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JP5836094B2 - Solar cell panel mount and solar cell device - Google Patents
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JP5836094B2 - Solar cell panel mount and solar cell device - Google Patents

Solar cell panel mount and solar cell device Download PDF

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Publication number
JP5836094B2
JP5836094B2 JP2011264884A JP2011264884A JP5836094B2 JP 5836094 B2 JP5836094 B2 JP 5836094B2 JP 2011264884 A JP2011264884 A JP 2011264884A JP 2011264884 A JP2011264884 A JP 2011264884A JP 5836094 B2 JP5836094 B2 JP 5836094B2
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solar cell
cell panel
fixing member
joining
bolt
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JP2013118274A (en
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鈴木 幹夫
幹夫 鈴木
航 後藤
航 後藤
竜介 佐々木
竜介 佐々木
貴裕 片山
貴裕 片山
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NTT Facilities Inc
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NTT Facilities Inc
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24SSOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/60Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
    • F24S25/61Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing to the ground or to building structures
    • F24S25/617Elements driven into the ground, e.g. anchor-piles; Foundations for supporting elements; Connectors for connecting supporting structures to the ground or to flat horizontal surfaces
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24SSOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/10Arrangement of stationary mountings or supports for solar heat collector modules extending in directions away from a supporting surface
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24SSOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S30/00Arrangements for moving or orienting solar heat collector modules
    • F24S30/40Arrangements for moving or orienting solar heat collector modules for rotary movement
    • F24S30/42Arrangements for moving or orienting solar heat collector modules for rotary movement with only one rotation axis
    • F24S30/425Horizontal axis
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/10Photovoltaic [PV]
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/40Solar thermal energy, e.g. solar towers
    • Y02E10/47Mountings or tracking
    • 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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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Thermal Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Photovoltaic Devices (AREA)

Description

本発明は、太陽電池パネルを敷地や屋根等の設置面に固定するための太陽電池パネル架台、およびこの太陽電池パネル架台に太陽電池パネルを装着した太陽電池装置に関する。   The present invention relates to a solar cell panel frame for fixing a solar cell panel to an installation surface such as a site or a roof, and a solar cell device in which the solar cell panel is mounted on the solar cell panel frame.

地球環境保護の観点から、クリーンエネルギーとして太陽電池発電による電力利用が注目されている。例えば、一般住宅の屋根に太陽電池パネルを設置し、家庭内で使用する電力を補助するという態様がよく知られている。
また、近年においては、太陽電池による大規模発電が模索され、広大な敷地に多数の太陽電池パネルを設置して多量の電力を供給する試みも行われている。
From the viewpoint of protecting the global environment, the use of electric power by solar cell power generation is attracting attention as clean energy. For example, a mode in which a solar cell panel is installed on the roof of a general house to assist electric power used in the home is well known.
In recent years, large-scale power generation using solar cells has been sought, and attempts have been made to supply a large amount of power by installing a large number of solar cell panels on a vast site.

このような多数の太陽電池パネルを設置する太陽電池装置(メガソーラ)は、設置するために広大な敷地が必要であるため、埋立地に計画されることが多い。しかし、埋立地では、地盤の不等沈下が生じる虞があり、これにより太陽電池パネルの傾斜角度が変わってしまうことが考えられる。
このため、地盤の不等沈下が生じた場合も、太陽電池パネルの傾斜角度を所定の角度に支持できるように、太陽電池パネルを支持する枠組みの構造を強固にした太陽電池装置が知られている。
Such a solar cell device (mega solar) for installing a large number of solar cell panels is often planned in a landfill because it requires a large site for installation. However, in landfills, there is a risk of uneven settlement of the ground, which may change the inclination angle of the solar cell panel.
For this reason, a solar cell device is known in which the structure of the frame supporting the solar cell panel is strengthened so that the inclination angle of the solar cell panel can be supported at a predetermined angle even when uneven ground subsidence occurs. Yes.

また、特許文献1および2には、設置した地盤が不等沈下した場合や設置面が傾斜している場合でも、太陽電池パネルの傾斜角度を所望の傾斜角度に調整可能な太陽電池パネル架台が開示されている。
これらの太陽電池パネル架台は、設置面に固定される固定部材と、太陽電池パネルを支持する支柱部材とを備え、これらの固定部材と支柱部材とが任意の角度で接続可能に構成されている。これにより、設置した地盤が不等沈下した場合や設置面が傾斜している場合でも、固定部材と支柱部材との接続角度を調整することで太陽電池パネルを所定の傾斜角度および高さに支持することができる。
Patent Documents 1 and 2 also include a solar cell panel mount that can adjust the inclination angle of the solar cell panel to a desired inclination angle even when the installed ground is sunk unevenly or the installation surface is inclined. It is disclosed.
These solar cell panel mounts include a fixing member that is fixed to the installation surface and a support member that supports the solar cell panel, and these fixing members and the support member can be connected at an arbitrary angle. . As a result, even if the installed ground subsides unevenly or the installation surface is inclined, the solar cell panel is supported at a predetermined inclination angle and height by adjusting the connection angle between the fixing member and the column member. can do.

特開2009−302123号公報JP 2009-302123 A 特開2010−258024号公報JP 2010-258024 A

しかしながら、特許文献1および2に開示されているような太陽電池パネル架台は、調整可能な支持部のレベル差は数センチメートル程度であり、更に大きなレベル差の調整にに対応しようとすると、太陽電池パネルの荷重や風力などの外力により、固定部材と支柱部材との接合が緩んでしまい、太陽電池パネルの傾斜角度が変化してしまうという虞がある。 However, the solar cell panel mount as disclosed in Patent Documents 1 and 2, the level difference between the adjustment possible support portion is about several centimeters, an attempt to further correspond to the adjustment of a large level difference, There is a possibility that the joint between the fixing member and the support member is loosened by an external force such as a load of the solar cell panel or wind force, and the inclination angle of the solar cell panel is changed.

本発明は、上述する事情に鑑みてなされたもので、設置した地盤が不等沈下した場合や設置面が傾斜している場合でも、太陽電池パネルを所定の傾斜角度に確実に支持することができる太陽電池パネル架台および太陽電池装置を提供することを目的とする。   The present invention has been made in view of the above-described circumstances, and can reliably support a solar cell panel at a predetermined inclination angle even when the installed ground sinks unevenly or when the installation surface is inclined. An object of the present invention is to provide a solar cell panel mount and a solar cell device that can be used.

上記目的を達成するため、本発明に係る太陽電池パネル架台は、設置面に太陽電池パネルを所定の傾斜角度に支持する太陽電池パネル架台であって、前記設置面に固定される固定部材と、前記太陽電池パネルを支持する支柱部材と、前記固定部材と前記支柱部材とを接合する接合部材とを備え、前記固定部材および前記支柱部材の一方の部材には、第1締結孔と、複数の第2締結孔とが形成され、前記接合部材には、前記一方の部材と接合されるときに前記第1締結孔と重なる第3締結孔と、前記複数の第2締結孔と重なる複数の第4締結孔とが形成され、該複数の第4締結孔は、前記第3締結孔を中心とする円弧に沿って伸びる長孔状に形成されるとともに、少なくとも1つ以上が他と異なる高さに位置していて、重なった前記第1締結孔および前記第3締結孔には第1締結具が挿通され、重なった前記複数の第2締結孔および前記複数の第4締結孔には第2締結具が挿通されて、前記第1締結具および前記第2締結具がそれぞれ締結されることで前記接合部材と前記一方の部材とが接合され、前記接合部材は、前記固定部材と前記支柱部材との接合高さを調整可能であることを特徴とする。
また、本発明に係る太陽電池装置では、上記太陽電池パネル架台に太陽電池パネルが固定されていることを特徴とする。
In order to achieve the above object, a solar cell panel mount according to the present invention is a solar cell panel mount that supports a solar cell panel at a predetermined inclination angle on an installation surface, and a fixing member fixed to the installation surface; A support member that supports the solar cell panel; and a joining member that joins the fixing member and the supporting member. One member of the fixing member and the supporting member includes a first fastening hole, and a plurality of fastening members. A second fastening hole is formed, and the joining member includes a third fastening hole that overlaps the first fastening hole when joined to the one member, and a plurality of second fastening holes that overlap the plurality of second fastening holes . 4 fastening holes are formed, and the plurality of fourth fastening holes are formed in a long hole shape extending along an arc centered on the third fastening hole, and at least one or more heights are different from the others. The first fastening hole which is located and overlapped And a first fastener is inserted into the third fastening hole, and a second fastener is inserted into the plurality of second fastening holes and the plurality of fourth fastening holes that overlap, and the first fastener and The joining member and the one member are joined by fastening the second fasteners , and the joining member is capable of adjusting a joining height between the fixing member and the support member. And
In the solar cell device according to the present invention, a solar cell panel is fixed to the solar cell panel mount.

本発明では、第4締結孔が第3締結孔を中心とする円弧に沿って延びる長孔状であることにより、接続部材と一方の部材とが接続される角度を第3締結孔を中心として調整することができるため、接続部材で接続される固定部材と支柱部材との角度を調整することができる。
そして、複数の第4締結孔が、少なくとも1つ以上が他と異なる高さに位置していることにより、複数の第2締結具は、太陽電池パネルの荷重や風力などの外力に対して緩みにくく、接続部材と一方の部材とを確実に接続することができる。
In the present invention, since the fourth fastening hole is in the shape of a long hole extending along an arc centered on the third fastening hole, the angle at which the connecting member and one member are connected is centered on the third fastening hole. Since it can adjust, the angle of the fixing member connected with a connection member and a support | pillar member can be adjusted.
And since several 4th fastening holes are located in the height from which at least 1 or more differs from others, several 2nd fasteners loosen with respect to external force, such as a load of a solar cell panel, and a wind force. It is difficult to reliably connect the connecting member and one member.

また、本発明に係る太陽電池パネル架台では、前記接合部材は、前記固定部材に固定される固定部材接合部と、前記支柱部材に固定される支柱部材接合部と、前記固定部材接合部と前記支柱部材接合部とを連結する第3締結具とを備え、該第3締結具は、前記固定部材接合部と前記支柱部材接合部との高さ方向の間隔を調整可能であることが好ましい。
このようにすることにより、固定部材接合部と支柱部材接合部との高さ方向の間隔を調整することで、太陽電池パネルの高さを調整することができる。
Moreover, in the solar cell panel mount according to the present invention, the joining member includes a fixing member joining portion fixed to the fixing member, a supporting member joining portion fixed to the supporting member, the fixing member joining portion, and the It is preferable that the 3rd fastener which connects a support | pillar member junction part is provided, and this 3rd fastener can adjust the space | interval of the height direction of the said fixing member junction part and the said support | pillar member junction part.
By doing in this way, the height of a solar cell panel can be adjusted by adjusting the space | interval of the height direction of a fixing member junction part and a support | pillar member junction part.

また、本発明に係る太陽電池パネル架台では、前記接合部材は、前記固定部材に固定される固定部材接合部と、前記支柱部材に固定される支柱部材接合部と、前記固定部材接合部と前記支柱部材接合部とを連結する第3締結具とを備え、前記支柱部材接合部は、前記支柱部材に固定される位置を高さ方向に変更可能に構成されていることを特徴とする。
このようにすることにより、支柱部材接合部が支柱部材に固定される位置を高さ方向に変更することで、太陽電池パネルの高さを調整することができる。
Moreover, in the solar cell panel mount according to the present invention, the joining member includes a fixing member joining portion fixed to the fixing member, a supporting member joining portion fixed to the supporting member, the fixing member joining portion, and the And a third fastener for connecting the support member joining portion, wherein the support member joining portion is configured to be able to change a position fixed to the support member in the height direction.
By doing in this way, the height of a solar cell panel can be adjusted by changing the position where a support | pillar member junction part is fixed to a support | pillar member to a height direction.

また、本発明に係る太陽電池パネル架台では、前記支柱部材は、前記太陽電池パネルを回動可能に支持するとともに、該太陽電池パネルを回動方向の所定の角度において係止可能な係止部を備えていることが好ましい。
このようにすることにより、太陽電池パネルの傾斜方向を精度よく調整することができる。
Moreover, in the solar cell panel mount according to the present invention, the support member supports the solar cell panel so as to be rotatable, and can be engaged with the solar cell panel at a predetermined angle in the rotation direction. It is preferable to provide.
By doing in this way, the inclination direction of a solar cell panel can be adjusted accurately.

また、本発明による太陽電池装置では、上述したいずれかに記載された太陽電池パネル架台に太陽電池パネルが固定されていることを特徴とする。
本発明によれば、太陽電池パネル架台を設置した地盤が不等沈下した場合や設置面が傾斜している場合でも、太陽電池パネル架台の傾斜角度を調整することで、太陽電池パネル架台に保持された太陽電池パネルを所定の傾斜角度に支持することができる。
Moreover, in the solar cell apparatus by this invention, the solar cell panel is being fixed to the solar cell panel mount described in one of the above-mentioned.
According to the present invention, even when the ground on which the solar cell panel mount is installed sinks unevenly or when the installation surface is inclined, the solar cell panel mount is held by adjusting the inclination angle of the solar cell panel mount. The formed solar cell panel can be supported at a predetermined inclination angle.

本発明によれば、第4締結孔が第3締結孔を中心とする円弧に沿って延びる長孔状であることにより、接続部材と一方の部材とが接続される角度を第3締結孔を中心として調整することができるため、接続部材で接続される固定部材と支柱部材との角度を調整することができる。
そして、複数の第4締結孔が、少なくとも1つ以上が他と異なる高さに位置していることにより、複数の第2締結具は、太陽電池パネルの荷重や風力などの外力に対して緩みにくく、接続部材と一方の部材とを確実に接続することができる。
According to the present invention, the fourth fastening hole is in the shape of a long hole extending along an arc centered on the third fastening hole, so that the angle at which the connection member and one member are connected is set to the third fastening hole. Since it can adjust as a center, the angle of the fixing member connected with a connection member and a support | pillar member can be adjusted.
And since several 4th fastening holes are located in the height from which at least 1 or more differs from others, several 2nd fasteners loosen with respect to external force, such as a load of a solar cell panel, and a wind force. It is difficult to reliably connect the connecting member and one member.

本発明の実施形態による太陽電池装置の一例を示す正面図である。It is a front view which shows an example of the solar cell apparatus by embodiment of this invention. 本発明の実施形態による太陽電池装置の一例を示す側面図である。It is a side view which shows an example of the solar cell apparatus by embodiment of this invention. (a)は本発明の実施の形態による太陽電池パネル架台の一例を示す正面図、(b)は側面図である。(A) is a front view which shows an example of the solar cell panel mount by embodiment of this invention, (b) is a side view. 折り曲げ鋼板を説明する斜視図である。It is a perspective view explaining a bending steel plate. 支柱部材を説明する斜視図である。It is a perspective view explaining a support | pillar member. 固定部材接合部を説明する斜視図である。It is a perspective view explaining a fixing member junction part. 支柱部材接合部を説明する斜視図である。It is a perspective view explaining a support | pillar member junction part. 設置面が不等沈下し東西方向に傾斜したときの太陽電池パネルの調整方法を説明する図である。It is a figure explaining the adjustment method of a solar cell panel when an installation surface sinks unevenly and inclines in the east-west direction. 設置面が不等沈下し北側に傾斜したときの太陽電池パネルの調整方法を説明する図である。It is a figure explaining the adjustment method of a solar cell panel when an installation surface sinks unevenly and inclines to the north side. 設置面が不等沈下し南側に傾斜したときの太陽電池パネルの調整方法を説明する図である。It is a figure explaining the adjustment method of a solar cell panel when an installation surface sinks unevenly and inclines to the south side. 設置面が均等に沈下した時の太陽電池パネルの調整方法を説明する図である。It is a figure explaining the adjustment method of a solar cell panel when an installation surface sinks equally. 太陽電池パネルを2台の太陽電池パネル架台で支持している場合に設置面が不等沈下したときの太陽電池パネルの調整方法を説明する図である。It is a figure explaining the adjustment method of a solar cell panel when an installation surface sinks unequal when the solar cell panel is supported by two solar cell panel mounts.

以下、本発明の実施形態による太陽電池パネル架台について、図1乃至図12に基づいて説明する。
図1および図2に示すように、本実施形態による太陽電池装置1は、太陽電池パネル2と、この太陽電池パネル2を敷地11や屋根等の設置面10に支持する太陽電池パネル架台3とを備えている。
なお、本実施形態では、太陽電池パネル架台3は、敷地11に設置された基礎12に固定されている。
Hereinafter, a solar cell panel mount according to an embodiment of the present invention will be described with reference to FIGS. 1 to 12.
As shown in FIGS. 1 and 2, the solar cell device 1 according to this embodiment includes a solar cell panel 2 and a solar cell panel mount 3 that supports the solar cell panel 2 on an installation surface 10 such as a site 11 or a roof. It has.
In the present embodiment, the solar cell panel mount 3 is fixed to the foundation 12 installed on the site 11.

太陽電池パネル2は、ガラス板と、このガラス板の表面に配列された多数の太陽電池素子とを備え、全体として板状に形成され、太陽光が照射される照射面2aに太陽光が照射されると発電するように構成されている。なお、太陽電池パネル2の種類は特に限定されることはなく、公知の太陽電池パネルを用いることができる。
このような太陽電池パネル2は、通常、太陽光が照射される照射面2aが南上方を向くように設置されている。そして、太陽電池パネル2は、その照射面2aが太陽光の照射の向きに対して垂直に近いほど効率的に発電することができる。
このため、本実施形態による太陽電池装置1では、太陽電池パネル架台3が、太陽電池パネル2を、南上方を向く所望の傾斜角度となるように支持している。
The solar cell panel 2 includes a glass plate and a large number of solar cell elements arranged on the surface of the glass plate. The solar cell panel 2 is formed in a plate shape as a whole, and the irradiation surface 2a to which the sunlight is irradiated is irradiated with sunlight. When configured, it is configured to generate electricity. In addition, the kind of solar cell panel 2 is not specifically limited, A well-known solar cell panel can be used.
Such a solar cell panel 2 is normally installed so that the irradiation surface 2a irradiated with sunlight faces upward in the south. And the solar cell panel 2 can generate electric power efficiently, so that the irradiation surface 2a is near perpendicular | vertical with respect to the direction of sunlight irradiation.
For this reason, in the solar cell device 1 according to the present embodiment, the solar cell panel mount 3 supports the solar cell panel 2 so as to have a desired inclination angle facing southward.

太陽電池パネル架台3は、設置面10に固定される固定部材4と、太陽電池パネル2を支持する支柱部材5と、固定部材4と支柱部材5とを連結する接合部材6と、支柱部材5と太陽電池パネル2との間に設けられて太陽電池パネル2を所定の傾斜角度に係止して保持する角度保持部7とを備えている。   The solar cell panel mount 3 includes a fixing member 4 fixed to the installation surface 10, a support member 5 that supports the solar cell panel 2, a joining member 6 that connects the fixing member 4 and the support member 5, and a support member 5. And an angle holding part 7 that is provided between the solar cell panel 2 and holds the solar cell panel 2 at a predetermined inclination angle.

図3に示すように、固定部材4は、断面形状が略コの字型状となるように鋼板を折り曲げて形成した一対の折り曲げ鋼板41,41と、一対の折り曲げ鋼板41,41どうしを所定の間隔をあけて連結する一対の連結プレート42,42とを備えている。
一対の折り曲げ鋼板41,41は、平面視において略コの字型状となる向きで、互いの内側を対向させるように配置されている。
As shown in FIG. 3, the fixing member 4 includes a pair of bent steel plates 41, 41 formed by bending a steel plate so that the cross-sectional shape is substantially U-shaped, and the pair of bent steel plates 41, 41 are predetermined. And a pair of connecting plates 42, 42 that are connected to each other with a gap therebetween.
The pair of bent steel plates 41, 41 are arranged so as to face each other inside in a direction that is substantially U-shaped in plan view.

そして、一対の折り曲げ鋼板41,41の端部41a,41a(図3(b)参照)どうしが連結プレート42で連結されている。折り曲げ鋼板41と連結プレート42とは、例えば、ボルト接合や溶接などによって接合されている(図3ではボルト接合されている)。
これにより、固定部材4は、一対の折り曲げ鋼板41,41と一対の連結プレート42,42とが平面視において四角形を形成するように配されていて、これらの一対の折り曲げ鋼板41,41および一対の連結プレート42,42の内側に支柱部材5(図3参照)が挿通可能に構成されている。
ここで、本実施形態では、連結プレート42に直交する方向を東西方向(図中の矢印Aの方向)とし、折り曲げ鋼板41の中間部41b(図3(a)参照)に直交する方向を南北方向(図中の矢印Bの方向)として以下説明する。
Then, end portions 41 a and 41 a (see FIG. 3B) of the pair of bent steel plates 41 and 41 are connected by a connecting plate 42. The bent steel plate 41 and the connection plate 42 are joined by, for example, bolt joining or welding (bolt joining in FIG. 3).
Accordingly, the fixing member 4 is arranged such that the pair of bent steel plates 41, 41 and the pair of connecting plates 42, 42 form a quadrangle in a plan view, and the pair of bent steel plates 41, 41 and the pair The support members 5 (see FIG. 3) can be inserted inside the connection plates 42, 42.
Here, in this embodiment, the direction orthogonal to the connecting plate 42 is the east-west direction (the direction of arrow A in the figure), and the direction orthogonal to the intermediate portion 41b of the bent steel plate 41 (see FIG. 3A) is north-south. The direction (direction of arrow B in the figure) will be described below.

また、図4に示すように、一対の折り曲げ鋼板41,41には、それぞれ中間部41bに1つの第1ボルト孔(第1締結孔)43と、複数の第2ボルト孔(第2締結孔)44とが形成されている。
本実施形態では、4つの第2ボルト孔44が、第1ボルト孔43の両側に2つずつ間隔をあけて形成されている。
第1ボルト孔43は、第1ボルト81(第1締結具、図3参照)が挿通可能な丸孔に形成され、第2ボルト孔44は、第2ボルト82(第2締結具、図3参照)が挿通可能な丸孔に形成されている。
Further, as shown in FIG. 4, each of the pair of bent steel plates 41 and 41 includes one first bolt hole (first fastening hole) 43 and a plurality of second bolt holes (second fastening holes) in the intermediate portion 41b. 44).
In the present embodiment, four second bolt holes 44 are formed on both sides of the first bolt hole 43 with two spaces between them.
The first bolt hole 43 is formed in a round hole into which the first bolt 81 (first fastener, see FIG. 3) can be inserted, and the second bolt hole 44 is formed with the second bolt 82 (second fastener, FIG. 3). Is formed in a round hole that can be inserted.

そして、4つの第2ボルト孔44のうち、第1ボルト孔43と近い側の第2ボルト孔44Aと、第1ボルト孔43と遠い側の第2ボルト孔44Bとは、異なる高さに形成されている。
図3に戻り、折り曲げ鋼板41の下端部41cには、設置面10に当接可能な当接部45が形成されていて、この当接部45が、例えばアンカーボルト46などによって設置面10に固定されている。
Of the four second bolt holes 44, the second bolt hole 44A closer to the first bolt hole 43 and the second bolt hole 44B farther from the first bolt hole 43 are formed at different heights. Has been.
Returning to FIG. 3, a lower end portion 41 c of the bent steel plate 41 is formed with an abutting portion 45 that can abut on the installation surface 10. The abutting portion 45 is formed on the installation surface 10 by an anchor bolt 46 or the like, for example. It is fixed.

本実施形態では、連結プレート42は、折り曲げ鋼板41に対して高さ方向の長さが短く形成されていて、折り曲げ鋼板41の上部側に取り付けられている。これにより、連結プレート42の下端部42aと設置面10との間には空部が形成されていて、この空部から一対の折り曲げ鋼板41,41および一対の連結プレート42,42の内側にアクセス可能となっている。   In the present embodiment, the connecting plate 42 is formed with a shorter length in the height direction than the bent steel plate 41 and is attached to the upper side of the bent steel plate 41. Thereby, a void is formed between the lower end portion 42a of the connection plate 42 and the installation surface 10, and the inside of the pair of bent steel plates 41 and 41 and the pair of connection plates 42 and 42 is accessed from this void. It is possible.

支柱部材5は、鉛直方向に延在する角型鋼管からなり、下端部5aが固定部材4の内部に挿通可能に構成されている。また、図1および図2に示すように、支柱部材5は、上端部5cが太陽電池パネル2を回動可能に支持している。   The column member 5 is made of a square steel pipe extending in the vertical direction, and is configured such that the lower end portion 5 a can be inserted into the fixed member 4. Moreover, as shown in FIG. 1 and FIG. 2, the support | pillar member 5 is supporting the solar cell panel 2 so that the upper end part 5c can rotate.

図5に示すように、支柱部材5は、対向する一対の面5b,5bに複数の第1高さ調整用ボルト孔51が形成されている。
この複数の第1高さ調整用ボルト孔51が形成されている面5b,5bは、東西方向に直交する面となっている。
本実施形態では、両端の第1高さ調整用ボルト孔51Aが中央の第1高さ調整用ボルト孔51Bよりも低い位置となる3つの第1高さ調整用ボルト孔51の組51Cが、高さ方向に所定の間隔をあけてそれぞれ3組形成されている。
As shown in FIG. 5, the column member 5 has a plurality of first height adjusting bolt holes 51 formed on a pair of opposed surfaces 5 b and 5 b.
The surfaces 5b, 5b in which the plurality of first height adjusting bolt holes 51 are formed are surfaces orthogonal to the east-west direction.
In the present embodiment, a set 51C of three first height adjustment bolt holes 51 in which the first height adjustment bolt holes 51A at both ends are positioned lower than the central first height adjustment bolt hole 51B. Three sets are formed at predetermined intervals in the height direction.

図3に戻り、接合部材6は、固定部材4に固定される一対の固定部材接合部61,61と、支柱部材5に固定される一対の支柱部材接合部62,62と、鉛直方向に延在し固定部材接合部61と支柱部材接合部62とを連結する連結用ボルト63およびナット64とを備えている。   Returning to FIG. 3, the bonding member 6 includes a pair of fixing member bonding portions 61 and 61 fixed to the fixing member 4, a pair of column member bonding portions 62 and 62 fixed to the column member 5, and a vertical extension. And a connecting bolt 63 and a nut 64 for connecting the fixed member connecting portion 61 and the column member connecting portion 62.

図3および図6に示すように、固定部材接合部61は、断面形状がコの字型のチャンネル鋼材で、対向する両端部61a,61aが水平となり、両端部61a,61aの間に位置する中間部61bが鉛直となるように設置されている。すなわち、両端部61a,61aが上下に配されて、その間に中間部61bが配されている。
この、固定部材接合部61は、固定部材4(図3参照)に固定されると、中間部61bが固定部材4の折り曲げ鋼板41の中間部41bと当接するように構成されている。
As shown in FIGS. 3 and 6, the fixing member joint 61 is a channel steel material having a U-shaped cross section, and the opposite end portions 61 a and 61 a are horizontal and located between the end portions 61 a and 61 a. The intermediate portion 61b is installed so as to be vertical. That is, both end portions 61a and 61a are arranged vertically, and an intermediate portion 61b is arranged therebetween.
When the fixing member joining portion 61 is fixed to the fixing member 4 (see FIG. 3), the intermediate portion 61 b is configured to contact the intermediate portion 41 b of the bent steel plate 41 of the fixing member 4.

図6に示すように、固定部材接合部61は、中間部61bに、1つの第3ボルト孔(第3締結孔)65と、複数の第4ボルト孔(第4締結孔)66とが形成されている。
本実施形態では、4つの第4ボルト孔66が、第3ボルト孔65の両側に2つずつ間隔をあけて形成されている。
第3ボルト孔65は、第1ボルト81(図3参照)が挿通可能な丸孔に形成されている。第4ボルト孔66は、第2ボルト82(図3参照)が挿通可能であるとともに、第3ボルト孔65を中心とする円弧に沿った長孔に形成されている。
そして、4つの第4ボルト孔66のうち、第3ボルト孔65と近い側の第4ボルト孔66Aと、第3ボルト孔65と遠い側の第4ボルト孔66Bとは、異なる高さに形成されている。
As shown in FIG. 6, in the fixing member joint portion 61, one third bolt hole (third fastening hole) 65 and a plurality of fourth bolt holes (fourth fastening holes) 66 are formed in the intermediate portion 61b. Has been.
In the present embodiment, four fourth bolt holes 66 are formed on both sides of the third bolt hole 65 with two spaces between them.
The third bolt hole 65 is formed in a round hole into which the first bolt 81 (see FIG. 3) can be inserted. The fourth bolt hole 66 can be inserted with the second bolt 82 (see FIG. 3) and is formed as a long hole along an arc centered on the third bolt hole 65.
Of the four fourth bolt holes 66, the fourth bolt hole 66A on the side close to the third bolt hole 65 and the fourth bolt hole 66B on the side far from the third bolt hole 65 are formed at different heights. Has been.

固定部材接合部61が折り曲げ鋼板41(図4参照)と当接すると、第3ボルト孔65が折り曲げ鋼板41の第1ボルト孔43(図4参照)と重なり、第4ボルト孔66が折り曲げ鋼板41の第2ボルト孔44(図4参照)と重なるように構成されている。
そして、重なった第1ボルト孔43と第3ボルト孔65には、第1ボルト81(図3参照)が挿通され、重なった第2ボルト孔44と第4ボルト孔66には第2ボルト82(図3参照)が挿通される。これらの第1ボルト81および第2ボルト82にナットが締結されることで、固定部材接合部61と折り曲げ鋼板41とが接合されるように構成されている。
このとき、第4ボルト孔66は第3ボルト孔65を中心とする円弧に沿った長孔に形成されているため、第2ボルト82(第3ボルト孔65)を中心として固定部材接合部61と折り曲げ鋼板41とが接合される角度を調整することができる。
When the fixing member joining portion 61 comes into contact with the bent steel plate 41 (see FIG. 4), the third bolt hole 65 overlaps with the first bolt hole 43 (see FIG. 4) of the bent steel plate 41, and the fourth bolt hole 66 becomes the bent steel plate. It is comprised so that it may overlap with 41 2nd bolt hole 44 (refer FIG. 4).
The first bolt 81 (see FIG. 3) is inserted into the overlapped first bolt hole 43 and third bolt hole 65, and the second bolt 82 is inserted into the overlapped second bolt hole 44 and fourth bolt hole 66. (See FIG. 3) is inserted. The nuts are fastened to the first bolt 81 and the second bolt 82 so that the fixing member joint 61 and the bent steel plate 41 are joined.
At this time, since the fourth bolt hole 66 is formed as a long hole along an arc centered on the third bolt hole 65, the fixing member joint portion 61 centering on the second bolt 82 (third bolt hole 65). And the angle at which the bent steel plate 41 is joined can be adjusted.

また、図3および図6に示すように、固定部材接合部61は、両端部61a,61aに、それぞれ連結用ボルト63(図3参照)が挿通可能な第1連結用ボルト孔67が形成されている。
本実施形態では、固定部材接合部61の両端部61a,61aに、それぞれ2つずつ計4つの第1連結用ボルト孔67が形成されていて、上端部61aの第1連結用ボルト孔67と下端部61aの第1連結用ボルト孔67とは、上下方向に重なる位置に形成されている。
そして、連結用ボルト63は、上下方向に延在する向きに設置され、1つの連結用ボルト63が上下方向に重なる第1連結用ボルト孔67,67に挿通されるように構成されている。
As shown in FIGS. 3 and 6, the fixing member joint portion 61 is formed with first connection bolt holes 67 through which the connection bolts 63 (see FIG. 3) can be inserted at both end portions 61 a and 61 a. ing.
In the present embodiment, a total of four first connection bolt holes 67 are formed in each of the two end portions 61a and 61a of the fixing member joint portion 61, and the first connection bolt holes 67 of the upper end portion 61a and The first connecting bolt hole 67 of the lower end 61a is formed at a position overlapping in the vertical direction.
The connecting bolt 63 is installed in a direction extending in the vertical direction, and is configured such that one connecting bolt 63 is inserted into the first connecting bolt holes 67 and 67 that overlap in the vertical direction.

図3および図7に示すように、支柱部材接合部62は、断面形状がコの字型のチャンネル鋼材で、対向する両端部62a,62aが水平となり、両端部62a,62aの間に位置する中間部62bが鉛直となるように設置されている。すなわち、両端部62a,62aが上下に配されて、その間に中間部62bが配されている。
この、支柱部材接合部62は、支柱部材5(図3参照)に固定されると、中間部62bが支柱部材5の第1高さ調整用ボルト孔51が形成された面5bと当接するように構成されている。このため、支柱部材接合部62は、固定部材接合部61(図3参照)と延在方向が直交するように取り付けられている。
As shown in FIG. 3 and FIG. 7, the strut member joining portion 62 is a channel steel material having a U-shaped cross section, and the opposite end portions 62 a and 62 a are horizontal and located between the both end portions 62 a and 62 a. The intermediate portion 62b is installed so as to be vertical. That is, both end portions 62a and 62a are arranged vertically, and an intermediate portion 62b is arranged therebetween.
When the support member joining part 62 is fixed to the support member 5 (see FIG. 3), the intermediate part 62b comes into contact with the surface 5b on which the first height adjusting bolt hole 51 of the support member 5 is formed. It is configured. For this reason, the support | pillar member junction part 62 is attached so that the extending direction may be orthogonal to the fixing member junction part 61 (refer FIG. 3).

図7に示すように、支柱部材接合部62は、中間部62bに、第2高さ調整用ボルト孔68が形成されている。
本実施形態では、3つの第2高さ調整用ボルト孔68が形成されていて、3つの第2高さ調整用ボルト孔68のうち、両端の第2高さ調整用ボルト孔68Aが中央の第2高さ調整用ボルト孔68Bよりも低い位置に形成されている。
この3つの第2高さ調整用ボルト孔68は、支柱部材接合部62が図5に示す支柱部材5と当接すると、支柱部材5に3組形成された第1高さ調整用ボルト孔51の組51Cのいずれか1組の3つの第1高さ調整用ボルト孔51と重なるように構成されている。
As shown in FIG. 7, the column member joining portion 62 has a second height adjusting bolt hole 68 formed in the intermediate portion 62b.
In the present embodiment, three second height adjusting bolt holes 68 are formed, and among the two second height adjusting bolt holes 68, the second height adjusting bolt holes 68A at both ends are in the center. It is formed at a position lower than the second height adjusting bolt hole 68B.
The three second height adjustment bolt holes 68 are formed in three sets of the first height adjustment bolt holes 51 when the support member joining portion 62 comes into contact with the support member 5 shown in FIG. The first height adjusting bolt holes 51 of one set of the set 51C are configured to overlap.

そして、重なった第1高さ調整用ボルト孔51(図5参照)と第2高さ調整用ボルト孔68には、高さ調整用ボルト83(第3締結具、図3参照)が挿通され、高さ調整用ボルト83にナットが締結されることで、支柱部材接合部62と支柱部材5とが接合されるように構成されている。
このとき、支柱部材5には、第1高さ調整用ボルト孔51の組51Cが高さ方向に間隔をあけて3組形成されているため、いずれか1組を選択して第2高さ調整用ボルト孔68と重ねて高さ調整用ボルト83で締結することにより、支柱部材5に対する支柱部材接合部62の取りつけ高さを調整することができる。
Then, the height adjusting bolt 83 (third fastener, see FIG. 3) is inserted into the overlapped first height adjusting bolt hole 51 (see FIG. 5) and second height adjusting bolt hole 68. The support member connecting portion 62 and the support member 5 are connected to each other by fastening a nut to the height adjusting bolt 83.
At this time, since three sets 51C of first height adjusting bolt holes 51 are formed in the column member 5 at intervals in the height direction, any one set is selected and the second height is selected. The height of the column member joint 62 attached to the column member 5 can be adjusted by overlapping the adjustment bolt hole 68 and fastening with the height adjustment bolt 83.

図3および図7に示すように、支柱部材接合部62は、両端部62a,62aに、それぞれ連結用ボルト63(図3参照)が挿通する第2連結用ボルト孔69が形成されている。
本実施形態では、支柱部材接合部62の両端部62a,62aに、それぞれ2つずつ計4つの第2連結用ボルト孔69が形成されていて、上端部62aの第2連結用ボルト孔69と下端部62aの第2連結用ボルト孔69とは、上下方向に重なる位置に形成されている。
As shown in FIG. 3 and FIG. 7, in the column member joint portion 62, second connection bolt holes 69 through which the connection bolts 63 (see FIG. 3) are inserted are formed in both end portions 62 a and 62 a.
In the present embodiment, a total of four second connection bolt holes 69 are formed in each of the two end portions 62a and 62a of the column member joint portion 62, and the second connection bolt holes 69 of the upper end portion 62a and The second connection bolt hole 69 of the lower end 62a is formed at a position overlapping in the vertical direction.

図3に示すように、支柱部材接合部62が支柱部材5に取り付けられるとともに、固定部材接合部61が固定部材4に取り付けられると、支柱部材接合部62の第2連結用ボルト孔69と、固定部材接合部61の第1連結用ボルト孔67とが、上下方向に重なり、上下方向に重なった第1連結用ボルト孔67および第2連結用ボルト孔69には、1つの連結用ボルト63が挿通可能に構成されている。   As shown in FIG. 3, when the support member joining portion 62 is attached to the support member 5 and the fixing member joining portion 61 is attached to the fixing member 4, the second connection bolt hole 69 of the support member joining portion 62, The first connecting bolt hole 67 and the second connecting bolt hole 69 that overlap with the first connecting bolt hole 67 of the fixing member joint portion 61 in the vertical direction overlap one vertical bolt 63. Is configured to be insertable.

そして、固定部材接合部61の上下および支柱部材接合部62の上下において、連結用ボルト63にナット64が締結されることで、固定部材接合部61と支柱部材接合部62とが連結される。このとき、固定部材接合部61と支柱部材接合部62との間隔を任意の間隔に設定することで、固定部材接合部61に対して任意の高さに支柱部材接合部62を連結することができる。
これにより、固定部材接合部61が取り付けられた固定部材4に対して、支柱部材接合部62が取り付けられた支柱部材5の高さを調整することができる。
And the fixing member joining part 61 and the strut member joining part 62 are connected by fastening the nut 64 to the connecting bolt 63 above and below the fixing member joining part 61 and above and below the supporting member joining part 62. At this time, by setting the interval between the fixing member joint 61 and the column member junction 62 to an arbitrary interval, the column member junction 62 can be connected to the fixed member junction 61 at an arbitrary height. it can.
Thereby, the height of the support | pillar member 5 to which the support | pillar member joining part 62 was attached can be adjusted with respect to the fixing member 4 to which the fixing member joining part 61 was attached.

また、本実施形態では、固定部材接合部61の一対の両端部61a,61aの間と、支柱部材接合部62の一対の両端部62a,62aの間に、連結用ボルト63が挿通可能な筒体70が設置されている。この筒体70は、鋼材などで形成され、固定部材接合部61の一対の両端部61a,61a間の長さ、および、支柱部材接合部62の一対の両端部62a,62a間の長さと略同一となるように形成されている。   In the present embodiment, the connecting bolt 63 can be inserted between the pair of both end portions 61a and 61a of the fixing member joint portion 61 and between the pair of both end portions 62a and 62a of the column member joint portion 62. A body 70 is installed. The cylindrical body 70 is formed of a steel material or the like, and is substantially the same as the length between the pair of both end portions 61 a and 61 a of the fixing member joint portion 61 and the length between the pair of both end portions 62 a and 62 a of the column member joint portion 62. It is formed to be the same.

このように、固定部材接合部61の一対の両端部61a,61aの間と、支柱部材接合部62の一対の両端部62a,62aの間に筒体70が配設されることにより、連結用ボルト63に外力がかかったときに、固定部材接合部61の一対の両端部61a,61aの間、および、支柱部材接合部62の一対の両端部62a,62aの間において連結用ボルト63が変形することが防止される。
なお、この筒体70は必要に応じて設置されればよく、設置されていなくてもよい。
As described above, the cylindrical body 70 is disposed between the pair of both end portions 61a and 61a of the fixing member joint portion 61 and between the pair of both end portions 62a and 62a of the column member joint portion 62, thereby connecting. When an external force is applied to the bolt 63, the connecting bolt 63 is deformed between the pair of both end portions 61a and 61a of the fixing member joint portion 61 and between the pair of both end portions 62a and 62a of the column member joint portion 62. Is prevented.
In addition, this cylinder 70 should just be installed as needed, and does not need to be installed.

また、本実施形態では、一対の支柱部材接合部62,62どうしを連結する連結材84が設けられている。
連結材84は、一対の支柱部材接合部62,62の上側の端部62aに架けるように設置された鋼板で、連結用ボルト63が挿通可能な連結材ボルト孔84aが形成されている。
Moreover, in this embodiment, the connection material 84 which connects a pair of support | pillar member junction parts 62 and 62 is provided.
The connecting member 84 is a steel plate installed so as to hang over the upper end 62a of the pair of support member joining portions 62, 62, and has a connecting member bolt hole 84a into which the connecting bolt 63 can be inserted.

そして、連結材84は、一対の支柱部材接合部62,62の上部に、その連結材ボルト孔84aが支柱部材接合部62の第2連結用ボルト孔69と重なるように架設され、連結用ボルト63およびナット64で締結されることで、一対の支柱部材接合部62,62どうしを連結することができる。
なお、連結材84は、鋼板に代わって、例えばL形鋼とし、一対の支柱部材接合部62,62どうしを連結するとともに、支柱部材5に固定されるように構成されていてもよい。
なお、この連結材84は必要に応じて設置されればよく、設置されていなくてもよい。
The connecting member 84 is installed above the pair of support member joining portions 62 and 62 so that the connecting member bolt hole 84 a overlaps the second connecting bolt hole 69 of the support member joining portion 62. By fastening with 63 and the nut 64, a pair of support | pillar member junction parts 62 and 62 can be connected.
The connecting member 84 may be, for example, L-shaped steel instead of the steel plate, and may be configured to connect the pair of support member joining portions 62 and 62 to each other and to be fixed to the support member 5.
In addition, this connection material 84 should just be installed as needed, and does not need to be installed.

図1および2に戻り、角度保持部7は、支柱部材5に設置された係止部71と、介装部材72を介して太陽電池パネル2に固定され係止部71に所定の位置に係止される被係止部73とを備えている。
図2に示すように、介装部材72は、2つの棒状の部材74,75を備えていて、棒状の部材74,75の一方の端部74a,75aがそれぞれ太陽電池パネル2の照射面2aと反対側の面2bに所定の間隔をあけて固定され、他方の端部74b,75bどうしが連結されて略L字型または略V字型を形成している。
Returning to FIGS. 1 and 2, the angle holding unit 7 is fixed to the solar cell panel 2 via a locking part 71 installed on the column member 5 and an interposition member 72, and is engaged with the locking part 71 at a predetermined position. And a locked portion 73 to be stopped.
As shown in FIG. 2, the interposition member 72 includes two rod-like members 74 and 75, and one end portions 74 a and 75 a of the rod-like members 74 and 75 are respectively irradiated surfaces 2 a of the solar cell panel 2. Is fixed to the opposite surface 2b with a predetermined interval, and the other ends 74b, 75b are connected to form a substantially L-shape or a substantially V-shape.

また、介装部材72は、棒状の部材74,75の他方の端部74b,75bが被係止部73と接続されている。
被係止部73は、係止部71に対して所定の位置で係止可能に構成されている。
本実施形態では、係止部71と被係止部73とがボルトで接合されるように構成されている。そして、被係止部73には、太陽電池パネル2の回動方向に沿って複数のボルト孔が形成されていて、これらの複数のボルト孔から1つを選択し係止部71と接合することで、太陽電池パネル2の傾斜角度を調整可能に構成されている。
In addition, the other end portions 74 b and 75 b of the rod-shaped members 74 and 75 are connected to the locked portion 73 in the interposed member 72.
The locked portion 73 is configured to be locked at a predetermined position with respect to the locking portion 71.
In the present embodiment, the locking portion 71 and the locked portion 73 are configured to be joined with a bolt. And in the to-be-latched part 73, the some bolt hole is formed along the rotation direction of the solar cell panel 2, One is selected from these some bolt holes, and it joins with the latching | locking part 71. FIG. Thus, the inclination angle of the solar cell panel 2 is configured to be adjustable.

次に、太陽電池装置1が設置されている設置面10が沈下した場合の、太陽電池パネル架台3の調整方法について説明する。
ここでは、不等沈下して設置面10が東西方向に傾斜した場合、南北方向に傾斜した場合、および、設置面10が均等に沈下して設置面10の高さが低くなった場合について説明する。
なお、太陽電池パネル架台3の傾斜角度および高さを調整するときには、支柱部材5にジャッキ(不図示)を取り付け、ジャッキの調整により太陽電池パネル架台3を所定の傾斜角度および高さに戻すものとする。
Next, an adjustment method of the solar cell panel mount 3 when the installation surface 10 on which the solar cell device 1 is installed sinks will be described.
Here, the case where the installation surface 10 is inclined in the east-west direction due to unequal subsidence, the case where the installation surface 10 is inclined in the north-south direction, and the case where the installation surface 10 is uniformly submerged and the height of the installation surface 10 is lowered are described. To do.
When adjusting the inclination angle and height of the solar cell panel 3, a jack (not shown) is attached to the column member 5, and the solar cell panel frame 3 is returned to a predetermined inclination angle and height by adjusting the jack. And

まず、設置面10が沈下により東西方向に傾斜した場合について説明する。
設置面10が東西方向に傾斜した場合は、図3に示す第1ボルト81および第2ボルト82を緩め、固定部材4に対する固定部材接合部61の固定を解除する。そして、ジャッキで支柱部材5の角度を変更させて太陽電池パネル2の傾斜角度を所定の傾斜角度に戻す調整をする。
このとき、第4ボルト孔66が第3ボルト孔65を中心とする円弧に沿った長孔に形成されているため、第1ボルト81(第3ボルト孔65)を中心として固定部材4と固定部材接合部61とが接合される角度を調整することができる。
First, the case where the installation surface 10 is inclined in the east-west direction due to settlement will be described.
When the installation surface 10 is inclined in the east-west direction, the first bolt 81 and the second bolt 82 shown in FIG. 3 are loosened, and the fixing of the fixing member joint 61 to the fixing member 4 is released. And the angle of the support | pillar member 5 is changed with a jack, and the adjustment which returns the inclination angle of the solar cell panel 2 to a predetermined inclination angle is performed.
At this time, since the fourth bolt hole 66 is formed as a long hole along an arc centered on the third bolt hole 65, the fourth bolt hole 66 is fixed to the fixing member 4 around the first bolt 81 (third bolt hole 65). The angle at which the member joining portion 61 is joined can be adjusted.

そして、図8に示すように、太陽電池パネル2の傾斜角度が所定の傾斜角度に戻り、固定部材4および固定部材接合部61の位置が確定したら、第1ボルト孔43および第3ボルト孔65に第1ボルト81を挿通させて締結するとともに、第2ボルト孔44および第4ボルト孔66に第2ボルト82を挿通させて締結する。こうして、いったん緩めたボルト81,82を締め直すことができる。
これにより、設置面10が東西方向に傾斜した場合にも、支柱部材5を所定の角度に戻すことができる。
Then, as shown in FIG. 8, when the inclination angle of the solar cell panel 2 returns to the predetermined inclination angle and the positions of the fixing member 4 and the fixing member joint portion 61 are determined, the first bolt hole 43 and the third bolt hole 65. The first bolt 81 is inserted through the second bolt hole and fastened, and the second bolt 82 is inserted through the second bolt hole 44 and the fourth bolt hole 66 and fastened. Thus, the bolts 81 and 82 once loosened can be tightened again.
Thereby, also when the installation surface 10 inclines in the east-west direction, the support | pillar member 5 can be returned to a predetermined angle.

次に、設置面10が沈下により南北方向に傾斜した場合について説明する。
設置面10が南北方向に傾斜した場合は、角度保持部7の被係止部73が係止部71に係止される位置を調整して太陽電池パネル2の傾斜角度を調整する。
まず、被係止部73の係止部71への係止を解除し、太陽電池パネル2を回動可能な状態とする。
そして、図9に示すように、設置面10が北側に傾斜し太陽電池パネル2が北側に傾斜した場合は、太陽電池パネル2を南側(図中の矢印Cの方向)に回動させ、元の傾斜角度に戻した状態で被係止部73を係止部71に係止させる。
また、図10に示すように、設置面10が南側に傾斜し太陽電池パネル2が南側に傾斜した場合は、太陽電池パネル2を北側(図中の矢印Dの方向)に回動させ、元の傾斜角度に戻した状態で被係止部73を係止部71に係止させる。
Next, a case where the installation surface 10 is inclined in the north-south direction due to settlement will be described.
When the installation surface 10 is inclined in the north-south direction, the inclination angle of the solar cell panel 2 is adjusted by adjusting the position where the locked portion 73 of the angle holding portion 7 is locked to the locking portion 71.
First, the locking of the locked portion 73 to the locking portion 71 is released, and the solar cell panel 2 is brought into a rotatable state.
And as shown in FIG. 9, when the installation surface 10 inclines to the north side and the solar cell panel 2 inclines to the north side, the solar cell panel 2 is rotated to the south side (the direction of arrow C in the figure), The locked portion 73 is locked to the locking portion 71 in the state where the tilt angle is returned.
Further, as shown in FIG. 10, when the installation surface 10 is inclined to the south side and the solar cell panel 2 is inclined to the south side, the solar cell panel 2 is rotated to the north side (in the direction of arrow D in the figure). The locked portion 73 is locked to the locking portion 71 in the state where the tilt angle is returned.

次に、設置面10が傾斜せずに均等に沈下した場合について説明する。
設置面10が傾斜せずに均等に沈下した場合は、連結用ボルト63に対する固定部材接合部61および支柱部材接合部62の高さ方向の位置を調整し、固定部材接合部61と支柱部材接合部62との高さ方向の離間距離を調整する方法と、支柱部材5に対する支柱部材接合部62の取り付け高さを調整する方法とがあり、この2つの方法について説明する。
Next, a case where the installation surface 10 sinks evenly without being inclined will be described.
When the installation surface 10 sinks evenly without inclining, the positions of the fixing member joint 61 and the column member joint 62 in the height direction with respect to the connecting bolt 63 are adjusted, and the fixing member joint 61 and the column member are joined. There are a method of adjusting the separation distance in the height direction from the portion 62 and a method of adjusting the mounting height of the column member joining portion 62 with respect to the column member 5, and these two methods will be described.

前者の方法では、まず、図3に示す連結用ボルト63に螺合し支柱部材接合部62を締結しているナット64を緩め、連結用ボルト63に対して支柱部材接合部62が上下方向に移動可能な状態とする。
続いて、ジャッキで支柱部材5を持ち上げて、支柱部材5を所定の高さに戻るように上昇させる。このとき、支柱部材5とともに支柱部材接合部62も上昇する。
続いて、支柱部材5が上昇した状態で、支柱部材接合部62を連結用ボルト63にナット64で締結し、支柱部材接合部62の高さを固定する。
これにより、支柱部材5が所定の高さに復元される。
In the former method, first, the nut 64 that is screwed into the connecting bolt 63 shown in FIG. 3 and fastens the support member joining portion 62 is loosened, and the support member joining portion 62 is moved vertically with respect to the connecting bolt 63. Make it movable.
Subsequently, the column member 5 is lifted with a jack, and the column member 5 is raised so as to return to a predetermined height. At this time, the strut member joint 62 also rises together with the strut member 5.
Subsequently, with the column member 5 raised, the column member joint 62 is fastened to the connecting bolt 63 with the nut 64 to fix the height of the column member joint 62.
Thereby, the column member 5 is restored to a predetermined height.

後者の方法では、まず、高さ調整用ボルト83を外し、支柱部材接合部62の支柱部材5への固定を解除する。
なお、調整前は、図3に示すように、支柱部材5に形成された3組の第1高さ調整用ボルト孔51の組51Cのうち、一番上側に形成された組51Cの第1高さ調整用ボルト孔51と、支柱部材接合部62の第2高さ調整用ボルト孔68とが重なり、高さ調整用ボルト83が締結されているものとする。
In the latter method, first, the height adjusting bolt 83 is removed, and the fixing of the support member joining portion 62 to the support member 5 is released.
Before adjustment, as shown in FIG. 3, among the three sets of first height adjustment bolt holes 51 formed in the column member 5, the first set 51 </ b> C formed on the uppermost side. It is assumed that the height adjusting bolt hole 51 and the second height adjusting bolt hole 68 of the column member joining portion 62 are overlapped, and the height adjusting bolt 83 is fastened.

続いて、ジャッキで支柱部材5を持ち上げて、太陽電池パネル2の高さを所定の高さに戻るように上昇させる。そして、上昇した支柱部材5の第1高さ調整用ボルト孔51と支柱部材接合部62の第2高さ調整用ボルト孔68とが水平方向に重なるように高さ調整を行う。なお、第2高さ調整用ボルト孔68と水平方向に重なる第1高さ調整用ボルト孔51は、中間部または一番下側に形成された組51Cの第1高さ調整用ボルト孔51となる。なお、本実施形態では、図11に示すように、一番下側に形成されたの第1高さ調整用ボルト孔51となる。   Subsequently, the column member 5 is lifted with a jack, and the height of the solar cell panel 2 is raised so as to return to a predetermined height. Then, the height adjustment is performed so that the first height adjustment bolt hole 51 of the raised column member 5 and the second height adjustment bolt hole 68 of the column member joint 62 overlap in the horizontal direction. The first height adjusting bolt hole 51 that overlaps with the second height adjusting bolt hole 68 in the horizontal direction is the first height adjusting bolt hole 51 of the set 51C formed at the middle or the lowermost side. It becomes. In the present embodiment, as shown in FIG. 11, the first height adjusting bolt hole 51 is formed at the lowermost side.

続いて、調整された高さにおいて、第1高さ調整用ボルト孔51および第2高さ調整用ボルト孔68に高さ調整用ボルト83を挿通させ、図11に示すように、高さ調整用ボルト83およびナットで支柱部材5に支柱部材接合部62を固定する。
これにより、支柱部材5は、高さ調整する前と比べて、高い位置に設置されるため、太陽電池パネル2(図2参照)の位置を上昇させることができる。
Subsequently, at the adjusted height, the height adjusting bolt 83 is inserted into the first height adjusting bolt hole 51 and the second height adjusting bolt hole 68 to adjust the height as shown in FIG. The support member joining portion 62 is fixed to the support member 5 with the bolt 83 and the nut.
Thereby, since the support | pillar member 5 is installed in a high position compared with before height adjustment, the position of the solar cell panel 2 (refer FIG. 2) can be raised.

なお、前者の方法と後者の方法とを組み合わせて太陽電池パネル2を上昇させてもよい。このようにすることにより、精度よく太陽電池パネル2の高さを調整することができる。
また、設置面10が沈下するとともに傾斜し、太陽電池パネル2の傾斜角度および高さを調整する必要がある場合は、上述した太陽電池パネル2の傾斜角度を調整する方法と、高さを調整する方法とを組み合わせて行えばよい。
また、設置面10が東西方向および南北方向に傾斜した場合は、上述した設置面10が東西方向に傾斜した場合に太陽電池パネル2の傾斜角度を調整する方法と、設置面10が南北向に傾斜した場合に太陽電池パネル2の傾斜角度を調整する方法とを組み合わせて行えばよい。
In addition, you may raise the solar cell panel 2 combining the former method and the latter method. By doing in this way, the height of the solar cell panel 2 can be adjusted accurately.
Moreover, when the installation surface 10 sinks and tilts, and it is necessary to adjust the inclination angle and height of the solar cell panel 2, the method of adjusting the inclination angle of the solar cell panel 2 and the height are adjusted. It is sufficient to combine with the method to do.
Moreover, when the installation surface 10 inclines in the east-west direction and the north-south direction, when the installation surface 10 mentioned above inclines in the east-west direction, the method of adjusting the inclination angle of the solar cell panel 2, and the installation surface 10 in the north-south direction What is necessary is just to carry out in combination with the method of adjusting the inclination-angle of the solar cell panel 2, when it inclines.

次に、太陽電池パネル2を複数の太陽電池パネル架台3で支持しているときに、設置面10の不等沈下が起こった場合について説明する。ここでは、図12に示すように、2つの太陽電池パネル架台3で太陽電池パネル2を支持していて、設置面10が東西方向に傾斜した場合について説明する。
ここで、2つの太陽電池パネル架台3のうち一方を第1太陽電池パネル架台3Aとし、他方を第2太陽電池パネル架台3Bとし、第1太陽電池パネル架台3Aを基準として高さおよび傾斜角度を調整する。なお、太陽電池パネル架台3の傾斜角度および高さを、例えば第1太陽電池パネル架台3Aを基準として調整する場合には、第2太陽電池パネル架台3Bの支柱部材5にジャッキを取り付けて行う。
Next, the case where the unequal settlement of the installation surface 10 occurs when the solar cell panel 2 is supported by the plurality of solar cell panel mounts 3 will be described. Here, as shown in FIG. 12, the case where the solar cell panel 2 is supported by two solar cell panel mounts 3 and the installation surface 10 is inclined in the east-west direction will be described.
Here, one of the two solar cell panel mounts 3 is a first solar cell panel frame 3A, the other is a second solar cell panel frame 3B, and the height and the inclination angle are set with reference to the first solar cell panel frame 3A. adjust. In addition, when adjusting the inclination | tilt angle and height of the solar cell panel mount 3 on the basis of the 1st solar cell panel mount 3A, for example, it attaches to the support | pillar member 5 of the 2nd solar cell panel mount 3B.

まず、第1太陽電池パネル架台3Aおよび第2太陽電池パネル架台3Bの第1ボルト81、第2ボルト82を緩め、固定部材接合部61の固定部材4への固定を解除する。次に、第2太陽電池パネル架台3Bの高さ調整用ボルト83を外し、第2太陽電池パネル架台3Bの支柱部材接合部62の支柱部材5への固定を解除する。
続いて、ジャッキで第1太陽電池パネル架台3Aの第1ボルト81を中心として第2太陽電池パネル架台3Bの支柱部材5の傾斜角度および高さ調整をし、第1太陽電池パネル架台3Aおよび第2太陽電池パネル架台3Bの支柱部材5の位置を元の位置に戻す。
First, the first bolt 81 and the second bolt 82 of the first solar cell panel mount 3A and the second solar cell panel mount 3B are loosened, and the fixing of the fixing member joint 61 to the fixing member 4 is released. Next, the bolt 83 for height adjustment of the 2nd solar cell panel mount 3B is removed, and fixation to the column member 5 of the column member junction part 62 of the 2nd solar cell panel mount 3B is cancelled | released.
Subsequently, the inclination angle and the height of the column member 5 of the second solar cell panel frame 3B are adjusted around the first bolt 81 of the first solar cell panel frame 3A with a jack, and the first solar cell panel frame 3A and the first 2 The position of the column member 5 of the solar cell panel mount 3B is returned to the original position.

なお、第2太陽電池パネル架台3Bの支柱部材接合部62の第2連結用ボルト孔69(図7参照)が東西方向に延びる長孔に形成されていることが好ましい。
これにより、固定部材4に対する支柱部材5の東西方向の位置が変わり、固定部材接合部61と支柱部材接合部62とが東西方向にずれた場合でも、第1連結用ボルト孔67および第2連結用ボルト孔69とが上下方向に重なるため、第1連結用ボルト孔67および第2連結用ボルト孔69に連結用ボルト63を挿通させることができる。
このように、太陽電池パネル2を複数の太陽電池パネル架台3で支持している場合に、1つの太陽電池パネル架台3を基準として傾斜角度を調整した場合でも、基準となった太陽電池パネル架台3以外の太陽電池パネル架台3を合わせて調整することにより、傾斜角度調整をすることができる。
In addition, it is preferable that the 2nd connection bolt hole 69 (refer FIG. 7) of the support | pillar member junction part 62 of the 2nd solar cell panel mount 3B is formed in the long hole extended in the east-west direction.
Thereby, even if the position in the east-west direction of the column member 5 with respect to the fixing member 4 changes and the fixing member joint portion 61 and the column member joint portion 62 are displaced in the east-west direction, the first connection bolt hole 67 and the second connection Since the bolt holes 69 overlap in the vertical direction, the connecting bolts 63 can be inserted through the first connecting bolt holes 67 and the second connecting bolt holes 69.
As described above, when the solar cell panel 2 is supported by the plurality of solar cell panel mounts 3, even when the inclination angle is adjusted with reference to one solar cell panel mount 3, the reference solar cell panel mount is provided. The tilt angle can be adjusted by adjusting the solar cell panel mounts 3 other than 3 together.

続いて、第1太陽電池パネル架台3Aおよび第2太陽電池パネル架台3Bの固定部材4に固定部材接合部61を固定するとともに、支柱部材5に支柱部材接合部62を固定する。
なお、高さ調整において、連結用ボルト63に対する支柱部材接合部62の高さを調整して行ってもよい。
Subsequently, the fixing member joining portion 61 is fixed to the fixing member 4 of the first solar cell panel mount 3 </ b> A and the second solar cell panel mount 3 </ b> B, and the support member joining portion 62 is fixed to the support member 5.
The height adjustment may be performed by adjusting the height of the column member joint 62 with respect to the connecting bolt 63.

次に、上述した太陽電池パネル架台3の作用効果について図面を用いて説明する。
本実施形態による太陽電池パネル架台3では、設置面10が傾斜した場合でも、固定部材4と支柱部材5とを接続する角度を調整することにより、太陽電池パネル2を任意の傾斜角度に設置することができる。
、そして、固定部材4の第2ボルト孔44および固定部材接合部61の第4ボルト孔66が、全て同一の高さに位置せず、2つずつ異なる高さに位置していることにより、第2ボルト82は、太陽電池パネル2の荷重や風力などの外力に対して緩みにくく、固定部材接合部61を固定部材4に確実に固定することができる。
また、支柱部材5の第1高さ調整用ボルト孔51および支柱部材接合部62の第2高さ調整用ボルト孔68が、全て同一の高さに位置せず、2つずつ異なる高さに位置していることにより、高さ調整用ボルト83は、太陽電池パネル2の荷重や風力などの外力に対して緩みにくく、支柱部材接合部62を支柱部材5に確実に固定することができる。
Next, the effect of the solar cell panel mount 3 described above will be described with reference to the drawings.
In the solar cell panel mount 3 according to the present embodiment, even when the installation surface 10 is inclined, the solar cell panel 2 is installed at an arbitrary inclination angle by adjusting the angle at which the fixing member 4 and the column member 5 are connected. be able to.
The second bolt hole 44 of the fixing member 4 and the fourth bolt hole 66 of the fixing member joint portion 61 are not all located at the same height, but are located at two different heights. The second bolt 82 is less likely to loosen against an external force such as a load on the solar cell panel 2 or wind force, and can securely fix the fixing member joint 61 to the fixing member 4.
Also, the first height adjusting bolt hole 51 of the column member 5 and the second height adjusting bolt hole 68 of the column member joint 62 are not all located at the same height, but two different heights. By being positioned, the height adjusting bolt 83 is less likely to loosen against an external force such as a load on the solar cell panel 2 or wind force, and the column member joint 62 can be reliably fixed to the column member 5.

以上、本発明による太陽電池パネル架台3および太陽電池装置1の実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上述した実施形態では、各ボルト孔や各ボルトの数や位置が設定されているが、各ボルト孔や各ボルトは、固定部材4や支柱部材5などの大きさや形状に応じて、任意の数や位置に設置されればよい。
また、上述した実施形態では、固定部材4の第2ボルト孔44および固定部材接合部61の第4ボルト孔66が、全て同一の高さに位置せず、2つずつ異なる高さに位置しているが、複数の第2ボルト孔44および第4ボルト孔66は、少なくとも1つ以上が他と異なる高さに位置していればよい。
As mentioned above, although embodiment of the solar cell panel mount 3 and the solar cell apparatus 1 by this invention was described, this invention is not limited to said embodiment, In the range which does not deviate from the meaning, it can change suitably. .
For example, in the above-described embodiment, the number and position of each bolt hole and each bolt are set, but each bolt hole and each bolt can be arbitrarily set according to the size and shape of the fixing member 4 and the column member 5. It should just be installed in the number and position.
In the above-described embodiment, the second bolt holes 44 of the fixing member 4 and the fourth bolt holes 66 of the fixing member joint portion 61 are not all located at the same height, but are located at two different heights. However, at least one of the plurality of second bolt holes 44 and the fourth bolt holes 66 only needs to be located at a different height from the others.

また、上述した実施形態では、支柱部材5の第1高さ調整用ボルト孔51および支柱部材接合部62の第2高さ調整用ボルト孔68が、全て同一の高さに位置せず、2つずつ異なる高さに位置しているが、複数の第1高さ調整用ボルト孔51および第2高さ調整用ボルト孔68は、少なくとも1つ以上が他と異なる高さに位置していればよい。
また、上述した実施形態では、太陽電池装置1は、敷地11に設置されているが、建物の屋根などに設置されていてもよい。
また、上述した実施形態では、角度保持部7を備え、太陽電池パネル2の南北方向の傾斜角度を調整可能に構成されているが、角度保持部7を備えていなくてもよい。
また、上述した実施形態では、太陽電池装置1が設置された状態で設置面10が傾斜したり、沈下したりした場合を想定しているが、太陽電池装置1を設置する際に、設置面10が傾斜していたり、沈下していたりした場合に、太陽電池パネル2の傾斜角度や高さを調整するときに適用してもよい。
In the above-described embodiment, the first height adjusting bolt hole 51 of the column member 5 and the second height adjusting bolt hole 68 of the column member joint 62 are not all located at the same height. Each of the plurality of first height adjusting bolt holes 51 and the second height adjusting bolt holes 68 may be positioned at a different height from the others. That's fine.
Moreover, in embodiment mentioned above, although the solar cell apparatus 1 is installed in the site 11, you may install in the roof etc. of a building.
Moreover, although the angle holding | maintenance part 7 is provided and the inclination angle of the north-south direction of the solar cell panel 2 is adjustable in the embodiment mentioned above, the angle holding | maintenance part 7 does not need to be provided.
Moreover, in embodiment mentioned above, although the case where the installation surface 10 inclines or sinks in the state in which the solar cell apparatus 1 was installed, when installing the solar cell apparatus 1, an installation surface is assumed. You may apply when adjusting the inclination | tilt angle and height of the solar cell panel 2, when 10 inclines or sinks.

1 太陽電池装置
2 太陽電池パネル
3,3A,3B 太陽電池パネル架台
4 固定部材
5 支柱部材
6 接合部材
10 設置面
43 第1ボルト孔(第1締結孔)
44,44A,44B 第2ボルト孔(第2締結孔)
61 固定部材接合部
62 支柱部材接合部
63 連結用ボルト
64 ナット
65 第3ボルト孔(第3締結孔)
66,66A,66B 第4ボルト孔(第4締結孔)
67 第1連結用ボルト孔
68,68A,68B 第2高さ調整用ボルト孔
69 第2連結用ボルト孔
71 係止部
73 被係止部
81 第1ボルト(第1締結具)
82 第2ボルト(第2締結具)
83 高さ調整用ボルト(第3締結具)

DESCRIPTION OF SYMBOLS 1 Solar cell apparatus 2 Solar cell panel 3,3A, 3B Solar cell panel mount 4 Fixing member 5 Support | pillar member 6 Joining member 10 Installation surface 43 1st bolt hole (1st fastening hole)
44, 44A, 44B Second bolt hole (second fastening hole)
61 Fixing member joint 62 Pillar member joint 63 Connecting bolt 64 Nut 65 Third bolt hole (third fastening hole)
66, 66A, 66B Fourth bolt hole (fourth fastening hole)
67 First connecting bolt hole 68, 68A, 68B Second height adjusting bolt hole 69 Second connecting bolt hole 71 Locking portion 73 Locked portion 81 First bolt (first fastener)
82 Second bolt (second fastener)
83 Bolt for height adjustment (3rd fastener)

Claims (5)

設置面に太陽電池パネルを所定の傾斜角度に支持する太陽電池パネル架台であって、
前記設置面に固定される固定部材と、
前記太陽電池パネルを支持する支柱部材と、
前記固定部材と前記支柱部材とを接合する接合部材とを備え、
前記固定部材および前記支柱部材の一方の部材には、第1締結孔と、複数の第2締結孔とが形成され、
前記接合部材には、前記一方の部材と接合されるときに前記第1締結孔と重なる第3締結孔と、前記複数の第2締結孔と重なる複数の第4締結孔とが形成され、
該複数の第4締結孔は、前記第3締結孔を中心とする円弧に沿って伸びる長孔状に形成されるとともに、少なくとも1つ以上が他と異なる高さに位置していて、
重なった前記第1締結孔および前記第3締結孔には第1締結具が挿通され、重なった前記複数の第2締結孔および前記複数の第4締結孔には第2締結具が挿通されて、前記第1締結具および前記第2締結具がそれぞれ締結されることで前記接合部材と前記一方の部材とが接合され
前記接合部材は、前記固定部材と前記支柱部材との接合高さを調整可能であることを特徴とする太陽電池パネル架台。
A solar cell panel mount that supports the solar cell panel at a predetermined inclination angle on the installation surface,
A fixing member fixed to the installation surface;
A support member that supports the solar cell panel;
A joining member for joining the fixing member and the support member;
A first fastening hole and a plurality of second fastening holes are formed in one member of the fixing member and the support member,
The joining member is formed with a third fastening hole that overlaps the first fastening hole when joined to the one member, and a plurality of fourth fastening holes that overlap the plurality of second fastening holes ,
The plurality of fourth fastening holes are formed in a long hole shape extending along an arc centered on the third fastening hole, and at least one or more fourth fastening holes are positioned at different heights from the other.
A first fastener is inserted through the overlapped first fastening hole and the third fastening hole, and a second fastener is inserted through the overlapped second fastening holes and the plurality of fourth fastening holes. The first member and the second fastener are respectively fastened to join the joining member and the one member ,
The solar cell panel mount , wherein the joining member is capable of adjusting a joining height between the fixing member and the support member .
前記接合部材は、前記固定部材に固定される固定部材接合部と、前記支柱部材に固定される支柱部材接合部と、前記固定部材接合部と前記支柱部材接合部とを連結する第3締結具とを備え、該第3締結具は、前記固定部材接合部と前記支柱部材接合部との高さ方向の間隔を調整可能であることを特徴とする請求項1に記載の太陽電池パネル架台。   The joining member includes a fixing member joining portion fixed to the fixing member, a supporting member joining portion fixed to the supporting member, and a third fastener for connecting the fixing member joining portion and the supporting member joining portion. The solar cell panel mount according to claim 1, wherein the third fastener is capable of adjusting an interval in a height direction between the fixing member joint and the support member joint. 前記接合部材は、前記固定部材に固定される固定部材接合部と、前記支柱部材に固定される支柱部材接合部と、前記固定部材接合部と前記支柱部材接合部とを連結する第3締結具とを備え、前記支柱部材接合部は、前記支柱部材に固定される位置を高さ方向に変更可能に構成されていることを特徴とする請求項1または2に記載の太陽電池パネル架台。   The joining member includes a fixing member joining portion fixed to the fixing member, a supporting member joining portion fixed to the supporting member, and a third fastener for connecting the fixing member joining portion and the supporting member joining portion. The solar cell panel mount according to claim 1, wherein the support member joining portion is configured so that a position fixed to the support member can be changed in a height direction. 前記支柱部材は、前記太陽電池パネルを回動可能に支持するとともに、該太陽電池パネルを回動方向の所定の角度において係止可能な係止部を備えていることを特徴とする請求項1乃至3のいずれか1項に記載の太陽電池パネル架台。   2. The support member includes a locking portion that rotatably supports the solar cell panel and that can lock the solar cell panel at a predetermined angle in a rotating direction. The solar cell panel mount of any one of thru | or 3. 請求項1乃至4のいずれか1項に記載の太陽電池パネル架台に太陽電池パネルが固定されていることを特徴とする太陽電池装置。

A solar cell apparatus, wherein a solar cell panel is fixed to the solar cell panel mount according to any one of claims 1 to 4.

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