材6aの下面部630が大梁110の開口部に嵌合するため、位置がずれないように固定される(図9(c)、図4参照)。つまり、溶接作業無しで、大梁110とアングル材5d乃至5gを連結できる。
The fixing auxiliary member 6a is inserted into the opening of the large beam 110, and the notch 610 of the fixing auxiliary member 6a and the inner edge of the lip 111 of the large beam 110 are fitted (see FIG. 9C). The positions of the screw holes 620 and the insertion holes formed in the top plate portions of the angle members 5d to 5g are aligned.
Next, the bolt 71 is inserted through the insertion hole of the top plate portion of the angle members 5d to 5g, and is screwed and fastened with the screw hole 620 of the fixing auxiliary member 6a.
Thus, the lip 111 is sandwiched between the notch 610 of the fixing auxiliary member 6a and the top surface of the top plate portions of the angle members 5d to 5g from the inside of the large beam 110, and the lower surface 630 of the fixing auxiliary member 6a is Since it fits into the opening, the position is fixed so as not to shift (see FIG. 9C and FIG. 4). That is, the large beam 110 and the angle members 5d to 5g can be connected without welding work.

(第5工程)
方杖42の両先端に連結金具421をボルト留めし、一端側の連結金具421を長支柱210内側部(下部に位置するアングル材5a乃至5cの上部近傍)に取着し、他端の連結金具421を大梁110下部(長手方向中央近傍)に取着する。なお、方杖42を取り付ける作業にあたっては、大梁110下部及び長支柱210内側部(いずれもリップ溝形鋼の開口部)に取り付けることとなるため、固着補助部材6bを用いる。
(5th process)
The connecting bracket 421 is bolted to both ends of the cane 42, and the connecting bracket 421 on one end side is attached to the inner side of the long column 210 (near the upper portion of the angle members 5a to 5c located at the lower portion), and the other end is connected. The metal fitting 421 is attached to the lower part of the large beam 110 (near the center in the longitudinal direction). In addition, in the operation | work which attaches the cane 42, since it will attach to the large beam 110 lower part and the long support | pillar 210 inner side part (all are the opening parts of a lip groove shape steel), the sticking auxiliary member 6b is used.

固着補助部材6bを大梁110及び長支柱210の開口部に入れ、固着補助部材6bの切欠部610と大梁110及び長支柱210の開口部のリップ部(符号省略)内側の縁部を嵌合させ、固着補助部材6bのネジ孔620と連結金具421当接面の両端近傍に形成された挿通孔(符号省略)の位置を合わせる。次いで、ボルト71を連結金具421の挿通孔から挿入し、固着補助部材6bのネジ孔620と螺合及び締着させる。
これにより、前記リップ部は、大梁110及び長支柱210内側から固着補助部材6bの切欠部610と連結金具421当接面に挟持され、かつ、各固着補助部材6bの下面部630が大梁110及び長支柱210のそれぞれ開口部に嵌合するため、位置がずれないように固定される。つまり、溶接作業無しで、大梁110及び長支柱210と方杖42を連結できる。
The fixing auxiliary member 6b is inserted into the opening of the large beam 110 and the long column 210, and the notch 610 of the fixing auxiliary member 6b is fitted to the inner edge of the lip portion (reference number omitted) of the opening of the large beam 110 and the long column 210. The positions of the screw holes 620 of the fixing auxiliary member 6b and the insertion holes (reference numerals omitted) formed in the vicinity of both ends of the contact surface of the connection fitting 421 are aligned. Next, the bolt 71 is inserted from the insertion hole of the connection fitting 421, and is screwed and fastened with the screw hole 620 of the fixing auxiliary member 6b.
As a result, the lip portion is sandwiched between the notch portion 610 of the fixing auxiliary member 6b and the connecting metal 421 from the inside of the large beam 110 and the long column 210, and the lower surface portion 630 of each fixing auxiliary member 6b is connected to the large beam 110 and Since it fits in each opening part of the long support | pillar 210, it fixes so that a position may not shift | deviate. That is, the girder 110 and the long support column 210 and the cane 42 can be connected without welding work.

(第6工程)
横架材43を架台Mの長手方向であって長支柱210の間又は短支柱220の間に配置し、隣接する一対の短支柱210上部間に1本ずつ、隣接する一対の長支柱220上部間に1本ずつ(中央に位置する長支柱220間のみ高さ方向に3本)、架け渡すようにそれぞれ連結する(図2,3,5参照)。
(6th process)
The horizontal members 43 are arranged in the longitudinal direction of the gantry M and between the long struts 210 or between the short struts 220, and one between the adjacent pair of short struts 210, and the upper portion of the adjacent pair of long struts 220. One each in between (three in the height direction only between the long struts 220 located in the center) are connected so as to span (see FIGS. 2, 3 and 5).

前記横架材43は、長支柱210にあってはアングル材5d又は5fの縦板部分に設けられた横架材と連結するための挿通孔と、短支柱220にあってはアングル材5e又は5gの縦板部分に設けられた横架材と連結するための挿通孔と、各横架材43に設けられた挿通孔の位置をそれぞれ合わせ、当該挿通孔にボルト71を挿入し、ナット72と螺着及び締着させて、各部材を連結する(例えば、図8参照)。   The horizontal member 43 has an insertion hole for connecting to the horizontal member provided in the vertical plate portion of the angle member 5d or 5f in the long column 210, and the angle member 5e or in the short column 220. The insertion holes for connecting to the horizontal members provided in the 5 g vertical plate portion and the positions of the insertion holes provided in the horizontal members 43 are aligned, bolts 71 are inserted into the insertion holes, and nuts 72 The members are connected to each other by being screwed and fastened (for example, see FIG. 8).

なお、前記長支柱210のうち内側に配置される中間位置の2本については、長支柱210に形成された横架材と連結するための各挿通孔と、当該横架材43に設けられた各挿通孔の位置をそれぞれ合わせ、当該挿通孔にボルト71を挿入し、ナット72と螺着及び締着させて、各部材を連結する(図3,図4参照)。   In addition, about two of the intermediate positions arranged on the inner side of the long struts 210, the insertion holes for connecting to the horizontal members formed in the long struts 210 and the horizontal members 43 are provided. The positions of the respective insertion holes are aligned, bolts 71 are inserted into the insertion holes, screwed and fastened to the nut 72, and the respective members are connected (see FIGS. 3 and 4).

(第7工程)
各大梁110上面に、4本の小梁120を架台Mの長手方向へ並列に載置し、大梁と小梁が格子状になるように(直交するように)組み合わせて連結する(図5参照)。
なお、4本の小梁120のうち、外側に配置する一の小梁120は各長支柱210上方に位置させ、外側に配置する他の小梁120は各短支柱220上方に位置させる。
(Seventh step)
Four small beams 120 are placed in parallel on the upper surface of each large beam 110 in the longitudinal direction of the gantry M, and the large beams and the small beams are combined and connected so as to form a lattice (orthogonal) (see FIG. 5). ).
Of the four small beams 120, one small beam 120 arranged outside is positioned above each long column 210, and the other small beam 120 arranged outside is positioned above each short column 220.

各小梁120を取り付ける作業にあたっては、リップ溝形鋼である小梁120の開口部が下り傾斜側に向くように(即ち、短支柱220側へリップ溝形鋼の開口部が向くように)配置し、大梁110上面及び小梁120側面の所要箇所に形成されたボルトの挿通孔を介して、ボルト71を挿入し、ナット72を螺着及び締着させて、大梁110と小梁120を連結する(図4参照)。リップ溝形鋼に係る開口部が上向き(即ち、長支柱210側へリップ溝形鋼の開口部が向くように)になって樋状になり雨水が溜まるのを防止するためである。   In the operation of attaching each beam 120, the opening of the beam 120, which is a lip groove steel, is directed downward and inclined (that is, the opening of the lip groove steel is directed to the short column 220 side). The bolt 71 is inserted through the bolt insertion holes formed at the required positions on the upper surface of the large beam 110 and the side surface of the small beam 120, the nut 72 is screwed and fastened, and the large beam 110 and the small beam 120 are connected. Connect (see FIG. 4). This is to prevent the rainwater from being accumulated due to the opening of the lip groove shaped steel facing upward (that is, the opening of the lip groove shaped steel facing the long support column 210 side).

(第8工程)
筋交い41を、架台3の中央部を除き、隣接する一対の短支柱220と両短支柱220間に設けられた横架材43により形成された門型の側方空間(図5において手前側)、隣接する一対の長支柱210と両長支柱210間に設けられた横架材43により形成された門型の側方空間(図5において奥側)、及び、一対の横架材43と一対の大梁110により形成された四角の上方空間(図5において架台上面)へ、襷掛け(X字状)にそれぞれ設ける(図2,3,5参照)。
筋交い41は、その先端に形成された各挿通孔と、アングル材5a乃至5gの角部に設けられた各挿通孔の位置を合わせ、当該挿通孔へボルト71を挿入し、ナット72を螺着及び締着して連結する。
(8th step)
The brace 41 is a portal-shaped side space formed by a pair of adjacent short struts 220 and a horizontal support member 43 provided between the short struts 220 except for the central portion of the gantry 3 (front side in FIG. 5). A gate-shaped side space (back side in FIG. 5) formed by a pair of adjacent long columns 210 and a horizontal member 43 provided between the two long columns 210, and a pair of horizontal members 43 and a pair. Are provided in a hanging shape (X shape) in the upper space of the square formed by the large beams 110 (see FIG. 5).
The brace 41 is aligned with the positions of the insertion holes formed at the tips of the braces 41 and the corners of the angle members 5a to 5g, the bolts 71 are inserted into the insertion holes, and the nuts 72 are screwed. And fasten and connect.

(第9工程)
前記第1乃至第8工程により架台Mが形成される。なお、各工程は組立作業の手順上入れ替えることができないものを除き、任意で順番を入れ替えることができる。
形成された架台Mの梁1上に太陽電池モジュールSを載置及び固着することで、太陽光発電装置Pが完成する。
(9th step)
A gantry M is formed by the first to eighth steps. Note that the order of the steps can be arbitrarily changed except those that cannot be changed due to the procedure of the assembly work.
The solar power generation device P is completed by mounting and fixing the solar cell module S on the beam 1 of the gantry M formed.

(作 用)
太陽電池モジュール用の架台M及び太陽光発電装置Pの作用を説明する。
(Work)
The operation of the solar cell module mount M and the solar power generation device P will be described.

前記架台Mは、汎用品であるリップ溝形鋼及びコンクリート二次製品を用いて構成されているので、専用品を使用する場合と比較して、部材の調達が容易であり、部材調達期間を含む工期の短縮、手間及びコストの抑制が期待できる。特に、売電目的の場合、設置に掛かる初期費用は少ないに越したことはないが、リップ溝形鋼等の汎用品であれば、初期費用が安く済むことが期待できる。   Since the gantry M is configured by using lip groove steel and concrete secondary products, which are general-purpose products, it is easy to procure members, compared to the case of using a dedicated product, It can be expected to shorten the construction period, and save labor and costs. In particular, for the purpose of selling electricity, the initial cost required for installation has never been less, but it can be expected that the initial cost will be low if it is a general-purpose product such as a lip groove steel.

架台Mを組むにあたっては、各構成部材間をボルト71とナット72(場所によってはボルト71のみ)を用いて連結し、更に、長短支柱110,120の上下端の連結起点部についてはアングル材5a乃至5gを用い、リップ溝形鋼の開口部を有する面と開口部以外の平面箇所の連結については固着補助部材6a,6bを用いて行う。つまり、溶接作業無しで架台Mを形成するので、溶接技術者が不在あるいは溶接器具無しの現場であっても作業を行うことができる。更に、各部材を取り付ける挿通孔が予め設けられたアングル材5a乃至5gによれば、各部材の取付位置の調整も不要であるため、熟練工でなくとも迅速な作業が可能となる。   When assembling the gantry M, each component member is connected using a bolt 71 and a nut 72 (only the bolt 71 depending on the location). Through the use of fixing auxiliary members 6a and 6b, the surface of the lip channel steel having the opening and the plane portion other than the opening are connected. That is, since the gantry M is formed without a welding operation, the operation can be performed even when there is no welding engineer or there is no welding tool. Further, according to the angle members 5a to 5g in which the insertion holes for attaching the respective members are provided in advance, it is not necessary to adjust the attachment positions of the respective members.

基礎部材3はコンクリート二次製品であるため、風に煽られない程度の重量を備えている。また、基礎部材3は、長短の支柱を設置するに際しては架台Mに対して長手方向へ間隔を開けて並列に配置し支柱を据え付けるだけでよいので、支柱毎に個別の基礎部材を設けるものと比較して各支柱設置時の位置調整が簡易であり作業効率がよい。
更に、基礎部材3が架台Mの短手方向に繋がっているので、基礎部材がそれぞれ分離しているものと比較すると、振動又は揺動に対しての架台全体の強度が向上する。
Since the foundation member 3 is a concrete secondary product, the foundation member 3 has a weight that does not allow it to be blown by the wind. In addition, when installing the long and short struts, the base member 3 only needs to be installed in parallel with a space in the longitudinal direction with respect to the gantry M, so that a separate base member is provided for each strut. In comparison, the position adjustment at the time of installing each column is simple and the work efficiency is good.
Further, since the foundation member 3 is connected in the short direction of the gantry M, the strength of the entire gantry against vibration or swinging is improved as compared with those in which the foundation members are separated from each other.

なお、太陽光発電装置を設置するにあたり、設置場所が工場跡等である場合、汚染土壌に関する法律や条例によっては土地を掘り下げる場合に土壌検査・届け出が必要となる場合があり、基礎工事を行う際の手間及びコスト増の原因となっていたが、本発明に係る太陽光発電装置Pは地面に基礎部材3を配置するのみで掘り下げが不要なので、手間及びコスト減、許認可が下りるまでの期間短縮が期待できる。   In addition, when installing solar power generation equipment, if the installation location is a factory ruins, etc., soil inspection and notification may be required when digging the land depending on the laws and regulations concerning contaminated soil, and foundation work is performed However, since the photovoltaic power generation apparatus P according to the present invention simply disposes the base member 3 on the ground and does not need to be dug down, the time until the labor and cost are reduced and the permit is granted. Shortening can be expected.

架台Mに補強部材である筋交い41、方杖42、横架材43を設けることで、架台Mの強度が更に向上する。   The strength of the gantry M is further improved by providing the brace 41 with the brace 41, the cane 42, and the horizontal member 43, which are reinforcing members.

本明細書及び特許請求の範囲で使用している用語と表現は、あくまでも説明上のものであって、なんら限定的なものではなく、本明細書及び特許請求の範囲に記述された特徴およびその一部と等価の用語や表現を除外する意図はない。また、本発明の技術思想の範囲内で、種々の変形態様が可能であるということは言うまでもない。   The terms and expressions used in the present specification and claims are for illustrative purposes only, and are not intended to be limiting in any way. The features described in the present specification and claims and their terms There is no intention of excluding some equivalent terms and expressions. It goes without saying that various modifications are possible within the scope of the technical idea of the present invention.

P 太陽光発電装置
G 地面
M 架台
S 太陽電池モジュール
1 フレーム
110 大梁
111 リップ部
120 小梁
210 長支柱
220 短支柱
3 基礎部材
31 ボルト孔
41 筋交い
42 方杖
421 連結金具
422 方杖本体部
43 横架材
5a,5b,5c,5d,5e,5f,5g アングル材
520,522,524,526,528 挿通孔
6a,6b 固着補助部材
610 切欠部
620 ネジ孔
630 下面部
71 ボルト
72 ナット
P Photovoltaic generator G Ground M Mount
S solar cell module 1 frame 110 large beam 111 lip portion 120 small beam 210 long column 220 short column 3 base member 31 bolt hole 41 bracing 42 wand 421 connecting bracket 422 wand body 43 horizontal members 5a, 5b, 5c, 5d , 5e, 5f, 5g Angle members 520, 522, 524, 526, 528 Insertion holes 6a, 6b Fixing auxiliary member 610 Notch 620 Screw hole 630 Lower surface 71 Bolt 72 Nut

Claims (3)

太陽電池モジュールを載置するフレームと、当該フレームを支持する複数の支柱と、当該支柱の下端部が固着される複数の基礎部材と、を備え、
前記フレーム及び支柱はリップ付き溝形鋼で構成され、当該リップ付き溝形鋼は、ウェブ部と、当該ウェブ部の両端から前記ウェブ部と直交する方向に延びるフランジ部と、当該フランジ部の先端から前記ウェブ部と平行に延びるリップ部と、対向するリップ部の先端間の開口部を有し、
前記各基礎部材は、断面視が三角、四角、台形又若しくは半円形である横臥した柱状体のコンクリート二次製品で構成され、その両端のそれぞれには支柱が固着され、前記フレームの縦又は横方向のいずれかと同各基礎部材の長手方向が並行になるように配置されており、
前記フレームを構成する前記リップ付き溝形鋼は、開口部を下側に向けて配置され、
同リップ付き溝形鋼の内部には、前記両リップの裏側面と接触する接触部を有する固着補助部材を備え、
前記固着補助部材を前記対向するリップ部の先端間の開口部に臨ませて前記固着補助部材の前記接触部を前記両リップの内側面と接触させ、前記固着補助部材を前記支柱側に引き寄せることにより、前記フレームのリップ付き溝形鋼を前記支柱の上部に固着するようにしたことを含む、
太陽電池モジュール用の載置架台。
A frame on which the solar cell module is placed, a plurality of supports supporting the frame, and a plurality of foundation members to which the lower ends of the supports are fixed,
The frame and the column are made of lip-shaped channel steel, and the lip-shaped channel steel includes a web portion, a flange portion extending in a direction perpendicular to the web portion from both ends of the web portion, and a tip of the flange portion. A lip portion extending in parallel with the web portion, and an opening between the tips of the opposing lip portions,
Each of the foundation members is made of a secondary concrete product having a horizontal columnar shape that is triangular, square, trapezoidal, or semicircular in cross-sectional view, and struts are fixed to both ends thereof, and the vertical or horizontal of the frame. It is arranged so that the longitudinal direction of each foundation member is parallel to any of the directions,
The lip-shaped channel steel constituting the frame is arranged with the opening facing downward,
Inside the grooved steel with the lip, provided with a fixing auxiliary member having a contact portion that comes into contact with the back side surfaces of the two lips,
The fixing auxiliary member faces the opening between the tips of the opposing lip portions, the contact portion of the fixing auxiliary member is brought into contact with the inner side surfaces of the two lips, and the fixing auxiliary member is pulled toward the support column side. The lip-shaped channel steel of the frame is fixed to the upper portion of the column.
Mounting platform for solar cell module.
前記固着補助部材が板状で、前記接触部が固着補助部材の両側を全長にわたりリップの板厚分を切り取った切欠き部であり、両切欠き部の間には前記対向するリップ部の先端間の開口部に嵌まる突部が形成され、前記両切欠き部にリップ付き溝形鋼の両リップを接触したとき、当該両リップの表面側と前記突部の表面側とが同一高さになる、請求項1記載の太陽電池モジュール用の載置架台。   The fixing auxiliary member is plate-shaped, and the contact portion is a notched portion obtained by cutting out the plate thickness of the lip over the entire length of both sides of the fixing auxiliary member, and the tip of the opposing lip portion is between both notched portions. When projecting portions that fit into the openings are formed, and when both lips of the grooved steel with lips are brought into contact with the notches, the surface side of the lips and the surface side of the projecting portions are the same height. The mounting stand for solar cell modules according to claim 1. 請求項1または2の載置架台上へ太陽電池モジュールが設置されている、
太陽光発電装置。
A solar cell module is installed on the mounting frame of claim 1 or 2.
Solar power generator.
JP2012239322A 2012-10-30 2012-10-30 Mounting rack for photovoltaic generation module and photovoltaic generation device Pending JP2014088708A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016111796A (en) * 2014-12-05 2016-06-20 三井住友建設株式会社 Pedestal device for solar panel, and manufacturing method of pedestal device for solar panel
JP2016178847A (en) * 2015-03-23 2016-10-06 日軽金アクト株式会社 Solar panel frame
KR102226758B1 (en) * 2020-08-28 2021-03-12 주식회사 에디슨전기 Non-structural earthquake-proof type solar power device
JP7094588B1 (en) * 2021-12-03 2022-07-04 鴎 ▲トウ▼ Base member for general-purpose support type concrete anchor foundation, general-purpose support type concrete anchor foundation, and pedestal

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016111796A (en) * 2014-12-05 2016-06-20 三井住友建設株式会社 Pedestal device for solar panel, and manufacturing method of pedestal device for solar panel
JP2016178847A (en) * 2015-03-23 2016-10-06 日軽金アクト株式会社 Solar panel frame
KR102226758B1 (en) * 2020-08-28 2021-03-12 주식회사 에디슨전기 Non-structural earthquake-proof type solar power device
JP7094588B1 (en) * 2021-12-03 2022-07-04 鴎 ▲トウ▼ Base member for general-purpose support type concrete anchor foundation, general-purpose support type concrete anchor foundation, and pedestal

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