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JP6139831B2 - Installation structure and construction method of solar panel mount - Google Patents
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JP6139831B2 - Installation structure and construction method of solar panel mount - Google Patents

Installation structure and construction method of solar panel mount Download PDF

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JP6139831B2
JP6139831B2 JP2012180811A JP2012180811A JP6139831B2 JP 6139831 B2 JP6139831 B2 JP 6139831B2 JP 2012180811 A JP2012180811 A JP 2012180811A JP 2012180811 A JP2012180811 A JP 2012180811A JP 6139831 B2 JP6139831 B2 JP 6139831B2
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solar panel
panel mount
cylindrical frame
ground
core material
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JP2014037722A (en
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郁男 児島
郁男 児島
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CHIYODAGUMI CORPORATION
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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
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    • Y02E10/50Photovoltaic [PV] energy

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Description

本発明は太陽光パネル架台の設置構造及び施工方法に関し、特に、太陽光パネル架台を地盤に打込まれた基礎杭を介して設置するのに使用する太陽光パネル架台の設置構造及び施工方法に関する。   TECHNICAL FIELD The present invention relates to an installation structure and construction method for a solar panel mount, and more particularly to an installation structure and construction method for a solar panel mount used to install the solar panel mount through a foundation pile driven into the ground. .

近年、温室効果ガスの排出がなく環境負荷が小さい再生可能エネルギーとして太陽光発電が注目され、太陽光発電設備が公共施設、オフィスビル、工場、一般住宅など多くの場所に設置されている。そして、最近では、原子力発電の安全性や原子力発電が停止した場合の電力供給不足などの問題があり、再生可能エネルギーについての社会的な関心が高まる中、出力1メガワット以上の大規模なメガソーラーが再生可能エネルギーの基幹電源として期待されており、メガソーラー設備の建設が進められている。   In recent years, photovoltaic power generation has attracted attention as a renewable energy that does not emit greenhouse gases and has a low environmental impact, and photovoltaic power generation facilities are installed in many places such as public facilities, office buildings, factories, and general houses. Recently, there are problems such as the safety of nuclear power generation and the lack of power supply when nuclear power generation is stopped, and social concerns about renewable energy are increasing. Is expected as the main power source for renewable energy, and construction of mega solar facilities is underway.

メガソーラー設備の建設には広い用地が必要で、その建設場所としては内陸の処分場跡地や遊休地、海岸沿いの土地などが利用される。ところが、このような用地は軟弱地盤であることが多いため、メガソーラー設備に不等沈下を生じる恐れがあり、メガソーラー設備の設置には不等沈下を防止する対策を講じる必要がある。
こうした用地にメガソーラー設備を設置するには、地盤に杭を打ち込み、構造物を支持する基礎杭構造が有効で、本願出願人は、先の出願(特許文献1)で、太陽光発電設備に適した基礎杭構造を提案した。
The construction of the mega solar facility requires a large area, and the land used for the construction of the inland disposal site, idle land, and land along the coast is used. However, since such sites are often soft ground, there is a risk of unequal subsidence in mega solar equipment, and it is necessary to take measures to prevent unequal subsidence when installing mega solar equipment.
In order to install a mega solar facility on such a site, a foundation pile structure that drives a pile into the ground and supports the structure is effective, and the applicant of the present application is a solar power generation facility in the previous application (Patent Document 1). A suitable foundation pile structure was proposed.

この文献1の基礎杭構造では、地盤に孔を掘削し、この孔に心材を挿入し、心材の上端部を地盤上から突出させて、孔内に膨張性セメントミルクを充填固化することにより、地盤に埋め込み形成する合成杭と、地盤上で合成杭の心材の上端部の周囲に筒状枠体を設置し、この筒状枠体の上部にアンカーボルトをアンカーボルトの上部側を筒状枠体の上部から突出させて立設し、筒状枠体内にコンクリートを打設することにより、合成杭に一体的に形成する杭頭部と、杭頭部に付設し、杭頭部と太陽光パネル架台の支柱ベースとの間に介在して、太陽光パネル架台の支柱に任意の支持角度を付けるための支持角度調整部材とを備え、太陽光パネル架台の支柱ベースを杭頭部上にアンカーボルトを介して支持固定し、太陽光パネル架台の支柱の支持角度を支持角度調整部材により調整するようにしている。
かかる基礎杭構造によれば、メガソーラー設備の用地に基礎杭を簡易な施工により埋め込み、この基礎杭を介して太陽光パネル架台を簡易な施工により設置して太陽光発電設備を構築することができる。
In the foundation pile structure of this document 1, a hole is excavated in the ground, a core material is inserted into the hole, an upper end portion of the core material is protruded from the ground, and the hole is filled with expandable cement milk and solidified. A synthetic pile to be embedded in the ground and a cylindrical frame installed around the upper end of the core of the synthetic pile on the ground, an anchor bolt on the upper part of this cylindrical frame and a cylindrical frame on the upper side of the anchor bolt A pile head that is formed integrally with the synthetic pile by placing the concrete in the cylindrical frame, protruding from the top of the body, and attached to the pile head. A support angle adjusting member for providing an arbitrary support angle to the support of the solar panel mount is interposed between the support base of the panel mount and the support base of the solar panel mount is anchored on the pile head. Supporting and fixing via bolts, supporting the support of the solar panel mount It is to be adjusted by the angle support angle adjustment member.
According to such a foundation pile structure, the foundation pile can be embedded in the site of the mega solar facility by simple construction, and the solar panel can be installed by simple construction through the foundation pile to construct the photovoltaic power generation equipment. it can.

実用新案登録第3158624号公報Utility Model Registration No. 3158624 特願2012−121074Japanese Patent Application No. 2012-121074

ところで、近時のメガソーラーシステムにあっては、太陽光パネル架台の改良が進み、構造が単純化され、軽量化されており、架台の基礎杭への取り付けも、地盤に打込まれた基礎杭を用いて地盤上に支柱を形成し、この支柱に架台の支持点部分を一体化する支柱構築構造が採用され、また、基礎杭や支柱を少なくするために、架台を2本の支柱で支える形式から1本の支柱で支える形式が取られるなど、架台の取り付けが簡易化されている。
このような架台の施工例が特許文献2により提案されている(なお、この文献2は平成24年5月28日に出願されているため、本願出願時にはまだ公開されていない。)。この文献2の架台の施工方法を図3に示している。図3に示すように、架台3は、縦桟及び横桟からなる桟31と、それぞれ一端が縦桟に接続される第1、第2のアーム32、33と、これら第1、第2のアーム32、33の他端を連結し、架台3の支持点をなす支持部材34とを備え、従来のような支柱や支柱ベースはなく、構造が簡易化されている。この架台3の取り付けでは、まず、図3(1)に示すように、地盤に孔10を掘削し、孔10に心材11を挿入し、心材11の上部を地盤上に突出させて、孔10内に膨張性を有する充填固化材12を充填固化することにより、地盤に基礎杭1を埋め込み形成する。次に、図3(2)に示すように、基礎杭1の心材11の上部に架台3のための固定部材35を取り付け、地盤上で基礎杭1の心材11の上部周囲に筒状枠体20を設置し、架台3の支持部材34を筒状枠体20の上部から筒状枠体20の中に配置して、心材11の上部の固定部材35に図示されないボルトを介して固定する。そして、図3(3)に示すように、筒状枠体20内にコンクリート22を打設し、基礎杭1の上部に連接して支柱2を形成し、この支柱2に架台3の支持部材34を固定する。
このように架台3が改良され、架台3を基礎杭1上に設けた支柱2に一体化するようにしたことで、上記従来(特許文献1)の基礎杭構造に比べて、架台3と基礎杭1との結合にアンカーを必要としない点で、架台3の取り付けが簡易化されたものになっている。
By the way, in the recent mega solar system, the improvement of the solar panel mount has progressed, the structure has been simplified and the weight has been reduced, and the mounting of the mount to the foundation pile has also been driven into the ground. A strut construction structure is adopted in which a pillar is formed on the ground using a pile, and the support point part of the gantry is integrated with this strut. Also, in order to reduce the foundation pile and strut, the gantry is composed of two pillars. The mounting of the gantry is simplified, such as the form of supporting with a single column from the supporting form.
A construction example of such a gantry has been proposed in Patent Document 2 (Note that since this Document 2 was filed on May 28, 2012, it has not been published yet at the time of filing this application). The construction method of the mount of this literature 2 is shown in FIG. As shown in FIG. 3, the gantry 3 includes a crosspiece 31 including a vertical crosspiece and a horizontal crosspiece, first and second arms 32 and 33 each having one end connected to the vertical crosspiece, and the first and second arms. The other end of the arms 32 and 33 is connected, and a support member 34 that serves as a support point for the gantry 3 is provided. There is no conventional support column or support column base, and the structure is simplified. In attaching the gantry 3, first, as shown in FIG. 3 (1), the hole 10 is excavated in the ground, the core material 11 is inserted into the hole 10, and the upper portion of the core material 11 is protruded above the ground, so that the hole 10 The foundation pile 1 is embedded and formed in the ground by filling and solidifying the filling solidified material 12 having expandability. Next, as shown in FIG. 3 (2), a fixing member 35 for the gantry 3 is attached to the upper part of the core material 11 of the foundation pile 1, and a cylindrical frame body around the upper part of the core material 11 of the foundation pile 1 on the ground. 20 is installed, the support member 34 of the gantry 3 is arranged in the cylindrical frame 20 from the upper part of the cylindrical frame 20, and is fixed to the fixing member 35 on the upper part of the core material 11 via a bolt (not shown). Then, as shown in FIG. 3 (3), concrete 22 is placed in the cylindrical frame 20, and a support column 2 is formed in connection with the upper portion of the foundation pile 1. 34 is fixed.
In this way, the gantry 3 is improved, and the gantry 3 is integrated with the support column 2 provided on the foundation pile 1, so that the gantry 3 and the foundation are compared with the conventional foundation pile structure described above (Patent Document 1). The mounting of the gantry 3 is simplified in that an anchor is not required for coupling with the pile 1.

しかしながら、この架台3の取り付けの場合、架台3の支持点、すなわち架台3の支持部材34を筒状枠体20の上部から筒状枠体20の中に配置し、心材11上部の固定部材35にボルトを介して固定してから、筒状枠体20内にコンクリート22を打設するために、軽量化された架台3を所定の向き、角度にして精度よく支柱2に固定するには、図3(2)、(3)に示すように、架台3がぐらつかないように、架台3を例えば仮設足場など多くの仮設材41で支持する必要があり、メガソーラーシステムの設置後の稼働時には不要な仮設材41がメガソーラーシステムの施工時には必要不可欠となり、特に、架台3を1本柱で支持する形式のものでは、架台3の支えがないので、仮設材41がないと、架台3を設置することができない。
したがって、このような架台3の取り付けでは、多くの仮設材41が必要不可欠で、仮設材41それ自体に要するコスト、仮設材41の搬入、組み立て、また、架台3設置後の仮設材41の取り外し、搬出に必要なコストは増大せざるを得ない。
このように、太陽光パネル架台4の改良により、太陽光パネル架台4の構造の単純化、軽量化を図ることで、太陽光発電設備として必要なコストは減少するものの、他面で太陽光発電設備の設置に必要な施工コストは増大するという二律背反の結果が生じている。
However, in the case of mounting the gantry 3, the support point of the gantry 3, that is, the support member 34 of the gantry 3 is arranged from the upper part of the cylindrical frame body 20 into the cylindrical frame body 20, and the fixing member 35 above the core material 11. In order to fix the lightweight base 3 in a predetermined direction and angle in order to place the concrete 22 in the cylindrical frame 20 with a bolt, and to fix it to the column 2 with high precision, As shown in FIGS. 3 (2) and 3 (3), it is necessary to support the gantry 3 with many temporary materials 41 such as a temporary scaffolding so that the gantry 3 does not wobble. Unnecessary temporary material 41 is indispensable at the time of construction of the mega solar system. In particular, in the type that supports the gantry 3 with one pillar, the gantry 3 is not supported. Can not be installed
Therefore, a lot of temporary materials 41 are indispensable for the attachment of the gantry 3, and the cost required for the temporary materials 41 themselves, the loading and assembly of the temporary materials 41, and the removal of the temporary materials 41 after the gantry 3 is installed. The cost required for carrying out must be increased.
As described above, by improving the solar panel mount 4 and simplifying the structure of the solar panel mount 4 and reducing the weight, the cost required as a solar power generation facility is reduced. The result is a trade-off that the construction cost required to install the equipment increases.

本発明は、このような二律背反の技術的問題に着目し解決するものであり、この種の太陽光パネル架台の設置を精度よくしかも簡易に行い、この種の太陽光パネル架台の設置に要する施工コストの削減を図ることのできる太陽光パネル架台の設置構造及びその施工方法を提供すること、を目的とする。   The present invention focuses on and solves the technical problem of such a trade-off. The installation of this type of solar panel mount is performed accurately and simply, and the construction required for the installation of this type of solar panel mount is required. An object of the present invention is to provide an installation structure of a solar panel mount and its construction method capable of reducing cost.

また、上記目的を達成するために、本発明は、太陽光パネル架台を地盤上に基礎杭を介して設置するための太陽光パネル架台の施工方法であって、地盤に孔を掘削し、前記孔に心材を挿入して当該心材の上部を地盤上に突出させ、前記孔内にコンクリートを打設することにより、地盤に基礎杭を埋め込み形成する工程と、地盤上で前記基礎杭の心材の上部周囲に筒状枠体を設置し、太陽光パネル架台の支持点をなす支持部材を前記筒状枠体の上部から前記筒状枠体の中に配置して、前記心材の上部に固定部材を介して固定する工程と、前記筒状枠体内に複数の砕石を投入し、前記砕石により前記心材、前記固定部材とともに前記支持部材を位置決め固定する工程と、前記支持部材上に太陽光パネル架台を組み立てる工程と、前記筒状枠体内にコンクリートを打設し、前記筒状枠体内の前記心材、前記固定部材及び前記支持部材を前記砕石とともに一体的に固定して、前記基礎杭の上部に支柱を形成し、当該支柱に太陽光パネル架台を一体化する工程と、を有する、ことを要旨とする。
この場合、筒状枠体に金属管を採用することが好ましく、砕石に単粒砕石を採用することが好ましい。
In order to achieve the above object, the present invention provides a solar panel mount construction method for installing a solar panel mount on a ground via a foundation pile, excavating a hole in the ground, Inserting the core material into the hole, projecting the upper part of the core material onto the ground, and placing concrete in the hole, embedding and forming the foundation pile in the ground, and the core material of the foundation pile on the ground A cylindrical frame is installed around the upper part, and a support member that forms a support point for the solar panel mount is disposed in the cylindrical frame from the upper part of the cylindrical frame, and is fixed to the upper part of the core material. A step of fixing the support member together with the core material and the fixing member by the crushed stone, and a solar panel mount on the support member And assembling in the cylindrical frame The core material in the cylindrical frame, the fixing member and the support member are integrally fixed together with the crushed stone, and a column is formed on the upper part of the foundation pile. And a step of integrating the gantry.
In this case, it is preferable to employ a metal tube for the cylindrical frame, and it is preferable to employ a single-grain crushed stone for the crushed stone.

本発明の太陽光パネル架台の設置構造及び施工方法によれば、上記のとおり、地盤に支柱を形成する過程で、筒状枠体内に投入する砕石により、筒状枠体内の心材、固定部材及び支持部材を位置決め固定して、支持部材上に太陽光パネル架台を組み立て、この太陽光パネル架台の組み立て後に、筒状枠体内にコンクリートを打設することにより、筒状枠体内の心材、固定部材及び支持部材を砕石とともに一体的に固定するようにしたので、太陽光パネル架台を仮設材を用いて支持することなしに、太陽光パネル架台の設置を精度よくしかも簡易に行うことができ、仮設材を不要とする分だけ、太陽光パネル架台の設置に要する施工コストを削減することができる、という本発明独自の格別な効果を奏する。   According to the installation structure and construction method of the solar panel mount of the present invention, as described above, the core material in the cylindrical frame, the fixing member, and the crushed stone thrown into the cylindrical frame in the process of forming the column on the ground Positioning and fixing the support member, assembling the solar panel mount on the support member, and after assembling the solar panel mount, by placing concrete in the cylindrical frame, the core material and the fixing member in the cylindrical frame And the supporting member are integrally fixed together with the crushed stone, so that the solar panel mount can be accurately and easily installed without supporting the solar panel mount using temporary materials. The present invention has a special effect that the construction cost required for installing the solar panel mount can be reduced as much as the material is unnecessary.

本発明の一実施の形態における太陽光パネル架台の設置構造を示す断面図Sectional drawing which shows the installation structure of the solar panel mount frame in one embodiment of this invention 同太陽光パネル架台の施工方法を示す図Diagram showing how to install the solar panel mount 近時の改良された太陽光パネル架台の設置例を示す図The figure which shows the example of the installation of the solar panel mount improved recently

次に、この発明を実施するための形態について図を用いて説明する。図1に太陽光パネル架台を地盤上に基礎杭を介して設置するための太陽光パネル架台の設置構造を示している。
図1に示すように、この太陽光パネル架台の設置構造は、地盤に埋め込み形成され、軸心に地盤上に突出する心材11を有する基礎杭1と、心材11の上部に設けられ、太陽光パネル架台3の支持点をなす支持部材34を固定するための固定部材35と、地盤上で基礎杭1の心材11の上部周囲に設置される筒状枠体20、筒状枠体20内に投入され、筒状枠体20内で心材11、固定部材35及び支持部材34を位置決め保持するための複数の砕石21、及び筒状枠体20内に打設され、筒状枠体20内の各部材を固定するコンクリート22により、基礎杭1の上部に連接して形成され、太陽光パネル架台3を一体的に固定するための支柱2とを備える。
このようにして、基礎杭1上の地盤上に支柱2を形成する過程で、筒状枠体20内にコンクリート22を打設する前に、筒状枠体20内に投入する砕石21により、筒状枠体20内の心材11、固定部材35及び支持部材34を位置決め固定して、支持部材34上に太陽光パネル架台3を組み立て、この太陽光パネル架台3の組み立て後、筒状枠体20内にコンクリート22を打設することにより、筒状枠体20内の心材11、固定部材35及び支持部材34を砕石21とともに一体的に固定する。
Next, embodiments for carrying out the present invention will be described with reference to the drawings. FIG. 1 shows an installation structure of a solar panel mount for installing the solar panel mount on the ground via a foundation pile.
As shown in FIG. 1, the installation structure of this solar panel mount is provided in the upper part of the core pile 11 which has the core material 11 which is embedded and formed in the ground, and which has the core material 11 which protrudes on a ground axis. A fixing member 35 for fixing a support member 34 that forms a support point of the panel gantry 3, a cylindrical frame body 20 installed around the upper part of the core material 11 of the foundation pile 1 on the ground, and in the cylindrical frame body 20 The cylindrical frame body 20 is placed and placed in the cylindrical frame body 20 and a plurality of crushed stones 21 for positioning and holding the core material 11, the fixing member 35 and the support member 34. It is connected to the upper part of the foundation pile 1 by concrete 22 for fixing each member, and includes a support column 2 for fixing the solar panel mount 3 integrally.
Thus, in the process of forming the column 2 on the ground on the foundation pile 1, before placing the concrete 22 in the cylindrical frame 20, the crushed stone 21 thrown into the cylindrical frame 20, The core material 11, the fixing member 35 and the support member 34 in the cylindrical frame 20 are positioned and fixed, and the solar panel mount 3 is assembled on the support member 34. After the solar panel mount 3 is assembled, the cylindrical frame body is assembled. By placing concrete 22 in 20, the core material 11, the fixing member 35, and the support member 34 in the cylindrical frame 20 are integrally fixed together with the crushed stone 21.

図2にこの太陽光パネル架台を地盤上に基礎杭を介して設置するための太陽光パネル架台の施工方法を示している。
図2に示すように、この太陽光パネル架台の施工方法では、地盤に心材11を有する基礎杭1を埋め込み形成する工程と、基礎杭1上部の地盤上に筒状枠体20を設置し、太陽光パネル架台3の支持点をなす支持部材34を心材11の上部に固定部材35を介して固定する工程と、心材11、固定部材35及び支持部材34を位置決め固定する工程と、支持部材34上に太陽光パネル架台3を組み立てる工程と、基礎杭1の上部に支柱2を形成し、この支柱2に太陽光パネル架台3を一体化する工程とを有する。
FIG. 2 shows a construction method of the solar panel mount for installing the solar panel mount on the ground via a foundation pile.
As shown in FIG. 2, in the construction method of the solar panel mount, the step of embedding the foundation pile 1 having the core material 11 in the ground, the tubular frame 20 is installed on the ground above the foundation pile 1, The step of fixing the support member 34 that forms the support point of the solar panel mount 3 to the upper part of the core material 11 via the fixing member 35, the step of positioning and fixing the core material 11, the fixing member 35 and the support member 34, and the support member 34 There are a step of assembling the solar panel mount 3 and a step of forming the support column 2 on the upper portion of the foundation pile 1 and integrating the solar panel mount 3 to the support column 2.

まず、地盤に心材11を有する基礎杭1を埋め込み形成する工程では、図2(1)に示すように、地盤に孔10を掘削し、孔10に心材11を挿入してこの心材11の上部を地盤上に突出させ、孔10内にコンクリートを打設することにより、地盤に基礎杭1を埋め込み形成する。
この場合、オーガスクリューなどにより地盤に孔10を掘削し、この孔10に基礎杭1の心材11として鉄筋を挿入する。この鉄筋11には孔10の深さよりも所定の長さだけ長いものを用い、鉄筋11の上端部を所定の長さだけ地盤上に突出させる。また、この場合、孔10内に膨張性を有する充填固化材12を充填固化することが好ましく、充填固化材12として生石灰を添加した膨張性セメントミルクを注入充填し固化させる。
First, in the step of embedding the foundation pile 1 having the core material 11 in the ground, as shown in FIG. 2 (1), the hole 10 is excavated in the ground, and the core material 11 is inserted into the hole 10 to The base pile 1 is embedded and formed in the ground by projecting the ground on the ground and placing concrete in the hole 10.
In this case, a hole 10 is excavated in the ground with an auger screw or the like, and a reinforcing bar is inserted into the hole 10 as the core material 11 of the foundation pile 1. The reinforcing bar 11 is longer than the depth of the hole 10 by a predetermined length, and the upper end of the reinforcing bar 11 is projected on the ground by a predetermined length. In this case, it is preferable to fill and solidify the filling solidified material 12 having expansibility in the holes 10, and as the filling solidified material 12, expandable cement milk to which quick lime is added is injected, filled, and solidified.

次に、基礎杭1上部の地盤上に筒状枠体20を設置し、太陽光パネル架台3の支持部材34を心材11の上部に固定部材35を介して固定する工程では、図2(2)に示すように、地盤上で基礎杭1の心材11の上部周囲に筒状枠体20を設置し、太陽光パネル架台3の支持部材34を筒状枠体20の上部から筒状枠体20の中に配置して、心材11の上部に固定部材35を介して固定する。
この場合、筒状枠体20に鋼材からなるスパイラル管を用い、スパイラル管20を地盤上で基礎杭1の心材11の上部周囲に設置する。また、固定部材35は太陽光パネル架台3の支持点をなす支持部材34に対応する形式の取付ブラケットで、この場合、この取付ブラケット35に太陽光パネル架台3の支持部材34が図示されないボルトにより固定されるようになっている。この取付ブラケット35を基礎杭1の心材11の上端部に任意の固着手段により接合し、この取付ブラケット35に太陽光パネル架台3の支持部材34をボルトにより固定する。なお、この状態では、スパイラル管20の中で鉄筋11がぐらつきやすい不安定な状態になっている。
Next, in the step of installing the tubular frame 20 on the ground above the foundation pile 1 and fixing the support member 34 of the solar panel mount 3 to the upper part of the core material 11 via the fixing member 35, FIG. ), The cylindrical frame body 20 is installed around the upper part of the core 11 of the foundation pile 1 on the ground, and the support member 34 of the solar panel mount 3 is connected to the cylindrical frame body from the upper part of the cylindrical frame body 20. 20 and fixed to the upper part of the core material 11 via a fixing member 35.
In this case, a spiral tube made of a steel material is used for the cylindrical frame 20, and the spiral tube 20 is installed around the upper part of the core material 11 of the foundation pile 1 on the ground. The fixing member 35 is a mounting bracket of a type corresponding to the support member 34 that forms the support point of the solar panel gantry 3, and in this case, the support member 34 of the solar panel gantry 3 is attached to the mounting bracket 35 by a bolt (not shown). It is supposed to be fixed. The mounting bracket 35 is joined to the upper end of the core 11 of the foundation pile 1 by an arbitrary fixing means, and the support member 34 of the solar panel mount 3 is fixed to the mounting bracket 35 with a bolt. In this state, the rebar 11 is in an unstable state in which it is likely to wobble in the spiral tube 20.

続いて、心材11、固定部材35及び支持部材34を位置決め固定する工程では、図2(2)に示すように、筒状枠体20内に複数の砕石21を投入し、これらの砕石21で心材11、固定部材35とともに支持部材34を位置決め固定する。この場合、砕石21に適宜大きさの単粒砕石を用い、この単粒砕石21をスパイラル管20内の鉄筋11、取付ブラケット35及び支持部材34の周囲に積み重ね、鉄筋11、取付ブラケット35及び支持部材34の位置を微調整しつつ、鉄筋11、取付ブラケット35及び支持部材34を固定保持し、位置決めする。   Subsequently, in the step of positioning and fixing the core material 11, the fixing member 35, and the support member 34, as shown in FIG. 2 (2), a plurality of crushed stones 21 are introduced into the cylindrical frame 20, and these crushed stones 21 The support member 34 is positioned and fixed together with the core material 11 and the fixing member 35. In this case, single-grained crushed stone of an appropriate size is used as the crushed stone 21, and this single-grained crushed stone 21 is stacked around the reinforcing bar 11, the mounting bracket 35 and the support member 34 in the spiral tube 20, and the reinforcing bar 11, the mounting bracket 35 and the support are stacked. While finely adjusting the position of the member 34, the reinforcing bar 11, the mounting bracket 35, and the support member 34 are fixedly held and positioned.

続いて、支持部材34上に太陽光パネル架台3を組み立てる工程では、図2(2)に示すように、支持部材34に太陽光パネル架台3の構成部品のうち所定の部品を連結し、支持部材34に太陽光パネル架台3の構成部品を組み立てる。この場合、桟31に2本のアーム32、33を取り付け、これらのアーム32、33を支持部材34に連結する。なお、この場合、太陽光パネル架台3の高さを調整するためなど、必要があれば、太陽光パネル架台3の一端をこの種の現場で通常使用する仮設材42などを利用して一時的に支持するようにしてもよい。そして、太陽光パネル架台3の組み立てを終えたら、太陽光パネル架台3の高さや向きを正規の位置、角度に調整する。なお、この太陽光パネル架台3の高さや向きの調整前でも、必要に応じて、筒状枠体20の中に途中までコンクリート22を打設し(セメントミルクを注入し)一部固定してもよい。   Subsequently, in the process of assembling the solar panel mount 3 on the support member 34, as shown in FIG. 2 (2), a predetermined part among the constituent parts of the solar panel mount 3 is connected to the support member 34 and supported. The components of the solar panel mount 3 are assembled to the member 34. In this case, two arms 32 and 33 are attached to the crosspiece 31, and these arms 32 and 33 are connected to the support member 34. In this case, if necessary, for example, to adjust the height of the solar panel gantry 3, one end of the solar panel gantry 3 is temporarily used by using a temporary material 42 or the like normally used at this kind of site. You may make it support. And when the assembly of the solar panel mount 3 is finished, the height and direction of the solar panel mount 3 are adjusted to the regular position and angle. Even before the adjustment of the height and orientation of the solar panel mount 3, if necessary, concrete 22 is placed halfway into the cylindrical frame 20 (injected with cement milk) and partially fixed. Also good.

そして、基礎杭1の上部に支柱2を形成し、この支柱2に太陽光パネル架台3を一体化する工程では、図2(3)に示すように、筒状枠体20内にコンクリート22を打設し、筒状枠体20内の心材11、固定部材35及び支持部材34を砕石21とともに一体的に固定して、基礎杭1の上部に支柱2を形成し、この支柱2に太陽光パネル架台3を一体化する。この場合、スパイラル管20の中に膨張性を有する充填固化材としてセメントミルクを注入充填して、スパイラル管20内で鉄筋11、取付ブラケット35及び支持部材34を単粒砕石21とともに完全に固定する。   And in the process of forming the support | pillar 2 in the upper part of the foundation pile 1, and integrating the solar panel mount 3 in this support | pillar 2, as shown in FIG. 2 (3), concrete 22 is put in the cylindrical frame 20. As shown in FIG. The core material 11, the fixing member 35 and the support member 34 in the cylindrical frame 20 are integrally fixed together with the crushed stone 21, and the support column 2 is formed on the upper portion of the foundation pile 1. The panel mount 3 is integrated. In this case, cement milk is injected and filled into the spiral tube 20 as an inflatable filling solidifying material, and the rebar 11, the mounting bracket 35 and the support member 34 are completely fixed together with the single-grained crushed stone 21 in the spiral tube 20. .

このように基礎杭1上部の地盤上に支柱2を形成する過程で、地盤上に設置した筒状枠体20内にコンクリート22を打設する前に、筒状枠体20内に投入する砕石21により、筒状枠体20内の心材11、固定部材35及び支持部材34を位置決め固定するので、支持部材34上に太陽光パネル架台3が所定の適正な状態に組み立てられ、この太陽光パネル架台3の組み立て後に、筒状枠体20内にコンクリート22を打設して、筒状枠体20内の心材11、固定部材35及び支持部材34を砕石21とともに一体的に固定するので、太陽光パネル架台3は所定の適正な状態で支柱2上に一体化される。
また、この場合、支柱2は外側が鋼製のスパイラル管20で包囲され、内部にコンクリート系の材料が充填固化されているので、支柱として曲げや圧縮に非常に強い高い強度が得られる。
In the process of forming the support column 2 on the ground above the foundation pile 1, the crushed stone thrown into the cylindrical frame 20 before placing the concrete 22 into the cylindrical frame 20 installed on the ground. 21, the core material 11, the fixing member 35, and the support member 34 in the cylindrical frame 20 are positioned and fixed, so that the solar panel mount 3 is assembled on the support member 34 in a predetermined appropriate state. After assembling the gantry 3, concrete 22 is placed in the cylindrical frame 20, and the core material 11, the fixing member 35, and the support member 34 in the cylindrical frame 20 are integrally fixed together with the crushed stone 21. The optical panel mount 3 is integrated on the support column 2 in a predetermined proper state.
Further, in this case, since the support 2 is surrounded by the steel spiral tube 20 and the concrete material is filled and solidified inside, the support 2 can obtain high strength that is very strong against bending and compression.

以上説明したように、この太陽光パネル架台の設置構造及び施工方法によれば、筒状枠体20内に投入する砕石21により、筒状枠体20内の心材11、固定部材35及び支持部材34を位置決め固定して、支持部材34上に太陽光パネル架台3を組み立て、筒状枠体20内に打設するコンクリート22により、筒状枠体20内の心材11、固定部材35及び支持部材34を砕石21とともに一体的に固定するようにしたので、太陽光パネル架台3を多くの仮設材を用いて支持することなしに、太陽光パネル架台3の設置を精度よくしかも簡易に行うことができ、通常必要とされる仮設材を不要とする分だけ、太陽光パネル架台3の設置に要する施工コストを削減することができる。   As described above, according to the installation structure and construction method of the solar panel mount, the core material 11, the fixing member 35, and the support member in the cylindrical frame 20 are obtained by the crushed stone 21 that is put into the cylindrical frame 20. 34 is positioned and fixed, the solar panel mount 3 is assembled on the support member 34, and the core material 11, the fixing member 35, and the support member in the cylindrical frame 20 are formed by the concrete 22 placed in the cylindrical frame 20. 34 is integrally fixed together with the crushed stone 21, so that the solar panel mount 3 can be accurately and easily installed without supporting the solar panel mount 3 using many temporary materials. The construction cost required for installing the solar panel mount 3 can be reduced by the amount that the temporary material that is normally required is unnecessary.

1 基礎杭
10 孔
11 心材(鉄筋)
12 膨張性を有する充填固化材(膨張性セメントミルク)
2 支柱
20 筒状枠体(スパイラル管)
21 砕石(単粒砕石)
22 コンクリート
3 太陽光パネル架台
31 桟
32、33 アーム
34 支持部材
35 固定部材(取付ブラケット)
41 仮設材
42 仮設材
1 foundation pile 10 hole 11 core material (rebar)
12 Filling and solidifying material with expandability (expandable cement milk)
2 Prop 20 Tubular frame (spiral tube)
21 Crushed stone (single grain crushed stone)
22 concrete 3 solar panel mount 31 crosspiece 32, 33 arm 34 support member 35 fixing member (mounting bracket)
41 Temporary material 42 Temporary material

Claims (3)

太陽光パネル架台を地盤上に基礎杭を介して設置するための太陽光パネル架台の施工方法であって、
地盤に孔を掘削し、前記孔に心材を挿入して当該心材の上部を地盤上に突出させ、前記孔内にコンクリートを打設することにより、地盤に基礎杭を埋め込み形成する工程と、
地盤上で前記基礎杭の心材の上部周囲に筒状枠体を設置し、太陽光パネル架台の支持点をなす支持部材を前記筒状枠体の上部から前記筒状枠体の中に配置して、前記心材の上部に固定部材を介して固定する工程と、
前記筒状枠体内に複数の砕石を投入し、前記砕石により前記心材、前記固定部材とともに前記支持部材を位置決め固定する工程と、
前記支持部材上に太陽光パネル架台を組み立てる工程と、
前記筒状枠体内にコンクリートを打設し、前記筒状枠体内の前記心材、前記固定部材及び前記支持部材を前記砕石とともに一体的に固定して、前記基礎杭の上部に支柱を形成し、当該支柱に太陽光パネル架台を一体化する工程と、
を有する、
ことを特徴とする太陽光パネル架台の施工方法。
A solar panel mount construction method for installing a solar panel mount on the ground via a foundation pile,
Excavating a hole in the ground, inserting a core material into the hole, projecting the upper part of the core material onto the ground, and placing concrete in the hole, thereby embedding and forming a foundation pile in the ground; and
A cylindrical frame is installed around the upper part of the core of the foundation pile on the ground, and a support member that forms a support point of the solar panel mount is disposed in the cylindrical frame from the upper part of the cylindrical frame. Fixing the upper part of the core material via a fixing member;
A step of throwing a plurality of crushed stones into the cylindrical frame, and positioning and fixing the support member together with the core material and the fixing member by the crushed stone;
Assembling a solar panel mount on the support member;
Concrete is placed in the cylindrical frame body, the core material in the cylindrical frame body, the fixing member and the support member are integrally fixed together with the crushed stone, and a column is formed on the upper portion of the foundation pile, A step of integrating the solar panel frame with the column;
Having
The construction method of the solar panel mount characterized by this.
筒状枠体に金属管を採用する請求項に記載の太陽光パネル架台の施工方法。 Method of constructing the solar panel frame according to claim 1 employing a metal tube into the tubular frame. 砕石に単粒砕石を採用する請求項1又は2に記載の太陽光パネル架台の施工方法。
The construction method of the solar panel mount of Claim 1 or 2 which employ | adopts a single grain crushed stone for a crushed stone.
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