JP6442739B2 - Support assembly for solar panels - Google Patents
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- JP6442739B2 JP6442739B2 JP2014236673A JP2014236673A JP6442739B2 JP 6442739 B2 JP6442739 B2 JP 6442739B2 JP 2014236673 A JP2014236673 A JP 2014236673A JP 2014236673 A JP2014236673 A JP 2014236673A JP 6442739 B2 JP6442739 B2 JP 6442739B2
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description
本発明は、太陽光パネル用の支持組立体、とりわけFRP製板部材の廃材を用いた低コストで施工容易な構造の太陽光パネル用の支持組立体に関する。 The present invention relates to a support assembly for a solar panel, and more particularly, to a support assembly for a solar panel having a structure that is easy to construct at low cost using waste material of FRP plate members.
一般に、太陽光の光エネルギーを用いて電気を発生させる太陽光パネルが用いられている。また、近年は再生可能エネルギーへの関心が高まり、広大な土地に複数の太陽光パネルを発電効率等に好適な角度に傾斜させて設置する、メガソーラーやソーラーファームといった太陽光発電所が増加している。 In general, a solar panel that generates electricity using light energy of sunlight is used. In recent years, interest in renewable energy has increased, and there has been an increase in the number of solar power plants such as mega solar and solar farms that install multiple solar panels at a suitable angle for power generation efficiency, etc., on a vast land. ing.
このような太陽光パネル用の架台としては、地面等に敷設されたコンクリート基礎上に構築されるもの、あるいは地面等に打ち込まれた支柱上に構築されるもの等がある。この基礎や支柱は、太陽光パネルが風を受けたときに揚力等が生じた場合や、地震等による振動を受けた場合にも、太陽光パネルを支持する架台を設置面に固定するために必要とされる。 Examples of such a solar panel pedestal include those constructed on a concrete foundation laid on the ground or the like, and those constructed on a pillar driven into the ground or the like. These foundations and pillars are used to fix the stand that supports the solar panel to the installation surface even when lift occurs when the solar panel receives wind or when it receives vibration due to an earthquake, etc. Needed.
前者の例として、例えば、特許文献1に開示されているものがある。この太陽電池取付架台装置は、主に型鋼で構成されるものであり、脚支柱と、コンクリート基礎とを基礎ボルトにより固定することが可能となるものの、予めコンクリート基礎に基礎ボルトを芯出しして固定し、太陽電池取付架台装置の脚支柱に取付けられた底板材の取付け穴に上記基礎ボルトを通し、締付ナットで固定する必要がある。このため、太陽電池取付架台装置の固定が煩雑になってしまうという問題が残る。 As an example of the former, there is one disclosed in Patent Document 1, for example. This solar cell mounting base device is mainly composed of mold steel, and it is possible to fix the leg strut and the concrete foundation with the foundation bolt, but the foundation bolt is centered on the concrete foundation beforehand. It is necessary to pass the foundation bolt through the mounting hole of the bottom plate material fixed to the leg column of the solar cell mounting gantry and fix it with a tightening nut. For this reason, the problem that fixation of a solar cell mounting base apparatus will become complicated.
また、一般に型鋼は価格が高いため、材料コストが高くなってしまう。加えて、重量も大きいため、運搬コストが高くなり、作業性も低下してしまう。さらには、型鋼を溶接等によって組立てる必要があるため施工時間が長くなり、それに伴って施工コストも高くなるという問題もある。 In general, since the shape steel is expensive, the material cost is increased. In addition, since the weight is large, the transportation cost is increased and the workability is also lowered. Furthermore, since it is necessary to assemble the mold steel by welding or the like, there is a problem that the construction time becomes long and the construction cost increases accordingly.
後者の例として、例えば、特許文献2に開示されているものがある。この架台は、枠部と斜材とで立体トラスを構成するものであり、斜材と基礎とにより風による基礎の引き抜き力に抵抗可能となるものの、予め設置面に杭を打設し、その杭で基礎を支持する杭基礎を必要とする構成のため、架台の固定に基礎工を必要とし、さらに基礎工と架台との固定にアンカーやターンバックル等の固定部材を必要とするため、施工コストが高くなる。また、地面以外、例えば建物の屋上等に設置することが困難という問題が残る。 An example of the latter is disclosed in Patent Document 2, for example. This frame constitutes a three-dimensional truss with a frame part and diagonal material, and it can resist the pulling force of the foundation by wind with the diagonal material and foundation, but a pile is placed in advance on the installation surface, The construction requires a pile foundation that supports the foundation with piles, so a foundation work is required to fix the base, and a fixing member such as an anchor or turnbuckle is required to fix the foundation and the base. Cost increases. Moreover, the problem that it is difficult to install on the rooftop of a building other than the ground, for example, remains.
また、杭基礎の代わりにプレキャストコンクリート部材を地面に設置することも可能とされているものの、一般に、プレキャストコンクリート部材の内部には、その引張り強度を向上するため鉄筋材が配される。このため、基礎工となるプレキャストコンクリート部材のコストが増大したり、重量が増大して施工コストや運搬コストが増大してしまうという問題がある。 Moreover, although it is also possible to install a precast concrete member on the ground instead of a pile foundation, in general, a reinforcing bar material is arranged inside the precast concrete member in order to improve its tensile strength. For this reason, there exists a problem that the cost of the precast concrete member used as a foundation work increases, or weight increases and construction cost and conveyance cost will increase.
本発明は、上記課題に鑑み創作されたものであり、設置面への固定を容易かつ強固に行うことができ、軽量かつ低コストで施工も容易な太陽光パネル用の支持組立体の提供を目的とする。 The present invention was created in view of the above problems, and provides a support assembly for a solar panel that can be easily and firmly fixed to an installation surface, is lightweight, low-cost and easy to construct. Objective.
本発明は、ガラス繊維材料で構成され、格子形状に区画された略矩形の板部材から所望形状を切り出した後の複数の廃材料を用いた太陽光パネル用の支持組立体を提供する。この支持組立体は、前記廃材料の一つの格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものであり、
少なくとも前記角棒部材は、
太陽光パネルの設置状態における幅方向に少なくとも2本互いに離間して配設されて前記支持組立体の土台を構成する基礎梁部材と、
少なくとも前記基礎梁部材の後端近傍に連結され、鉛直方向に延びて太陽光パネルを高さ方向に持ち上げる長脚部材と、
前記脚部材の間隔を決定し前記長脚部材同士を幅方向に固定する少なくとも1本の補強部材と、
を備え、
少なくとも前記基礎梁部材の鉛直下方の一部が、コンクリートに埋設されて設置面に固着される。
The present invention provides a support assembly for a solar panel using a plurality of waste materials after cutting out a desired shape from a substantially rectangular plate member made of a glass fiber material and partitioned in a lattice shape. This support assembly is configured by connecting a plurality of square bar members cut out along each side of one lattice shape of the waste material,
At least the square bar member is
A foundation beam member which is disposed at least two apart in the width direction in the installed state of the solar panel and constitutes the base of the support assembly;
A long leg member connected at least in the vicinity of the rear end of the foundation beam member and extending in the vertical direction to lift the solar panel in the height direction;
At least one reinforcing member that determines an interval between the leg members and fixes the long leg members in the width direction; and
With
At least a portion of the foundation beam member vertically below is buried in concrete and fixed to the installation surface.
詳しくは後述するが、上記の構成とすることにより、ガラス繊維材料で構成されたグレーチング材の廃材を利用して、軽量かつ低コストで上記支持組立体を構成することができる。また、その支持組立体の土台となる上記基礎梁部材をコンクリートに埋設することで、ガラス繊維材料で形成されたグレーチング材が、従来必要とされた鉄筋材の代わりとなり、基礎工の強度の向上が可能となる。結果、上記支持組立体を容易かつ強固に設置面へ固着することができ、太陽光パネルが受ける風による基礎梁部材の引き抜き力に耐えることを達成し得る。 Although described later in detail, the support assembly can be configured at a low weight and at low cost by using the waste material of the grating material made of the glass fiber material. In addition, by embedding the foundation beam member, which is the foundation of the support assembly, in the concrete, the grating material made of glass fiber material replaces the conventionally required reinforcing steel material and improves the strength of the foundation work. Is possible. As a result, the support assembly can be easily and firmly fixed to the installation surface, and it is possible to withstand the pulling force of the foundation beam member caused by the wind received by the solar panel.
また、前記補強部材は、前記長脚部材それぞれの間に少なくとも1本、該長脚部材の幅方向に連結されて互いに位置決めする横梁部材それぞれの間に少なくとも1本、又は前記長脚部材と前記横梁部材との間に少なくとも2本、のいずれかの状態で斜め方向に配設される。 Further, the reinforcing member is at least one between the long leg members, at least one between the cross beam members connected in the width direction of the long leg members and positioned relative to each other, or the long leg member and the Between the cross beam members, at least two are arranged in an oblique direction.
詳しくは後述するが、上記の構成によれば、低コストで軽量な上記長脚部材と、補強部材と、横梁部材とにより上記支持組立体のコストや重量の増大を抑制しながら、強度を十分に確保することが可能となる。 As will be described in detail later, according to the above-described configuration, the long leg member, the reinforcing member, and the cross beam member that are low-cost and lightweight are used to sufficiently increase the strength while suppressing an increase in cost and weight of the support assembly. Can be secured.
また、前記角棒部材に形成された格子形状の区画は、抜き勾配を有する側壁で形成された矩形穴部であり、その矩形穴部を用いて前記角棒部材同士の連結が行われる。具体的には、
前記矩形穴部の開口面積の大きい面側からそれぞれの前記角棒部材の前記矩形穴部へ、貫通穴を有する係止部材を嵌入し、
前記角棒部材を前記矩形穴部の開口面積の小さい面同士が対向するように配設し、
それぞれの角棒部材に配設される前記係止部材を、それぞれの貫通穴を介してボルト・ナット締結されることにより前記角棒部材同士が連結される。
Moreover, the grid | lattice-shaped division formed in the said square-bar member is a rectangular hole formed by the side wall which has a draft, and the said square-bar members are connected using the rectangular hole. In particular,
A locking member having a through hole is inserted into the rectangular hole portion of each of the square bar members from the surface side where the opening area of the rectangular hole portion is large,
The square bar member is disposed so that the surfaces having a small opening area of the rectangular hole portion face each other,
The square bar members are connected to each other by fastening bolts and nuts through the through holes to the locking members disposed on the square bar members.
詳しくは後述するが、上記の構成とすることにより、ボルトと、ナットとを係止部材を介して締め合わせるのみの簡易な作業で、上記角棒部材同士を強固に連結することができ、結果、上記支持組立体の施工を容易に行うことができる。 As will be described in detail later, the above-described configuration allows the above-mentioned square bar members to be firmly connected to each other with a simple operation of merely fastening bolts and nuts via locking members. The construction of the support assembly can be easily performed.
また、前記係止部材を用いた角棒部材同士の連結を、少なくとも角棒部材の2箇所の区画で行うことにより、前記角棒部材同士を略直角に連結可能である。 Moreover, the square bar members can be connected to each other at a substantially right angle by connecting the square bar members using the locking member in at least two sections of the square bar member.
詳しくは後述するが、上記の構成によれば、先述した連結構造で2点を固定するのみの簡易な作業で上記角棒部材同士を容易に略直角に連結することができる。結果、太陽光パネルを所定の角度に支持する上記支持組立体を容易に組立てることが可能となる。 Although details will be described later, according to the above-described configuration, the square bar members can be easily connected to each other at a substantially right angle by a simple operation of fixing two points with the above-described connection structure. As a result, the support assembly that supports the solar panel at a predetermined angle can be easily assembled.
尚、この太陽光パネル用の支持組立体は、前記太陽光パネル用の支持組立体は、前記基礎梁部材の前端近傍に連結され、鉛直方向に延びて太陽光パネルを高さ方向に持ち上げる、前記長脚部材よりも短い短脚部材を備えることが望ましい。 The solar panel support assembly is connected to the vicinity of the front end of the foundation beam member and extends in the vertical direction to lift the solar panel in the height direction. It is desirable to provide a short leg member shorter than the long leg member.
詳しくは後述するが、この短脚部材を備えることにより、太陽光パネルを容易に所定の角度で配設することができる。 As will be described in detail later, by providing this short leg member, the solar panel can be easily disposed at a predetermined angle.
また、この支持組立体は、前記長脚部材の上端近傍から前記短脚部材の上端近傍に架け渡されて、太陽光パネルの傾斜方向に沿って幅方向に互いに離間して配設され、該太陽光パネルの底面を支持する架台部材を備えることが望ましい。 Further, the support assembly is spanned from the vicinity of the upper end of the long leg member to the vicinity of the upper end of the short leg member, and is spaced apart from each other in the width direction along the inclination direction of the solar panel. It is desirable to provide a gantry member that supports the bottom surface of the solar panel.
詳しくは後述するが、この架台部材を備えることにより、太陽光パネルと、上記支持組立体とを確実に連結し、太陽光パネルをより容易に所定の角度で配設することが可能となる。 Although described later in detail, by providing this gantry member, it is possible to reliably connect the solar panel and the support assembly, and to more easily dispose the solar panel at a predetermined angle.
尚、前記架台部材は、太陽光パネルと対向する面に、前記廃材料の一つの格子形状の一辺から延びて突出し、太陽光パネルを仮止めする仮保持突起を有することが好ましい。 In addition, it is preferable that the said base member has the temporary holding protrusion which protrudes and extends from one side of one lattice shape of the said waste material on the surface facing a solar panel, and temporarily fixes a solar panel.
後に詳述するが、架台部材にこの仮保持突起を有することにより、予め傾斜して上記架台部材に配設された上記架台部材に太陽光パネルを一時的に保持させ、その後、固定することができる。結果、作業者一人で太陽光パネルを架台部材に固定することが可能となる。 As will be described in detail later, by having this temporary holding projection on the gantry member, the solar panel can be temporarily held on the gantry member that is inclined in advance and disposed on the gantry member, and then fixed. it can. As a result, it becomes possible for one operator to fix the solar panel to the gantry member.
また、前記太陽光パネル用の支持組立体は、前記廃材料の矩形形状に隣接する少なくとも二つの格子形状の外周の、少なくとも三辺で形成される略矩形形状と、前記略矩形形状を構成する二辺から両外側に延びて突出する略平面形状と、で構成された略凸形状のパネル固定部材を備え、該パネル固定部材を前記架台部材の側面に固定することにより、太陽光パネル同士の傾斜方向の間隔が決定され、該太陽光パネルを前記架台部材に固定可能であることが好ましい。 The support assembly for the solar panel constitutes a substantially rectangular shape formed of at least three sides of at least two lattice-shaped outer peripheries adjacent to the rectangular shape of the waste material, and the substantially rectangular shape. A substantially flat panel-shaped fixing member composed of a substantially planar shape extending from both sides and projecting from both sides, and by fixing the panel fixing member to the side surface of the gantry member, It is preferable that an interval in the inclination direction is determined and the solar panel can be fixed to the gantry member.
後に詳述するが、このパネル固定部材を用いることにより、上記仮保持突起で保持させた太陽光パネルを、容易かつ確実に上記架台部材に固定することが可能となる。また、太陽光パネルを上記架台部材に固定する際の、太陽光パネルの配置の自由度を向上することができる。 As will be described in detail later, by using this panel fixing member, it is possible to easily and reliably fix the solar panel held by the temporary holding protrusion to the gantry member. Moreover, the freedom degree of arrangement | positioning of a solar panel at the time of fixing a solar panel to the said base member can be improved.
また、この太陽光パネル用の支持組立体は、前記廃材料の一つの格子形状の三辺で形成される略コの字形状と、前記略コの字形状を構成する二辺から両外側に延びて突出する略平板形状と、で構成された略凸形状のパネル押え部材を備え、該パネル押え部材を前記架台部材の上面に固定することにより、太陽光パネル同士の傾斜方向の間隔が決定され、該太陽光パネルを前記架台部材に固定することも可能である。 Further, the support assembly for the solar panel has a substantially U-shape formed by three lattice-shaped sides of the waste material and two sides constituting the substantially U-shape from both sides. A substantially flat panel pressing member configured to extend and project, and fixing the panel pressing member to the upper surface of the gantry member, thereby determining the interval in the inclination direction between the solar panels. The solar panel can be fixed to the gantry member.
後に詳述するが、このパネル押え部材を用いることにより、太陽光パネルを上記架台部材に固定する場合に、太陽光パネルの配置を自由度もたせて決定することができる。 As will be described in detail later, by using the panel pressing member, when the solar panel is fixed to the gantry member, the arrangement of the solar panel can be determined with a degree of freedom.
また、この太陽光パネル用の支持組立体では、前記角棒部材からなる前記補強部材と、前記横梁部材、及び/又は前記長脚部材とは、貫通穴を有する補強部材取付け板を用い、
前記補強部材取付け板の貫通部と、
前記角棒部材の前記矩形穴部に嵌入された前記係止部材が有する貫通穴と、を介してボルト・ナット締結されることにより前記補強部材と前記横梁部材、及び/又は前記長脚部材とが連結可能であることが好ましい。
Further, in this solar panel support assembly, the reinforcing member made of the square bar member, the cross beam member, and / or the long leg member use a reinforcing member mounting plate having a through hole,
A penetrating portion of the reinforcing member mounting plate;
The bolts and nuts are fastened with bolts and nuts through the through holes of the locking members fitted into the rectangular hole portions of the square bar members, and the reinforcing members, the cross beam members, and / or the long leg members Are preferably connectable.
後に詳述するが、上記補強部材取付け板を用いて、上記補強部材と上記横梁部材との連結や、上記補強部材と上記長脚部材との連結を行うことにより、上記補強部材の位置決めが容易となり、上記支持組立体の組立てを短時間で行うことができる。 As will be described in detail later, positioning of the reinforcing member is facilitated by connecting the reinforcing member and the cross beam member or connecting the reinforcing member and the long leg member using the reinforcing member mounting plate. Thus, the assembly of the support assembly can be performed in a short time.
また、本発明の太陽光パネル用の支持組立体は、ガラス繊維材料で構成され、格子形状に区画された略矩形の板部材から所望形状を切り出した後の複数の廃材料を用いた太陽光パネル用の支持組立体であって、
該支持組立体は、前記廃材料の一つの格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものであり、
設置状態において、太陽光パネルは、前後方向に傾斜して配設され、
太陽光パネルの前方又は後方をそれぞれ高さ方向に担持し、前記角棒部材により構成される前方支持部材と後方支持部材とを幅方向に離間して備え、
さらに、前記前方支持部材及び後方支持部材の下部が、それぞれ独立基礎又は杭基礎に連結されて設置面に固着されるようにしても良い。
Moreover, the support assembly for solar panels of this invention is the sunlight using several waste materials after cutting out desired shape from the substantially rectangular board member comprised by the glass fiber material and divided by the grid | lattice shape. A support assembly for a panel,
The support assembly is configured by connecting a plurality of square bar members cut out along each side of one lattice shape of the waste material,
In the installed state, the solar panels are arranged inclined in the front-rear direction,
The front or back of the solar panel is carried in the height direction, and the front support member and the rear support member configured by the square bar members are provided separately in the width direction,
Furthermore, the lower portions of the front support member and the rear support member may be connected to an independent foundation or a pile foundation and fixed to the installation surface.
詳しくは後述するが、上記の構成により、設置面の地耐力が弱い場合も太陽光パネルを安定させて設置することが可能としながら、太陽光パネルの設置高さや傾斜角度を、積雪量等に応じて設定する際の自由度を容易に向上できる。また、上記係止部材を用いることで、支持組立体と、独立基礎又は杭基礎との連結も容易に行うことが可能となる。 Although the details will be described later, the above configuration makes it possible to stably install the solar panel even when the ground strength of the installation surface is weak. Accordingly, the degree of freedom in setting can be easily improved. Moreover, it becomes possible by using the said locking member to also connect a support assembly and an independent foundation or a pile foundation easily.
本発明の太陽光パネル用の支持組立体によれば、従来は廃棄されていた軽量かつ高強度なガラス繊維材料の廃材を利用することで、資源を有効活用しながら、低コストで軽量、かつ高強度で、施工も容易な支持組立体を提供できる。また、上記基礎梁部材をコンクリートに埋設することで、鉄筋材を用いることなく基礎工の強度を向上でき、結果、上記支持組立体を設置面に容易かつ強固に、設置面に固着することが可能となる。 According to the support assembly for a solar panel of the present invention, by using the waste material of the lightweight and high-strength glass fiber material that has been discarded in the past, it is lightweight at low cost while effectively utilizing resources, and A high-strength and easy-to-install support assembly can be provided. Moreover, by burying the foundation beam member in concrete, the strength of the foundation work can be improved without using reinforcing bars, and as a result, the support assembly can be easily and firmly fixed to the installation surface. It becomes possible.
また、軽量かつ高強度なガラス繊維材料の廃材を利用して、太陽光パネルの設置高さや傾斜角度等の設定を容易に行うことができる。結果、地耐力や積雪量等の設置環境に応じて、最適な構成の太陽光パネル用の支持組立体を低コストで提供することができる。 Moreover, it is possible to easily set the installation height, the inclination angle, etc. of the solar panel by using a lightweight and high-strength glass fiber material waste. As a result, it is possible to provide a support assembly for a solar panel having an optimal configuration at a low cost in accordance with the installation environment such as the earth strength and the amount of snow.
《太陽光パネル用の支持組立体の構成》
本発明の太陽光パネル用の支持組立体の構成について、本発明の一実施形態に係る太陽光パネル用の支持組立体の略示図であり、(a)は太陽光パネルを3段3列に配設する支持組立体の側面視図であり、(b)はその後面視図である図1、本発明の一実施形態に係る太陽光パネル用の支持組立体に用いられる角棒部材の元となる、ガラス繊維材料で構成されたグレーチング材の一例を示す略示図であり、(a)は全体の正面図であり、(b)は上記グレーチング材が有する格子形状の区画の拡大図である図5、及び本発明の一実施形態に係る太陽光パネル用の支持組立体、及び一般の構造体に用いられる基礎工の種類を例示する略図であり、それぞれ(a)は布基礎、(b)は独立基礎、(c)はベタ基礎、(d)は杭基礎の上部に(a)の布基礎や(c)のベタ基礎を配設する場合を例示する概略図である図7を参照しながら詳細に説明する。
尚、図中で2桁が同一な番号は、同種の部材を示している。
<< Configuration of support assembly for solar panel >>
BRIEF DESCRIPTION OF THE DRAWINGS About the structure of the support assembly for solar panels of this invention, it is a schematic diagram of the support assembly for solar panels which concerns on one Embodiment of this invention, (a) is a solar panel 3 steps | paragraphs 3 rows FIG. 1 is a side view of the support assembly disposed in FIG. 1, and FIG. 1 is a rear view of the support assembly for a solar panel according to one embodiment of the present invention. It is the schematic which shows an example of the grating material comprised by the glass fiber material used as the origin, (a) is the whole front view, (b) is an enlarged view of the grid | lattice-shaped division which the said grating material has 5 is a schematic diagram illustrating the support assembly for solar panels according to one embodiment of the present invention, and the types of foundation works used in general structures, each of which (a) is a fabric foundation, (B) is an independent foundation, (c) is a solid foundation, (d) is above the pile foundation (a) With reference to FIG. 7 is a schematic diagram illustrating a case of disposing a solid foundation fabric underlying and (c) will be described in detail.
In the figure, the numbers having the same two digits indicate members of the same type.
図1に示す本発明の太陽光パネル用の支持組立体70は、図5(a)に例示する、ガラス繊維材料で形成され、格子形状に区画された略矩形の板部材60(以下、「FRP製グレーチング材」とも称する)から、所望形状、例えば階段のステップや、橋梁のデッキ等を切り出した後の廃材料を用いて構成される。図5(a)及び(b)に示すFRP製グレーチング材の寸法は、一例として長辺が概ね3メートル、短辺が概ね1メートル、厚さが概ね4センチメートルである。 A support assembly 70 for a solar panel of the present invention shown in FIG. 1 is a substantially rectangular plate member 60 (hereinafter referred to as “a”) formed of a glass fiber material and partitioned in a lattice shape, as illustrated in FIG. From a desired shape, for example, a step of a staircase or a waste deck after cutting out a deck of a bridge. As an example, the dimensions of the FRP grating material shown in FIGS. 5A and 5B are approximately 3 meters for the long side, approximately 1 meter for the short side, and approximately 4 centimeters for the thickness.
図1に示す支持組立体70は、上記FRP製グレーチング材60の廃材料を、格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものである。この支持組立体70は少なくとも、上記角棒部材が太陽光パネル50の設置状態における幅方向に少なくとも2本互いに離れて略平行に配設され、支持組立体70の土台を構成する基礎梁部材10と、少なくとも基礎梁部材10の支持組立体70の組立て状態における後端近傍に各々連結され、鉛直に上方向に延びて太陽光パネル50を高さ方向に持ち上げる長脚部材12と、長脚部材12の間隔を決定し長脚部材12同士を幅方向に固定する少なくとも1本の補強部材20と、を備える。 A support assembly 70 shown in FIG. 1 is configured by connecting a plurality of square bar members obtained by cutting the waste material of the FRP grating material 60 along each side of the lattice shape. In the support assembly 70, at least two of the square bar members are arranged in parallel and spaced apart from each other in the width direction in the installed state of the solar panel 50, and the base beam member 10 constituting the base of the support assembly 70. A long leg member 12 that is connected at least in the vicinity of the rear end of the support assembly 70 of the foundation beam member 10 in an assembled state and extends vertically upward to lift the solar panel 50 in the height direction; And 12 at least one reinforcing member 20 that fixes the long leg members 12 in the width direction.
図5に示すFRP製グレーチング材60の廃材料からなる角棒部材を用いることにより、従来は廃棄されていたFRP製グレーチング材60の端材を有効に活用して、低コストで軽量、かつ強度の高い支持組立体70を構成することが可能となる。また、FRP製グレーチング材60は、その重量が概ね鉄の1/5程度と軽量であるため、運搬コストが低減され、また、組立て作業を効率化することができ、結果、施工コストをも低減することが可能となる。 By using the square bar member made of the waste material of the FRP grating material 60 shown in FIG. 5, the end material of the FRP grating material 60 that has been discarded in the past is effectively used, and the cost is low and the weight is low. Thus, it is possible to configure the support assembly 70 having a high height. In addition, the FRP grating material 60 is approximately 1/5 the weight of iron, so the transportation cost is reduced, the assembly work can be made more efficient, and the construction cost is also reduced. It becomes possible to do.
また、この支持組立体70は、少なくとも基礎梁部材10の鉛直下方の一部が、コンクリートに埋設されて基礎工40を形成し、支持組立体70が基礎工40を介して設置面30、例えば地面や建物の屋上等に固着される。 Further, in this support assembly 70, at least a part of the foundation beam member 10 in the vertically lower part is embedded in concrete to form a foundation work 40, and the support assembly 70 is installed on the installation surface 30, for example, via the foundation work 40. It is fixed to the ground or the rooftop of a building.
一般に、コンクリートは高い圧縮強度を有するが、引張り強度は極めて低いことが知られている。このため、従来の太陽光パネル用の支持組立体では、内部に引張り強度の高い鉄筋を配した鉄筋コンクリート製の基礎工や、金属製の基礎杭等を必要とした。 In general, it is known that concrete has a high compressive strength but has a very low tensile strength. For this reason, in the conventional support assembly for solar panels, the foundation work made from a reinforced concrete which arranged the reinforcing bar with high tensile strength inside, a metal foundation pile, etc. were required.
本発明の支持組立体70では、図1(a)に示すように、引張り強度の高いFRP製グレーチング材60の廃材料で形成された基礎梁部材10の、少なくとも鉛直下方の一部をコンクリートに埋設して基礎工40が形成される。この基礎梁部材10が、支持組立体70の土台となるとともに、鉄筋の代用となって基礎工40の強度を向上させる。 In the support assembly 70 of the present invention, as shown in FIG. 1 (a), at least a part of the foundation beam member 10 formed of the waste material of the FRP grating material 60 having a high tensile strength is at least vertically below the concrete. The foundation work 40 is formed by embedding. The foundation beam member 10 serves as a foundation for the support assembly 70 and serves as a substitute for reinforcing bars to improve the strength of the foundation work 40.
詳述すると、図5(a)、及び(b)に示すように、FRP製グレーチング材60は、多数の略矩形の貫通穴Shを有する。このため、基礎梁部材10をコンクリートに埋設すると、コンクリートがこの略矩形の貫通穴Shに入り込み、固化する。結果、FRP製グレーチング材60の廃材料からなる基礎梁部材10が鉄筋の代わりとなり、鉄筋を用いることなく引張り、及び圧縮強度の高い基礎工40が形成され、支持組立体70を設置面30へ容易かつ強固に固着することが可能となる。 More specifically, as shown in FIGS. 5A and 5B, the FRP grating material 60 has a large number of substantially rectangular through holes Sh. For this reason, when the foundation beam member 10 is embedded in concrete, the concrete enters the substantially rectangular through hole Sh and solidifies. As a result, the foundation beam member 10 made of the waste material of the FRP grating material 60 replaces the reinforcing bar, and the foundation work 40 having high tensile and compressive strength is formed without using the reinforcing bar, and the support assembly 70 is moved to the installation surface 30. It can be easily and firmly fixed.
尚、図1(a)では、基礎梁部材10の鉛直下方の一部をコンクリートに埋設して基礎工40を形成することとしたが、後に詳述する本発明の別の実施形態に係る太陽光パネル用の支持組立体170の略示図である図6(a)及び(b)に示すように、基礎梁部材10の全体をコンクリートに埋設して、基礎工40を形成しても良い。また、横梁部材15をもコンクリートに埋設して、基礎工40を形成することも可能である。 In FIG. 1 (a), the foundation beam 40 is formed by burying part of the foundation beam member 10 below the concrete in concrete. However, the sun according to another embodiment of the present invention to be described in detail later. As shown in FIGS. 6A and 6B which are schematic views of the support assembly 170 for the optical panel, the entire foundation beam member 10 may be embedded in concrete to form the foundation work 40. . It is also possible to form the foundation work 40 by embedding the cross beam member 15 in the concrete.
また、図1(a)では、設置面30の上に、基礎梁部材10がコンクリートに埋設されて、図7(a)に示すような布基礎140を基礎工40とすることとしたが、支持組立体70の固定構造はこれに限定されるものではない。 Further, in FIG. 1A, the foundation beam member 10 is embedded in the concrete on the installation surface 30, and the cloth foundation 140 as shown in FIG. The fixing structure of the support assembly 70 is not limited to this.
例えば、図7(b)に示すように、図示しない支持組立体(図1(a)に70として示す)が備える長脚部材12や、後述する短脚部材14(図7(b)にはその一部のみを記載している)が連結される図示しない基礎梁部材や横梁部材(図1(a)にそれぞれ10、15として示す)の、長脚部材12や短脚部材14の近傍の一部等を、この脚部材12や14とともにコンクリートに埋設して、独立基礎240を適宜形成し、設置面30に固着することも可能である。 For example, as shown in FIG. 7B, a long leg member 12 provided in a support assembly (not shown) (shown as 70 in FIG. 1A) or a short leg member 14 (described later) (shown in FIG. 7B). In the vicinity of the long leg member 12 and the short leg member 14 of a base beam member and a cross beam member (not shown) which are connected to each other (only part of which is shown) (shown as 10 and 15 respectively in FIG. 1A). It is also possible to embed a part or the like in the concrete together with the leg members 12 and 14 to appropriately form the independent foundation 240 and to fix it to the installation surface 30.
或いは、図7(c)に示すように、図示しない基礎梁部材や、横梁部材(図1にそれぞれ10、15として示す)をコンクリートに埋設して、ベタ基礎340を構成しても良い。また、図7(d)に示すように、設置面30に杭基礎440を打ち込んで、その上部に、上述した布基礎140、独立基礎240やベタ基礎340を形成することも可能である。これら基礎工40の種類は、設置面30の状態、例えば地耐力等の地盤の強さや、上記太陽光パネル50の配置環境、例えば風の強さ等を考慮して適宜選択すれば良い。 Alternatively, as shown in FIG. 7C, a solid foundation 340 may be configured by embedding a foundation beam member (not shown) or a transverse beam member (shown as 10 and 15 respectively in FIG. 1) in concrete. Moreover, as shown in FIG.7 (d), it is also possible to drive the pile foundation 440 into the installation surface 30, and to form the fabric foundation 140, the independent foundation 240, and the solid foundation 340 which were mentioned above in the upper part. The types of the foundation works 40 may be appropriately selected in consideration of the state of the installation surface 30, for example, the strength of the ground such as the earth strength, and the arrangement environment of the solar panel 50, for example, the strength of the wind.
上記により、支持組立体70を一層強固に設置面30に固着することができ、太陽光パネル50が風を受けた場合に生じる揚力、地震等による振動に耐え得るように、支持組立体70と、設置面30との連結を強化できる。結果、太陽光パネル50を、支持組立体70を介して、設置面30に一層強固に固着することを達成し得る。 As described above, the support assembly 70 can be firmly fixed to the installation surface 30, and the support assembly 70 and the solar panel 50 can withstand vibrations caused by lift, earthquakes, and the like generated when the solar panel 50 receives wind. The connection with the installation surface 30 can be strengthened. As a result, the solar panel 50 can be more firmly fixed to the installation surface 30 via the support assembly 70.
このとき、図7(d)に例示するように、基礎工40(布基礎140、独立基礎240、ベタ基礎340)を、設置面30、例えば地面に埋設し、支持組立体70が設置された状態での外観を向上させることも可能である。 At this time, as illustrated in FIG. 7D, the foundation work 40 (cloth foundation 140, independent foundation 240, solid foundation 340) was embedded in the installation surface 30, for example, the ground, and the support assembly 70 was installed. It is also possible to improve the appearance in the state.
尚、本発明の支持組立体70は、図1(a)及び(b)に示すように、基礎梁部材10の前端近傍に連結され、鉛直方向に延びて太陽光パネル50を高さ方向に持ち上げる、長脚部材12よりも短い短脚部材14を備えることが望ましい。 As shown in FIGS. 1A and 1B, the support assembly 70 of the present invention is connected to the vicinity of the front end of the foundation beam member 10 and extends in the vertical direction to extend the solar panel 50 in the height direction. It is desirable to provide a short leg member 14 that is shorter than the long leg member 12 for lifting.
また、この支持組立体70は、長脚部材12の上端近傍から短脚部材14の上端近傍に架け渡されて、太陽光パネル50の傾斜方向に沿って幅方向に互いに離間して配設され、太陽光パネル50の底面を支持する架台部材17を備えることが望ましい。 The support assembly 70 is extended from the vicinity of the upper end of the long leg member 12 to the vicinity of the upper end of the short leg member 14, and is spaced apart from each other in the width direction along the inclination direction of the solar panel 50. It is desirable to provide the gantry member 17 that supports the bottom surface of the solar panel 50.
この短脚部材14や、架台部材17を備えることで、太陽光パネル50を所定の角度で、より容易、かつ強固に支持組立体70へ固定することが可能となる。結果、太陽光パネル50が風を受けた場合にも、揚力に対向して太陽光パネル50と、支持組立体70との連結をより強固にし、かつ確実に維持することが可能となる。 By providing the short leg member 14 and the gantry member 17, the solar panel 50 can be fixed to the support assembly 70 more easily and firmly at a predetermined angle. As a result, even when the solar panel 50 receives wind, the connection between the solar panel 50 and the support assembly 70 can be made stronger and reliably maintained in opposition to lift.
また、架台部材17と、太陽光パネル50との連結は、太陽光パネル50が備える図示しない外枠部材の下面と、架台部材17とを図示しないブラケットや締結部材、或いは弾性部材等を用いて容易、かつ強固に行うことができる。 Further, the gantry member 17 and the solar panel 50 are connected to each other by using a bracket, a fastening member, an elastic member, or the like, which is not illustrated, and the lower surface of the outer frame member (not shown) included in the solar panel 50 and the gantry member 17. It can be performed easily and firmly.
さらに、基礎梁部材10に、後述する連結構造を用いて予め長脚部材12及び短脚部材14を略直角に連結し、さらに架台部材17を、長脚部材12及び短脚部材14に斜めに連結して面部材を構成しておき、その面部材を太陽光パネル50の設置場所へ運搬することも可能となる。これにより、支設置場所での持組立体70の組立てに必要な時間が短縮され、施工コストの一層の低減を達成し得る。 Further, the long leg member 12 and the short leg member 14 are connected to the foundation beam member 10 at a substantially right angle in advance using a connecting structure described later, and the gantry member 17 is obliquely connected to the long leg member 12 and the short leg member 14. It is also possible to connect and configure a surface member and transport the surface member to the installation location of the solar panel 50. As a result, the time required for assembling the holding assembly 70 at the support installation location is shortened, and the construction cost can be further reduced.
《補強部材及び横梁部材の配設構成》
本発明の太陽光パネル用の支持組立体70は、図1(a)及び(b)に示すように、長脚部材12の幅方向に連結されて、互いに位置決めする横梁部材15を備える。また、上記補強部材20は、長脚部材12それぞれの間に少なくとも1本、横梁部材15それぞれの間に少なくとも1本、又は長脚部材12と、横梁部材15との間に少なくとも2本、のいずれかの状態で斜め方向に配設される。
<< Arrangement configuration of reinforcing members and cross beam members >>
As shown in FIGS. 1A and 1B, the solar panel support assembly 70 according to the present invention includes cross beam members 15 that are connected in the width direction of the long leg members 12 and positioned with respect to each other. Further, the reinforcing member 20 includes at least one long leg member 12, at least one cross beam member 15, or at least two long leg members 12 and the cross beam member 15. In either state, it is disposed in an oblique direction.
本発明の一実施形態に係る図1(a)及び(b)に示す太陽光パネル用の支持組立体70における、補強部材20及び横梁部材15の配設箇所等を説明するための略図である図2を参照しながら、支持組立体70を構成する補強部材20の配設箇所について詳細に説明する。尚、図2に示す実線は支持組立体70の強度の向上に必須な部材を示し、破線は強度のさらなる向上のため配設されることが好ましい部材を示し、丸印は部材の連結箇所を示す。 It is the schematic for demonstrating the arrangement | positioning location etc. of the reinforcement member 20 and the cross beam member 15 in the support assembly 70 for solar panels shown to Fig.1 (a) and (b) which concerns on one Embodiment of this invention. With reference to FIG. 2, the location of the reinforcing member 20 constituting the support assembly 70 will be described in detail. The solid line shown in FIG. 2 indicates a member essential for improving the strength of the support assembly 70, the broken line indicates a member that is preferably arranged for further improvement of the strength, and a circle indicates a connecting portion of the member. Show.
図2において、図2(a−1)及び(a−2)は、補強部材20が長脚部材12同士間に配設される場合を示す。図2(a−1)では、横梁部材15が長脚部材12の下端近傍に1本備えられ、補強部材20は、長脚部材12同士間に少なくとも1本、斜め方向に配設される。 2, (a-1) and (a-2) show a case where the reinforcing member 20 is disposed between the long leg members 12. In FIG. 2A-1, one cross beam member 15 is provided near the lower end of the long leg member 12, and at least one reinforcing member 20 is disposed between the long leg members 12 in an oblique direction.
また、図2(a−2)では、横梁部材15が長脚部材12の鉛直方向中央近傍に1本備えられ、補強部材20は、長脚部材12同士間に少なくとも1本、斜め方向に配設される。 Further, in FIG. 2A-2, one cross beam member 15 is provided near the center of the long leg member 12 in the vertical direction, and at least one reinforcing member 20 is disposed in the diagonal direction between the long leg members 12. Established.
図2(b)は、補強部材20が横梁部材15同士間に配設される場合を示す。図2(b)では、横梁部材15が長脚部材12の上端近傍と、下端近傍とにそれぞれ1本ずつ備えられ、補強部材20は、横梁部材15同士間に少なくとも1本、斜め方向に配設される。 FIG. 2B shows a case where the reinforcing member 20 is disposed between the cross beam members 15. In FIG. 2 (b), one horizontal beam member 15 is provided near the upper end and the lower end of the long leg member 12, respectively, and at least one reinforcing member 20 is arranged diagonally between the horizontal beam members 15. Established.
また、図2(c−1)、(c−2)及び(c−3)は、補強部材20が長脚部材12と、横梁部材15との間に配設される場合を示す。図2(c−1)では、横梁部材15が長脚部材12の下端近傍に1本備えられ、補強部材20は、横梁部材15と、長脚部材12との間に少なくとも2本、それぞれ斜め方向に配設される。 2 (c-1), (c-2), and (c-3) show a case where the reinforcing member 20 is disposed between the long leg member 12 and the cross beam member 15. FIG. In FIG. 2 (c-1), one horizontal beam member 15 is provided in the vicinity of the lower end of the long leg member 12, and at least two reinforcing members 20 are inclined between the horizontal beam member 15 and the long leg member 12, respectively. Arranged in the direction.
また、図2(c−2)では、横梁部材15が長脚部材12の上端近傍に1本備えられ、補強部材20は、横梁部材15と、長脚部材12との間に少なくとも2本、それぞれ斜め方向に配設される。 Further, in FIG. 2C-2, one horizontal beam member 15 is provided near the upper end of the long leg member 12, and at least two reinforcing members 20 are provided between the horizontal beam member 15 and the long leg member 12, Each is arranged in an oblique direction.
また、図2(c−3)では、横梁部材15が長脚部材12の上端近傍、及び下端近傍に2本備えられ、補強部材20は、横梁部材15と、長脚部材12との間に少なくとも2本、それぞれ斜め方向に配設される。 Further, in FIG. 2 (c-3), two horizontal beam members 15 are provided near the upper end and the lower end of the long leg member 12, and the reinforcing member 20 is provided between the horizontal beam member 15 and the long leg member 12. At least two of them are arranged in an oblique direction.
上記した図2の構成を有する支持組立体では、少なくとも1本の補強部材20でその間隔を決定された1組の長脚部材12により図示しない太陽光パネル(図1(a)及び(b)に50として示す)を支持し、補強部材20により、長脚部材12と、横梁部材15とで形成されたコの字形状、H形状、又はロの字形状の骨格を補強することができる。 In the support assembly having the configuration of FIG. 2 described above, a solar panel (not shown) (FIGS. 1A and 1B) is formed by a pair of long leg members 12 whose interval is determined by at least one reinforcing member 20. And the reinforcing member 20 can reinforce the U-shaped, H-shaped, or B-shaped skeleton formed by the long leg member 12 and the cross beam member 15.
尚、図2(a−1)、(a−2)及び(b)において、破線で示す補強部材20を備えても良い。これにより、支持組立体70の強度をより一層向上することが可能となる。 In addition, in FIG. 2 (a-1), (a-2), and (b), you may provide the reinforcement member 20 shown with a broken line. Thereby, the strength of the support assembly 70 can be further improved.
図2に示し、上述してきた補強部材20で補強された図1(a)及び(b)に示す支持組立体70は、先述したように長脚部材12の下端近傍に基礎梁部材10が連結される。その基礎梁部材10をコンクリートに埋設して基礎工40が形成され、設置面30に固着される。結果、太陽光パネル50が風を受けて揚力が生じた場合等にも、太陽光パネル50を支持する支持組立体70を、設置面30に対してさらに堅固に設置することが可能となる。 The support assembly 70 shown in FIGS. 1A and 1B reinforced by the reinforcing member 20 shown in FIG. 2 and described above is connected to the base beam member 10 near the lower end of the long leg member 12 as described above. Is done. The foundation beam member 10 is embedded in concrete to form a foundation work 40 and is fixed to the installation surface 30. As a result, the support assembly 70 that supports the solar panel 50 can be more firmly installed on the installation surface 30 even when the solar panel 50 receives wind and generates lift.
尚、横梁部材15は、図2(a−1)、(a−2)、図2(c−1)及び(c−2)の場合は少なくとも1本、図2(b)及び図2(c−3)の場合は少なくとも2本備えられれば良く、図1(b)に15aとして示す長脚部材12の上端近傍や、図示しない中央近傍等に適宜、追加して配設されても良い。これにより、支持組立体70の強度をより一層向上することができる。 2 (a-1), (a-2), FIGS. 2 (c-1) and 2 (c-2), at least one cross beam member 15 is shown in FIGS. 2 (b) and 2 (2). In the case of c-3), it is sufficient that at least two are provided, and they may be appropriately added in the vicinity of the upper end of the long leg member 12 shown as 15a in FIG. . Thereby, the strength of the support assembly 70 can be further improved.
また、上記では長脚部材12に注目して説明したが、図1(a)に示す短脚部材14についても同様に、横梁部材15や、図示しない補強部材を配設し他部材と連結することにより、支持組立体70の強度を向上することが可能である。 In the above description, attention is paid to the long leg member 12, but the short leg member 14 shown in FIG. 1A is similarly connected with other members by disposing a cross beam member 15 or a reinforcing member (not shown). As a result, the strength of the support assembly 70 can be improved.
上記した補強部材20、及び横梁部材15には、図示しないFRP製グレーチング材(図5に60として示す)の廃材料からなる軽量な角棒部材が用いられる。従って、支持組立体70の重量やコストの増加を抑制しながら、補強部材20や横梁部材15を追加して備えることが可能である。 For the reinforcing member 20 and the cross beam member 15, lightweight square bar members made of a waste material of an FRP grating material (shown as 60 in FIG. 5) (not shown) are used. Accordingly, the reinforcing member 20 and the cross beam member 15 can be additionally provided while suppressing an increase in the weight and cost of the support assembly 70.
《支持組立体の構成部材同士の連結構造》
以下では、本発明の太陽光パネル用の支持組立体70を構成する、FRP製グレーチング材60の廃材料からなる角棒部材同士の連結構造について、図面を参照しながら詳細に説明する。
<< Connecting structure between components of support assembly >>
Below, the connection structure of the square bar members which consist of the waste material of the grating material 60 made from FRP which comprises the support assembly 70 for solar panels of this invention is demonstrated in detail, referring drawings.
本発明の支持組立体70において、上記角棒部材に形成された格子形状の区画は、抜き勾配を有する側壁で形成された矩形穴部であり、該矩形穴部を用いて前記角棒部材同士の連結が行われる。 In the support assembly 70 of the present invention, the lattice-shaped section formed in the rectangular bar member is a rectangular hole formed by a side wall having a draft, and the rectangular bar members are connected to each other using the rectangular hole. Are connected.
上記抜き勾配は、図5(a)に示すFRP製グレーチング材60を金型(図示せず)を用いて成形した後に、FRP製グレーチング材60を上記金型から抜き取り容易にするために設けられるものである。従って、図5(b)に示すように、FRP製グレーチング材60に形成される全ての矩形穴部Shが、抜き勾配を有する4面の側壁で形成される。 The draft angle is provided in order to easily extract the FRP grating material 60 from the mold after the FRP grating material 60 shown in FIG. 5A is molded using a mold (not shown). Is. Accordingly, as shown in FIG. 5B, all rectangular holes Sh formed in the FRP grating material 60 are formed by four side walls having a draft angle.
図3(a)は、図6(a)に示す本発明の別の実施形態に係る太陽光パネル用の支持組立体170の略示図から、中間脚部材16と、架台部材17とを抜粋した側面略示図である。この図では、ブラケット33が2つの架台部材17に亘るように配設され、結合部材33により架台部材17と、ブラケット33とが結合されている。また、架台部材17と、中間脚部材16とは斜めに連結されている。 FIG. 3A is an excerpt of the intermediate leg member 16 and the gantry member 17 from the schematic view of the solar panel support assembly 170 according to another embodiment of the present invention shown in FIG. 6A. FIG. In this figure, the bracket 33 is disposed so as to extend over the two gantry members 17, and the gantry member 17 and the bracket 33 are coupled by the coupling member 33. Further, the gantry member 17 and the intermediate leg member 16 are connected obliquely.
上記角棒部材同士を斜めに連結する場合は、図5(a)及び(b)に例示するFRP製グレーチング材60が有する矩形穴部Shのうち、1つの矩形穴部を用いる。一例として、図3(a)に示す矩形穴部Sh1を用いて中間脚部材16と、架台部材17とを連結する場合について説明する。 In the case of connecting the square bar members obliquely, one rectangular hole portion is used among the rectangular hole portions Sh included in the FRP grating material 60 illustrated in FIGS. 5A and 5B. As an example, a case where the intermediate leg member 16 and the gantry member 17 are connected using the rectangular hole portion Sh1 shown in FIG.
図3(b)は、図3(a)に示すA−A断面を矢印Bの方向から見た拡大略図である。矩形穴部Sh1は、上述したように、図5(b)に例示する抜き勾配を有する4面の側壁により構成される。詳述すると、この矩形穴部Sh(ここでは特に、矩形穴部Sh1)は、例えば一方の面では肉厚が5ミリメートル、他方の面では肉厚が7ミリメートル、となる抜き勾配を有する4つの面で構成される。従って矩形穴部Sh1は、開口面積の大きい面Cと、開口面積の小さい面Dとを有することとなる。 FIG. 3B is an enlarged schematic view of the AA cross section shown in FIG. As described above, the rectangular hole portion Sh1 is configured by four side walls having a draft angle illustrated in FIG. More specifically, the rectangular hole Sh (here, particularly, the rectangular hole Sh1) has four drafts having a thickness of 5 millimeters on one surface and 7 millimeters on the other surface, for example. Consists of faces. Accordingly, the rectangular hole Sh1 has a surface C having a large opening area and a surface D having a small opening area.
以下に、図3(b)に示す中間脚部材16と、架台部材17とを矩形穴部Sh1を用いて連結する場合に注目して連結方法を説明する。まず、貫通穴22aを有する係止部材22を、中間脚部材16と、架台部材17と、がそれぞれ有する矩形穴部Sh1の、開口面積の大きい面Cの側から嵌入する。これにより、係止部材22はそれぞれの矩形穴部Sh1の奥行き方向の途中に仮止めされる。 Hereinafter, the connection method will be described by paying attention to the case where the intermediate leg member 16 and the mount member 17 shown in FIG. 3B are connected using the rectangular hole portion Sh1. First, the locking member 22 having the through hole 22a is inserted from the side of the surface C having a large opening area of the rectangular hole portion Sh1 included in each of the intermediate leg member 16 and the gantry member 17. Thereby, the locking member 22 is temporarily fixed in the middle of each rectangular hole Sh1 in the depth direction.
次に、中間脚部材16と、架台部材17と、のそれぞれの矩形穴部Sh1の開口面積の小さい面D同士が対向するように配設し、中間脚部材16と、架台部材17とに配設された係止部材22を、係止部材22が有するそれぞれの貫通穴22aを介してボルト・ナット締結することにより中間脚部材16と、架台部材17とが連結される。 Next, the intermediate leg member 16 and the gantry member 17 are arranged so that the surfaces D having small opening areas of the respective rectangular hole portions Sh1 face each other, and are arranged on the intermediate leg member 16 and the gantry member 17. The intermediate leg member 16 and the gantry member 17 are connected to each other by fastening the provided locking member 22 with bolts and nuts through the respective through holes 22a of the locking member 22.
詳述すると、2つの係止部材22は、中間脚部材16の矩形穴部Sh1、及び架台部材17の矩形穴部Sh1が有する抜き勾配により、ボルト24と、ナット26とを締め合わせることで、係止部材22が互いの距離を縮めるとともに中間脚部材16と、架台部材17とを密着させる。結果、中間脚部材16と、架台部材17とを容易かつ強固に連結することを実現し得る。 More specifically, the two locking members 22 are tightened with the bolt 24 and the nut 26 by the draft angle of the rectangular hole Sh1 of the intermediate leg member 16 and the rectangular hole Sh1 of the gantry member 17, The locking members 22 reduce the distance between each other and bring the intermediate leg member 16 and the gantry member 17 into close contact with each other. As a result, it is possible to easily and firmly connect the intermediate leg member 16 and the gantry member 17.
上記の構成により、角棒部材同士を任意の角度で強固かつ容易に連結することができ、支持組立体70の組立てを容易に行うことができる。結果、施工時間が短縮され、施工コストの低減を実現することが可能となる。また、経年等により連結力が低下する場合も、ボルト24と、ナット26とを増し締めするのみで、容易に連結力を維持し得る。 With the above configuration, the square bar members can be firmly and easily coupled at an arbitrary angle, and the support assembly 70 can be easily assembled. As a result, the construction time is shortened, and the construction cost can be reduced. Even when the coupling force decreases due to aging or the like, the coupling force can be easily maintained by simply tightening the bolt 24 and the nut 26.
尚、上記ではボルト24と、ナット26とを用いることとしたが、係止部材22が有する貫通穴22aにネジ形状(図示せず)を形成して、ナット26の代わりとすることも可能である。また、ボルト24を用いず、図示しない棒ネジと、2つのナット26とで代用することもできる。 In the above description, the bolt 24 and the nut 26 are used. However, a screw shape (not shown) may be formed in the through hole 22a of the locking member 22 to replace the nut 26. is there. Further, without using the bolt 24, a rod screw (not shown) and the two nuts 26 can be substituted.
また、図3(b)では、係止部材22は凹部を有するように図示したが、係止部材22の形状はこれに限定されるものではなく、図3(c−1)に示すような略矩形の板状部材でも良い。また、図3(c−2)に示すような、楕円形状であっても良い。また、係止部材22の材質は、例えば樹脂、弾性材料、金属、又はFRP製グレーチング材60の廃材料等を用いることができる。 Further, in FIG. 3B, the locking member 22 is illustrated as having a recess, but the shape of the locking member 22 is not limited to this, as shown in FIG. A substantially rectangular plate-shaped member may be used. Moreover, an elliptical shape as shown in FIG. Further, as the material of the locking member 22, for example, resin, elastic material, metal, waste material of the FRP grating material 60, or the like can be used.
尚、係止部材22の外周側面は、矩形穴部Sh1が有する抜き勾配に沿った勾配を有することが望ましい。これにより、係止部材22の側面と、矩形穴部Sh1の側壁とが面接触することとなり、結果、上述した仮止めがより確実に行えるとともに、ボルト24と、ナット26とを締め合わせる際に、係止部材22の側面から矩形穴部Sh1の側壁へ、ボルト・ナット締結による軸力が均等に伝達される。結果、より強固、かつ確実に角棒部材同士を連結することが可能となる。 In addition, it is desirable that the outer peripheral side surface of the locking member 22 has a gradient along the draft of the rectangular hole Sh1. As a result, the side surface of the locking member 22 and the side wall of the rectangular hole portion Sh1 come into surface contact with each other. As a result, the temporary fixing described above can be performed more reliably, and the bolt 24 and the nut 26 are tightened together. The axial force due to the bolt and nut fastening is evenly transmitted from the side surface of the locking member 22 to the side wall of the rectangular hole portion Sh1. As a result, the square bar members can be connected more firmly and reliably.
また、本発明の支持組立体70では、係止部材22を用いた上記角棒部材同士の連結を、少なくとも角棒部材の2箇所の区画で行うことにより、上記角棒部材同士を略直角に連結することが可能である。 Further, in the support assembly 70 of the present invention, the square bar members are connected to each other at a substantially right angle by connecting the square bar members using the locking member 22 in at least two sections of the square bar members. It is possible to connect.
図5(b)に示し上述したように、角棒部材に形成された格子形状の区画は、抜き勾配を有する4面の側壁で形成された矩形穴部Shである。この矩形穴部Shと、係止部材22とを用いて、異なる区画の矩形穴部Shを少なくとも2点で締結することにより、上記角棒部材同士を略直角に連結することが可能である。これについて、図面を参照しながら説明する。 As shown in FIG. 5B and described above, the lattice-shaped section formed in the square bar member is a rectangular hole Sh formed by four side walls having a draft angle. By using the rectangular hole Sh and the locking member 22 to fasten the rectangular hole Sh in different sections at at least two points, the square bar members can be connected at a substantially right angle. This will be described with reference to the drawings.
図4は、本発明の一実施形態に係る太陽光パネル用の支持組立体を構成する角棒部材同士を略直角に連結する場合の連結構造を説明する略図である。図4(a)は、図1(a)に示す太陽光パネル用の支持組立体70の略示図から、長脚部材12と、基礎梁部材10とを抜粋した側面略示図である。本発明の連結構造によれば、この長脚部材12と、基礎梁部材10とを、上述した係止部材22を用いて容易に略直角に連結することができる。 FIG. 4 is a schematic diagram for explaining a connection structure in a case where square bar members constituting a support assembly for a solar panel according to an embodiment of the present invention are connected at a substantially right angle. FIG. 4A is a schematic side view of the long leg member 12 and the foundation beam member 10 extracted from the schematic view of the solar panel support assembly 70 shown in FIG. According to the connection structure of the present invention, the long leg member 12 and the base beam member 10 can be easily connected at a substantially right angle using the locking member 22 described above.
詳述すると、図4(a)において、長脚部材12と、基礎梁部材10とは、例えば異なる区画の矩形穴部Sh2及びSh3で、上述した係止部材22を用いて固定される。図4(a)に示すE−E断面を矢印Fの方向から見た略図である図4(b)において、長脚部材12の矩形穴部Sh2及びSh3、基礎梁部材10の矩形穴部Sh2及びSh3にそれぞれ係止部材22を嵌入して仮止めする。 More specifically, in FIG. 4A, the long leg member 12 and the foundation beam member 10 are fixed by using the locking member 22 described above, for example, at rectangular holes Sh2 and Sh3 in different sections. In FIG. 4B, which is a schematic view of the EE cross section shown in FIG. 4A viewed from the direction of the arrow F, the rectangular holes Sh <b> 2 and Sh <b> 3 of the long leg member 12, and the rectangular hole Sh <b> 2 of the foundation beam member 10. And the locking member 22 is inserted and temporarily fixed to Sh3, respectively.
その後の工程は、上述した角棒部材同士を斜めに連結する場合と同様であるため、詳しい説明は省略する。簡単に説明すると、矩形穴部Sh2及びSh3に係止部材22が仮止めされた長脚部材12と、基礎梁部材10とを略直角、かつ、それぞれの矩形穴部Sh2及びSh3の開口面積の小さい面D同士が対向するように配設し、係止部材22が有するそれぞれの貫通穴22aを介して2組のボルト24と、ナット26とを締め合わせるのみで、長脚部材12と、基礎梁部材10とを略直角に連結することが可能となる。 Since the subsequent steps are the same as those in the case where the square bar members described above are connected obliquely, detailed description thereof will be omitted. Briefly, the long leg member 12 having the locking members 22 temporarily fixed to the rectangular holes Sh2 and Sh3 and the foundation beam member 10 are substantially perpendicular to each other and the opening areas of the respective rectangular holes Sh2 and Sh3 are set. The long leg member 12, the foundation, and the like can be obtained by simply arranging the two bolts 24 and the nut 26 through the respective through holes 22 a of the locking members 22. It becomes possible to connect the beam member 10 at a substantially right angle.
上記の構成とすることで、角棒部材同士を略直角に、容易かつ強固に連結することができ、支持組立体70の組立てを容易に行うことが可能となる。結果、施工時間が短縮され、施工コストのさらなる低減を実現し得る。 By setting it as said structure, square bar members can be connected to a substantially right angle easily and firmly, and it becomes possible to assemble the support assembly 70 easily. As a result, the construction time is shortened, and the construction cost can be further reduced.
具体的には、例えば図1(a)及び図6(a)に示す基礎梁部材10に対して、所定の寸法に切り出された長脚部材12、短脚部材14及び中間脚部材16を容易に略直角に連結することができる。結果、基礎梁部材10を水平に設置するのみで、上記太陽光パネル用50を所定の角度で配設することが可能となる。 Specifically, for example, the long leg member 12, the short leg member 14, and the intermediate leg member 16 cut out to a predetermined size can be easily formed with respect to the foundation beam member 10 shown in FIGS. 1 (a) and 6 (a). Can be connected at substantially right angles. As a result, the solar panel 50 can be disposed at a predetermined angle only by installing the foundation beam member 10 horizontally.
尚、上記では異なる区画を矩形穴部Sh2と、Sh3とを対角に設定したが、異なる区画はこれに限定されるものではなく、隣接する区画でも良いし、離れた区画でも良い。 In the above description, the different sections are set to have the rectangular hole portions Sh2 and Sh3 diagonally. However, the different sections are not limited to this, and may be adjacent sections or separate sections.
また、上記した連結構造を用いて、角棒部材同士を略45度の角度で連結することも可能である。例えば図4(c)に示すように、部材Jと、部材Kとの各々の矩形穴部Sh4及びSh5に図示しない上記係止部材を配設し、図示しない締結部材を締め合わせることで、部材Jと、部材Kとを略45度の角度で連結することができる。 Moreover, it is also possible to connect square bar members at an angle of about 45 degrees using the above-described connection structure. For example, as shown in FIG. 4 (c), the locking member (not shown) is disposed in each of the rectangular holes Sh4 and Sh5 of the member J and the member K, and the fastening member (not shown) is fastened. J and the member K can be connected at an angle of approximately 45 degrees.
結果、一例として図1(b)に示す補強部材20等を、容易に45度の角度で長脚部材12間等に配設することも可能となる。 As a result, for example, the reinforcing member 20 shown in FIG. 1B can be easily disposed between the long leg members 12 at an angle of 45 degrees.
《太陽光パネルの仮止め方法》
本発明の太陽光パネル用の支持組立体70を構成する架台部材17は、太陽光パネル50と対向する面に、図5に示すFRP製グレーチング材60の廃材料の一つの格子形状の一辺から延びて突出し、太陽光パネル50を仮止めする仮保持突起117aを有することが望ましい。その構成について以下に図面を参照しながら詳細に説明する。
<Temporary fixing method of solar panels>
The gantry member 17 constituting the solar panel support assembly 70 of the present invention is formed on one side of the grid shape of the waste material of the FRP grating material 60 shown in FIG. It is desirable to have a temporary holding protrusion 117a that extends and protrudes to temporarily fix the solar panel 50. The configuration will be described in detail below with reference to the drawings.
図8は、本発明の一実施形態に係る太陽光パネル用の支持組立体における、太陽光パネル50を仮止めする仮保持突起117aを説明するための略示図であり、(a)は架台部材117と、太陽光パネル50との組立て状態を例示する略図であり、(b)は仮保持突起117aを有する架台部材117の拡大略図であり、(c)は図8(a)に示すL−L断面を矢印Mの方向から見た略図であり、仮保持突起117aを有する架台部材117と、太陽光パネル50との仮止め、及び連結方法を例示している。 FIG. 8 is a schematic view for explaining a temporary holding protrusion 117a for temporarily fixing the solar panel 50 in the solar panel support assembly according to the embodiment of the present invention. It is the schematic which illustrates the assembly state of the member 117 and the solar panel 50, (b) is the expansion schematic of the mount member 117 which has the temporary holding protrusion 117a, (c) is L shown to Fig.8 (a). It is the schematic which looked at -L cross section from the direction of arrow M, and has illustrated temporary attachment and the connection method with the base member 117 which has the temporary holding protrusion 117a, and the solar panel 50. FIG.
図8(b)に示すように、この架台部材117は、図示しないFRP製グレーチング材(図5(a)に60として示す)の廃材料の一つの格子形状の一辺により形成される仮保持突起117aを有する。 As shown in FIG. 8 (b), this gantry member 117 is a temporary holding projection formed by one side of a lattice shape of waste material of FRP grating material (not shown) (shown as 60 in FIG. 5 (a)). 117a.
図示しない支持組立体(図1及び図6に70として示す)に、太陽光パネル50を配設する場合、図8(a)に示すように、まず、この支持組立体に傾斜して連結された架台部材117に太陽光パネル50を載せ、仮保持突起117aにより太陽光パネル50を担持させる。次に、例えば図8(c)に示すL字型ブラケット132と、太陽光パネル50とを結合部材133により連結し、L字型ブラケット132と、架台部材117とを、上述した係止部材22を介してボルト24、及びナット26で締結する。 When the solar panel 50 is disposed on a support assembly (not shown) (shown as 70 in FIGS. 1 and 6), as shown in FIG. 8A, first, the support assembly is inclined and connected. The solar panel 50 is placed on the gantry member 117, and the solar panel 50 is supported by the temporary holding projection 117a. Next, for example, the L-shaped bracket 132 shown in FIG. 8C and the solar panel 50 are connected by the connecting member 133, and the L-shaped bracket 132 and the gantry member 117 are connected to the locking member 22 described above. The bolt 24 and the nut 26 are used for fastening.
上記したように、この仮保持突起117aを備えることにより、太陽光パネル50を支持組立体の架台部材117に仮止めし、固定する作業を少ない作業員で行うことが可能となり、結果、施工コストを低減できる。 As described above, by providing the temporary holding projection 117a, it is possible to temporarily fix and fix the solar panel 50 to the gantry member 117 of the support assembly with a small number of workers, resulting in a construction cost. Can be reduced.
尚、図8に示した例では、2つの架台部材117をブラケット32や結合部材33で連結し、仮保持突起117aを架台部材117の設置状態における前方の端部に有することとしたが、仮保持突起117aの配設位置はこれに限定されるものではない。例えば、太陽光パネル50の傾斜方向の寸法に合わせて、仮保持突起117aを架台部材117の端部以外の位置に配設する等しても良い。 In the example shown in FIG. 8, the two gantry members 117 are connected by the bracket 32 and the coupling member 33, and the temporary holding projection 117 a is provided at the front end in the installed state of the gantry member 117. The arrangement position of the holding protrusion 117a is not limited to this. For example, the temporary holding protrusion 117 a may be disposed at a position other than the end of the gantry member 117 according to the size of the solar panel 50 in the tilt direction.
《太陽光パネルの固定方法》
本発明の太陽光パネル用の支持組立体70では、図5に示すFRP製グレーチング材60の廃材料から切り出した部材を用いて、2つに大別される構成で太陽光パネル50を固定することが可能である。以下に、それぞれの構成について、図面を参照しながら詳細に説明する。
<Method of fixing solar panel>
In the solar panel support assembly 70 of the present invention, the solar panel 50 is fixed in a configuration roughly divided into two by using a member cut out from the waste material of the FRP grating material 60 shown in FIG. It is possible. Hereinafter, each configuration will be described in detail with reference to the drawings.
図9は、本発明の一実施形態に係る太陽光パネル用の支持組立体における、パネル固定部材35を説明するための略示図であり、(a)は架台部材17と太陽光パネル50との固定状態を例示する略図であり、(b)はパネル固定部材35の単体を例示する略平面図であり、(c)は図5(a)及び(b)に示すガラス繊維材料で構成されたグレーチング材60が有する格子形状の区画から、パネル固定部材35を切り出すことを説明する略図である。 FIG. 9 is a schematic view for explaining the panel fixing member 35 in the solar panel support assembly according to the embodiment of the present invention. FIG. 9A shows the gantry member 17 and the solar panel 50. 4B is a schematic plan view illustrating a single body of the panel fixing member 35, and FIG. 5C is made of the glass fiber material shown in FIGS. 5A and 5B. 4 is a schematic diagram for explaining cutting out the panel fixing member 35 from a grid-shaped section of the grating material 60.
図9(b)に示すパネル固定部材35は、例えば図9(c)に示すグレーチング材60の廃材料が有する格子形状Sgを利用して形成される。詳細には、このパネル固定部材35は、矩形形状に隣接する少なくとも二つの格子形状Sg1,Sg2の外周の、少なくとも三辺で形成される略矩形形状Sr1と、この略矩形形状Sr1を構成する二辺Sa1,Sa2からそれぞれ両外側に延びて突出する略平面形状Sf1及びSf3と、により略凸形状に形成される。 The panel fixing member 35 shown in FIG. 9B is formed using a lattice shape Sg included in the waste material of the grating material 60 shown in FIG. 9C, for example. Specifically, the panel fixing member 35 includes a substantially rectangular shape Sr1 formed of at least three sides on the outer periphery of at least two lattice shapes Sg1 and Sg2 adjacent to the rectangular shape, and two components constituting the substantially rectangular shape Sr1. A substantially convex shape is formed by substantially planar shapes Sf1 and Sf3 projecting from both sides Sa1 and Sa2 and extending outward.
尚、図9では、上記二つの格子形状Sg1、Sg2に加えて格子形状Sg3の外周の三辺で上記略矩形形状Sr1を形成する例を示している。また、格子形状Sg1の一辺で形成される略平板形状Sf2を有する例を示している。 FIG. 9 shows an example in which the substantially rectangular shape Sr1 is formed on the three sides of the outer periphery of the lattice shape Sg3 in addition to the two lattice shapes Sg1 and Sg2. Moreover, the example which has substantially flat plate shape Sf2 formed in one side of lattice shape Sg1 is shown.
図1(a)、(b)及び図9(a)を参照して詳述すると、例えば図1(a)及び(b)に示すように組み立てられた支持組立体70は、その上面に、太陽光パネル50の下面を支持する架台部材17を備える。図9(a)に示すように、この架台部材17の上面に太陽光パネル50を配設する場合、まず、前方の太陽光パネル50を所定の位置に仮止めする。 Referring to FIGS. 1 (a), 1 (b) and 9 (a), for example, a support assembly 70 assembled as shown in FIGS. 1 (a) and 1 (b) is formed on its upper surface. A gantry member 17 that supports the lower surface of the solar panel 50 is provided. As shown in FIG. 9A, when the solar panel 50 is disposed on the upper surface of the gantry member 17, first, the front solar panel 50 is temporarily fixed at a predetermined position.
次に、パネル固定部材35を前方の太陽光パネル50の後方、かつ架台部材17の側面となる位置に配設し、例えばブラケット232を介して、結合部材233により架台部材17の側面に仮止めする。続いて、後方の太陽光パネル50を架台部材17の上面に配設し、結合部材233を増し締め等する。 Next, the panel fixing member 35 is disposed at the rear side of the front solar panel 50 and on the side surface of the gantry member 17, and temporarily fixed to the side surface of the gantry member 17 by the coupling member 233 via the bracket 232, for example. To do. Subsequently, the rear solar panel 50 is disposed on the upper surface of the gantry member 17, and the coupling member 233 is tightened.
上記により、前方の太陽光パネル50と後方の太陽光パネル50との間隔が決定されるとともに、パネル固定部材35の備える略平板形状Sf1及びSf3の下面によって太陽光パネル50が架台部材17に押さえられて固定される。この手順を繰り返すことで、支持組立体70に太陽光パネル50を容易に固定することができる。 As described above, the distance between the front solar panel 50 and the rear solar panel 50 is determined, and the solar panel 50 is pressed against the gantry member 17 by the lower surfaces of the substantially flat plate shapes Sf1 and Sf3 included in the panel fixing member 35. Fixed. By repeating this procedure, the solar panel 50 can be easily fixed to the support assembly 70.
尚、パネル固定部材35と、架台部材17との連結には、図3に示し先述した係止部材22を用いる固定方法を用いても良いし、パネル固定部材35と、架台部材17とを挟んでブラケット232を対向して配設し、結合部材233でボルト・ナット締結する等しても良い。 For the connection between the panel fixing member 35 and the gantry member 17, the fixing method using the locking member 22 shown in FIG. 3 and described above may be used, or the panel fixing member 35 and the gantry member 17 may be sandwiched. The bracket 232 may be disposed oppositely, and a bolt / nut may be fastened with the coupling member 233.
また、太陽光パネル50の仮止めに、図8に示し上述した仮保持突起(117a)を用いることも可能である。 Moreover, it is also possible to use the temporary holding protrusion (117a) shown in FIG.
図10は、本発明の一実施形態に係る太陽光パネル用の支持組立体における、パネル押え部材37を説明するための略示図であり、(a)は架台部材17と太陽光パネル50との固定状態を例示する略図であり、(b)はパネル押え部材37の単体を例示する略平面図であり、(c)は図5(a)及び(b)に示すガラス繊維材料で構成されたグレーチング材60が有する格子形状の区画から、パネル押え部材37を切り出すことを説明する略図である。 FIG. 10 is a schematic view for explaining the panel pressing member 37 in the solar panel support assembly according to the embodiment of the present invention. FIG. 10 (a) shows the gantry member 17, the solar panel 50, and FIG. 5B is a schematic plan view illustrating a single unit of the panel pressing member 37, and FIG. 5C is made of the glass fiber material shown in FIGS. 5A and 5B. 4 is a schematic diagram for explaining cutting out the panel pressing member 37 from a grid-shaped section of the grating material 60. FIG.
図10(b)に示すパネル押え部材37は、例えば図10(c)に示すグレーチング材60の廃材料が有する格子形状Sgを利用して形成される。詳細には、このパネル押え部材37は、廃材料の一つの格子形状Sg11の三辺で形成される略コの字形状Sr2と、この略コの字形状を構成する二辺Sa11,Sa12から両外側に延びて突出する略平板形状Sf11及びSf12と、により略凸形状に形成される。 The panel pressing member 37 shown in FIG. 10B is formed using, for example, the lattice shape Sg of the waste material of the grating material 60 shown in FIG. More specifically, the panel pressing member 37 includes both a substantially U-shaped Sr2 formed by three sides of one lattice shape Sg11 of waste material and two sides Sa11 and Sa12 constituting the substantially U-shaped. A substantially convex shape is formed by the substantially flat plate shapes Sf11 and Sf12 extending outward and projecting.
このパネル押え部材37を、架台部材17の上面に固定することにより、太陽光パネル50同士の傾斜方向の間隔が決定されるとともに、太陽光パネル50を架台部材17に固定することができる。 By fixing the panel pressing member 37 to the upper surface of the gantry member 17, the interval between the solar panels 50 in the inclination direction is determined, and the solar panel 50 can be fixed to the gantry member 17.
具体的には、図1(a)及び(b)に示すように組み立てられた支持組立体70の上面に配設された架台部材17に、上記した図示しないパネル固定部材(図9に35として示す)を用いて太陽光パネル50を固定する場合と同様、図10(a)に示すように太陽光パネル50同士の間にパネル押え部材37を配設する。 Specifically, as shown in FIGS. 1A and 1B, the above-described panel fixing member (not shown) is attached to the gantry member 17 disposed on the upper surface of the support assembly 70 assembled as shown in FIG. As shown in FIG. 10A, the panel pressing member 37 is disposed between the solar panels 50 as in the case where the solar panel 50 is fixed using
尚、パネル押え部材37と、架台部材17との連結は、図10(b)に示すようにパネル押え部材37の架台部材17と相対する面に貫通穴37aを配設し、架台部材17に配設された穴(図示せず)を介して結合部材333等を用いて容易に行うことができる。 The panel pressing member 37 and the gantry member 17 are connected to each other by providing a through hole 37a on the surface of the panel pressing member 37 facing the gantry member 17 as shown in FIG. This can be easily performed using the coupling member 333 or the like through a provided hole (not shown).
上述してきたパネル固定部材35や、パネル押え部材37を用いることで、太陽光パネル50や、その枠材が取付け用の穴(図示せず)を備える場合、その取付け用穴の間隔と、先述したグレーチング材60の廃材料が有する矩形穴部Shの間隔とが合致しない場合でも、太陽光パネル50を支持組立体70に固定することが可能となり、結果、太陽光パネル50の配置の自由度を向上し得る。 When the panel fixing member 35 and the panel pressing member 37 described above are used, when the solar panel 50 and the frame member are provided with mounting holes (not shown), the interval between the mounting holes and the above-mentioned Even if the gap between the rectangular holes Sh included in the waste material of the grating material 60 does not match, it is possible to fix the solar panel 50 to the support assembly 70, and as a result, the degree of freedom of arrangement of the solar panel 50. Can improve.
また、図9(a)において、例えば太陽光パネル50の下面及び/又は上面と、架台部材17の上面及び/又はパネル固定部材35の略平板形状Sf1及びSf3の下面と、の間や、図10(a)の太陽光パネル50の下面及び/又は上面と、架台部材17の上面及び/又はパネル押え部材37の略平板形状Sf11及びSf12の下面と、の間に、板バネ等の弾性部材(図示せず)を配設することで、太陽光パネル50と、架台部材17との連結をより強固にすることも可能である。 9A, for example, between the lower surface and / or upper surface of the solar panel 50 and the upper surface of the gantry member 17 and / or the lower surface of the substantially flat plate shapes Sf1 and Sf3 of the panel fixing member 35, An elastic member such as a leaf spring between the lower surface and / or the upper surface of the solar panel 50 of FIG. 10 (a) and the upper surface of the gantry member 17 and / or the lower surface of the substantially flat plate shape Sf11 and Sf12 of the panel pressing member 37. By arranging (not shown), the connection between the solar panel 50 and the gantry member 17 can be further strengthened.
《補強部材の連結方法》
本発明の太陽光パネル用の支持組立体70では、本発明の一実施形態に係る太陽光パネル用の支持組立体における、補強部材取付け板の配置等を説明するための略示図である図11に示すように、上記角棒部材で形成される補強部材20と、横梁部材15や長脚部材12とは、貫通穴を有する補強部材取付け板A38や補強部材取付け板B39を用いて連結することが可能である。
《Reinforcement member connection method》
The solar panel support assembly 70 of the present invention is a schematic diagram for explaining the arrangement and the like of the reinforcing member mounting plate in the solar panel support assembly according to an embodiment of the present invention. 11, the reinforcing member 20 formed of the square bar member, the cross beam member 15 and the long leg member 12 are connected using a reinforcing member mounting plate A38 and a reinforcing member mounting plate B39 having through holes. It is possible.
詳述すると、図1の補強部材取付け板A38,B39が供える貫通穴と、角棒部材(補強部材20、横梁部材15、長脚部材12)の図示しない矩形穴部(例えば図3(b)に示すSh1)に嵌入された図示しない係止部材が有する貫通穴(例えば図3(b)に示す22、22a)と、を介してボルト・ナット締結されることにより、補強部材20と、横梁部材15や長脚部材12とが連結される。 More specifically, a through hole provided by the reinforcing member mounting plates A38 and B39 in FIG. 1 and a rectangular hole (not shown) of the square bar member (the reinforcing member 20, the cross beam member 15, and the long leg member 12) (for example, FIG. 3B). The bolts and nuts are fastened with through holes (for example, 22 and 22a shown in FIG. 3 (b)) of a locking member (not shown) inserted in Sh1) shown in FIG. The member 15 and the long leg member 12 are connected.
上記により、補強部材取付け板A38や、補強部材取付け板B39を用いて補強部材20と、横梁部材15や長脚部材12との連結を行うことで、補強部材20の位置決めが容易となり、結果、支持組立体70の組立て作業の効率化により施工コストの低減が可能となる。 As described above, the reinforcement member 20 is easily positioned by connecting the reinforcement member 20 to the cross beam member 15 or the long leg member 12 using the reinforcement member attachment plate A38 or the reinforcement member attachment plate B39. The construction cost can be reduced by increasing the efficiency of the assembly work of the support assembly 70.
尚、上記では補強部材取付け板A38と、補強部材取付け板B39とを別々の部材としたが、図11に破線で示すように、補強部材取付け板B39に貫通穴39aを備えるようにして、補強部材取付け板A38と、補強部材取付け板B39とを同一の部材、例えば補強部材取付け板A38に統一することも可能である。これにより、太陽光パネル用の支持組立体70の組立て作業を効率化して施工コストを抑制しながら、支持組立体70を構成する部材の類別の低減により部品コストの低減をも図ることが可能となる。 In the above description, the reinforcing member mounting plate A38 and the reinforcing member mounting plate B39 are separate members. However, as shown by a broken line in FIG. 11, the reinforcing member mounting plate B39 is provided with a through hole 39a to reinforce. The member mounting plate A38 and the reinforcing member mounting plate B39 can be unified with the same member, for example, the reinforcing member mounting plate A38. As a result, it is possible to reduce the cost of parts by reducing the types of members constituting the support assembly 70 while reducing the construction cost by making the assembly operation of the support assembly 70 for solar panels more efficient. Become.
上述してきた実施形態では、図1(a)及び図6(a)に示す短脚部材14、及び架台部材17を備えることとしたが、これらを備えずとも、太陽光パネル50を所定の角度で配設することができる。詳述すると、短脚部材14と、架台部材17との両方を備えない場合は、例えば、長脚部材12の高さ方向寸法を短縮するとともに、基礎梁部材10を前方に延長して配設し、太陽光パネル50が備える外枠部材(図示せず)と、基礎梁部材10とを金属ブラケット等を介して連結すれば良い。 In the embodiment described above, the short leg member 14 and the gantry member 17 shown in FIG. 1A and FIG. 6A are provided. Can be arranged. In detail, when both the short leg member 14 and the gantry member 17 are not provided, for example, the height direction dimension of the long leg member 12 is shortened and the foundation beam member 10 is extended forward. And the outer frame member (not shown) with which the solar panel 50 is provided, and the foundation beam member 10 should just be connected via a metal bracket etc. FIG.
このとき、太陽光パネル50同士の連結には、FRP製グレーチング材60の廃材料からなる角棒部材を適当な長さに切断して、接続ブラケット(図示せず)として用いても良いし、金属ブラケット(図示せず)等を用いても良い。 At this time, for connection between the solar panels 50, a square bar member made of waste material of the FRP grating material 60 may be cut to an appropriate length and used as a connection bracket (not shown). A metal bracket (not shown) or the like may be used.
尚、この場合も、予め基礎梁部材10に、上述した連結構造により長脚部材12と、短脚部材14を備える場合は短脚部材14と、を略直角に連結してL字形状、或いは略コの字形状の部材を構成しておき、その部材を太陽光パネル50の設置場所へ運搬することができる。これにより、設置場所での施工時間が短縮され、結果、施工コストを低減することが可能となる。 In this case as well, the long leg member 12 and the short leg member 14 when the short leg member 14 is provided to the foundation beam member 10 in advance by the above-described connecting structure are connected to each other at a substantially right angle, or A substantially U-shaped member can be formed, and the member can be transported to the place where the solar panel 50 is installed. Thereby, the construction time at the installation place is shortened, and as a result, the construction cost can be reduced.
また、基礎梁部材10と、長脚部材12と、架台部材17と、を備え、短脚部材14を備えない場合も、予め基礎梁部材10に、長脚部材12を略直角に連結し、長脚部材12の上端近傍と、基礎梁部材10とに架台部材17を連結して略直角三角形状の部材を構成しておくことが同様に可能である。結果、同様に設置場所での施工時間が短縮され、施工コストを低減し得る。 In addition, when the base beam member 10, the long leg member 12, and the gantry member 17 are provided and the short leg member 14 is not provided, the long leg member 12 is connected to the base beam member 10 at a substantially right angle in advance. Similarly, it is possible to form a substantially right triangular member by connecting the gantry member 17 to the vicinity of the upper end of the long leg member 12 and the base beam member 10. As a result, the construction time at the installation place can be shortened, and the construction cost can be reduced.
尚、図1には太陽光パネル50を3段3列に配設する支持組立体70を例示したが、本発明の別の実施形態に係る太陽光パネル用の支持組立体170の略示図である図6に例示するように、構成部材を適宜増数して連結し、適宜上記中間脚部材16等を備え、上述した連結構造を用いることで、例えば6段3列等、さらに多数の太陽光パネル50を所定の角度に支持し、設置面30に固着する支持組立体170を構成することも可能である。 1 illustrates a support assembly 70 in which the solar panels 50 are arranged in three rows and three rows. However, a schematic view of a support assembly 170 for a solar panel according to another embodiment of the present invention. As illustrated in FIG. 6, the number of constituent members is appropriately increased and connected, and appropriately provided with the intermediate leg member 16 and the like. By using the above-described connection structure, for example, more than six stages and three rows, etc. It is also possible to configure a support assembly 170 that supports the solar panel 50 at a predetermined angle and is fixed to the installation surface 30.
また、図1の支持組立体70や図6の支持組立体170を複数、並列して配置する場合は、支持組立体70(又は170)同士が、図1(b)及び図6(b)に示す、FRP製グレーチング材の廃材料からなる連接用部材28により連結されることが望ましい。 Further, when a plurality of the support assemblies 70 in FIG. 1 and the support assemblies 170 in FIG. 6 are arranged in parallel, the support assemblies 70 (or 170) are connected to each other in FIGS. 1 (b) and 6 (b). It is desirable to connect with the connecting member 28 which consists of a waste material of the grating material made from FRP.
上記により、支持組立体70(又は170)は、連接用部材28により長脚部材12の上部で支持組立体70(又は170)同士が連結されるとともに、基礎梁部材10がコンクリートに埋設されて基礎工40を形成し、設置面30に固着される。結果、太陽光パネル50を、複数の支持組立体70(又は170)を介して、設置面30に強固に固着し得る。 As described above, the support assemblies 70 (or 170) are connected to each other at the upper part of the long leg member 12 by the connecting member 28, and the foundation beam member 10 is embedded in the concrete. A foundation work 40 is formed and fixed to the installation surface 30. As a result, the solar panel 50 can be firmly fixed to the installation surface 30 via the plurality of support assemblies 70 (or 170).
図12は、本発明のさらに別の実施形態に係る、図7(b)に示すような独立基礎240、又は図7(d)に示すような杭基礎440を用いる太陽光パネル用の支持組立体270,370の略示図であり、図12(a)は太陽光パネル50の傾斜を大きくして配設する支持組立体270の側面視図であり、(b)は太陽光パネル50の傾斜を小さくし、かつ設置面30からの高さを低くして配設する支持組立体370の側面視図である。 FIG. 12 shows a support set for a solar panel using an independent foundation 240 as shown in FIG. 7 (b) or a pile foundation 440 as shown in FIG. 7 (d) according to still another embodiment of the present invention. FIGS. 12A and 12B are schematic views of the three-dimensional bodies 270 and 370, FIG. 12A is a side view of the support assembly 270 arranged with a large inclination of the solar panel 50, and FIG. 4 is a side view of a support assembly 370 that is disposed with a small inclination and a low height from the installation surface 30. FIG.
本発明の太陽光パネル用の支持組立体170,270は、ガラス繊維材料で構成され、格子形状に区画された略矩形の板部材(FRP製グレーチング材60)から所望形状を切り出した後の複数の廃材料を用いて構成されるものである。この支持組立体は、上記廃材料の一つの格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものであり、設置状態において、太陽光パネル50は、前後方向に傾斜して配設され、太陽光パネル50の前方又は後方をそれぞれ高さ方向に担持し、上記角棒部材により構成される前方支持部材44と後方支持部材42とを幅方向に離間して備える。さらに、前方支持部材44及び後方支持部材42の下部が、それぞれ独立基礎240又は杭基礎440に連結されて設置面に固着される。 The solar panel support assemblies 170 and 270 of the present invention are made of a glass fiber material, and are a plurality of pieces after a desired shape is cut out from a substantially rectangular plate member (FRP grating material 60) partitioned in a lattice shape. It is comprised using the waste material of. The support assembly is configured by connecting a plurality of square bar members cut out along each side of the lattice shape of the waste material. In the installed state, the solar panel 50 is arranged in the front-rear direction. The solar panel 50 is forwardly or rearwardly supported in the height direction, and the front support member 44 and the rear support member 42 constituted by the rectangular bar members are separated from each other in the width direction. Prepare. Further, the lower portions of the front support member 44 and the rear support member 42 are respectively connected to the independent foundation 240 or the pile foundation 440 and fixed to the installation surface.
また、図12(a)に示すように、支持補強部材46を架台部材17と、前方支持部材44及び/又は後方支持部材42との間等に適宜、追加することで支持組立体170や270の強度を向上させることも可能である。 Further, as shown in FIG. 12A, a support reinforcing member 46 is appropriately added between the gantry member 17 and the front support member 44 and / or the rear support member 42, thereby supporting assemblies 170 and 270. It is also possible to improve the strength.
前方支持部材44や前方支持部材44は、上記角棒部材を適宜連結したり、適切な長さに切り出すことにより、容易にその鉛直方向の寸法を変更することができる。例えば、太陽光パネル50を積雪量の多い地域に設置する場合は、図12(a)に示す支持組立体170のように太陽光パネル50の傾斜を急に設定することで、太陽光パネル50の上面の積雪等を排除することができる。 The front support member 44 and the front support member 44 can be easily changed in size in the vertical direction by appropriately connecting the square bar members or cutting them out to an appropriate length. For example, when the solar panel 50 is installed in an area with a large amount of snow, the solar panel 50 is suddenly set like the support assembly 170 shown in FIG. It is possible to eliminate the snow accumulation on the upper surface of the.
また、太陽光パネル50を風の強い地域に設置する場合は、図12(b)に示す支持組立体270ように太陽光パネル50の傾斜を緩やかにし、また太陽光パネル50の設置高さを低くすることで、風により太陽光パネル50に発生する揚力を抑制することができる。 Further, when the solar panel 50 is installed in a windy area, the inclination of the solar panel 50 is made gentle like the support assembly 270 shown in FIG. 12B, and the installation height of the solar panel 50 is increased. By making it low, lift generated in the solar panel 50 by wind can be suppressed.
上記の結果、太陽光パネル50の発電量を維持しながら、太陽光パネル50を担持する支持組立体170や270を構成する種々部材の強度向上や、支持補強部材46の追加を最低限に抑制することが可能となる。 As a result, while maintaining the power generation amount of the solar panel 50, the strength of various members constituting the support assemblies 170 and 270 carrying the solar panel 50 is improved, and the addition of the support reinforcing member 46 is minimized. It becomes possible to do.
さらに、後方支持部材42や前方支持部材44を、図3に示し上述した係止部材22等を用い、連結部材48を介して独立基礎240や杭基礎440に連結することにより、例えば設置面30の地耐力が弱い等の場合にも、太陽光パネル50を安定させて確実に設置する支持組立体170,270を構成し、独立基礎240や杭基礎440との連結作業を容易に行うことを達成し得る。 Further, by connecting the rear support member 42 and the front support member 44 to the independent foundation 240 and the pile foundation 440 through the connecting member 48 using the locking member 22 shown in FIG. Even in the case where the earth bearing strength is weak, the support assemblies 170 and 270 that stably and reliably install the solar panel 50 are configured, and the connection work with the independent foundation 240 and the pile foundation 440 can be easily performed. Can be achieved.
この結果、太陽光パネル50の設置高さや傾斜角度を、設置箇所の積雪量や風の強さに応じて設定する際、その自由度を向上しながら、支持組立体170,270を構成する部材のコストや、施工コストの上昇を抑制し得る。 As a result, when the installation height and inclination angle of the solar panel 50 are set according to the amount of snow and the wind intensity at the installation location, the members constituting the support assemblies 170 and 270 are improved while improving the degree of freedom. Increase in construction cost and construction cost can be suppressed.
以上、本発明の太陽光パネル用の支持組立体についての実施形態およびその概念について説明してきたが、本発明はこれに限定されるものではなく、特許請求の範囲および明細書等に記載の精神や教示を逸脱しない範囲で他の変形例、改良例が得られることが当業者は理解できるであろう。 As mentioned above, although embodiment and the concept about the support assembly for solar panels of this invention were demonstrated, this invention is not limited to this, The spirit as described in a claim, a description, etc. Those skilled in the art will appreciate that other variations and modifications can be obtained without departing from the teachings and teachings.
10 基礎梁部材
12 長脚部材
14 短脚部材
15 横梁部材
15a 追加して配設される横梁部材
16 中間脚部材
17 架台部材
117a 仮保持突起
20 補強部材
22 係止部材
22a 係止部材の貫通穴
24 ボルト(軸側締結部材)
26 ナット(穴側締結部材)
28 連接用部材
30 設置面
32 ブラケット
33 結合部材
35 パネル固定部材
37 パネル押え部材
37a パネル押え部材の貫通穴
38 補強部材取付け板A
39 補強部材取付け板B
39a 補強部材取付け板Bの追加貫通穴
40 基礎工
140 布基礎
240 独立基礎
340 ベタ基礎
440 杭基礎
42 後方支持部材
44 前方支持部材
46 支持補強部材
48 連結部材
50 太陽光パネル
60 ガラス繊維材料で構成され、格子形状に区画された略矩形の板部材(FRP製グレーチング材)
70 太陽光パネル用の支持組立体
Sh グレーチング材が有する矩形穴部
Sg グレーチング材を構成する格子形状
Sf 格子形状が有する略平板形状
Sr 複数の格子形状で構成される矩形形状
DESCRIPTION OF SYMBOLS 10 Foundation beam member 12 Long leg member 14 Short leg member 15 Lateral beam member 15a Additional lateral beam member 16 Intermediate leg member 17 Mounting member 117a Temporary holding projection 20 Reinforcing member 22 Locking member 22a Through hole of locking member 24 bolt (shaft side fastening member)
26 Nut (Hole-side fastening member)
28 Connecting member 30 Installation surface 32 Bracket 33 Connecting member 35 Panel fixing member 37 Panel pressing member 37a Through hole of panel pressing member 38 Reinforcing member mounting plate A
39 Reinforcing member mounting plate B
39a Additional through hole of reinforcing member mounting plate B 40 Foundation work 140 Cloth foundation 240 Independent foundation 340 Solid foundation 440 Pile foundation 42 Rear support member 44 Front support member 46 Support reinforcement member 48 Connecting member 50 Solar panel 60 Glass fiber material A substantially rectangular plate member (FRP grating material) partitioned into a lattice shape
70 Support assembly for solar panel Sh Rectangular hole portion of the grating material Sg Lattice shape constituting the grating material Sf Substrate shape of the lattice shape Sr Rectangular shape constituted by a plurality of lattice shapes
Claims (11)
該支持組立体は、前記廃材料の一つの格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものであり、
少なくとも前記角棒部材は、
太陽光パネルの設置状態における幅方向に少なくとも2本互いに離間して配設されて前記支持組立体の土台を構成する基礎梁部材と、
少なくとも前記基礎梁部材の後端近傍に連結され、鉛直方向に延びて太陽光パネルを高さ方向に持ち上げる長脚部材と、
前記長脚部材の間隔を決定し前記長脚部材同士を幅方向に固定する少なくとも1本の補強部材と、
を備え、
少なくとも前記基礎梁部材の鉛直下方の一部が、コンクリートに埋設されて設置面に固着される、
ことを特徴とする太陽光パネル用の支持組立体。 It is a support assembly for a solar panel using a plurality of waste materials after cutting out a desired shape from a substantially rectangular plate member made of glass fiber material and partitioned in a lattice shape,
The support assembly is configured by connecting a plurality of square bar members cut out along each side of one lattice shape of the waste material,
At least the square bar member is
A foundation beam member which is disposed at least two apart in the width direction in the installed state of the solar panel and constitutes the base of the support assembly;
A long leg member connected at least in the vicinity of the rear end of the foundation beam member and extending in the vertical direction to lift the solar panel in the height direction;
At least one reinforcing member that determines an interval between the long leg members and fixes the long leg members in the width direction; and
With
At least a portion of the foundation beam member vertically below is embedded in concrete and fixed to the installation surface.
A support assembly for a solar panel.
ことを特徴とする請求項1に記載の太陽光パネル用の支持組立体。 The reinforcing member is at least one between the long leg members, at least one between the cross beam members that are connected to each other in the width direction of the long leg member, or the long leg member and the cross beam member. Arranged in an oblique direction in any state of at least two between
The support assembly for solar panels of Claim 1 characterized by the above-mentioned.
前記矩形穴部の開口面積の大きい面側からそれぞれの前記角棒部材の前記矩形穴部へ貫通穴を有する係止部材を嵌入し、
前記角棒部材を前記矩形穴部の開口面積の小さい面同士が対向するように配設し、
それぞれの角棒部材に配設される前記係止部材をそれぞれの貫通穴を介してボルト・ナット締結されることにより前記角棒部材同士が連結される、
ことを特徴とする請求項2に記載の太陽光パネル用の支持組立体。 The grid-shaped section formed on the square bar member is a rectangular hole formed by a side wall having a draft, and the rectangular bar members are connected to each other using the rectangular hole part.
A locking member having a through hole is inserted into the rectangular hole portion of each of the square bar members from the surface side having a large opening area of the rectangular hole portion,
The square bar member is disposed so that the surfaces having a small opening area of the rectangular hole portion face each other,
The square bar members are connected to each other by fastening the bolts and nuts through the through holes to the locking members disposed on the square bar members.
The support assembly for a solar panel according to claim 2 .
ことを特徴とする請求項3に記載の太陽光パネル用の支持組立体。 The connection between the square bar members using the locking member can be connected at a substantially right angle between the square bar members by performing at least two sections of the square bar member.
The support assembly for a solar panel according to claim 3.
ことを特徴とする請求項1又は2に記載の太陽光パネル用の支持組立体。 The solar panel support assembly is connected to the vicinity of the front end of the foundation beam member, and includes a short leg member that is shorter than the long leg member and extends in the vertical direction to lift the solar panel in the height direction.
The support assembly for a solar panel according to claim 1 or 2, wherein the support assembly is for solar panels.
ことを特徴とする請求項5に記載の太陽光パネル用の支持組立体。 The support assembly for the solar panel is spanned from the vicinity of the upper end of the long leg member to the vicinity of the upper end of the short leg member, and is spaced apart from each other in the width direction along the inclination direction of the solar panel. Is provided with a gantry member that supports the bottom surface of the solar panel,
The support assembly for a solar panel according to claim 5.
ことを特徴とする請求項6に記載の太陽光パネル用の支持組立体。 The gantry member has a temporary holding protrusion that protrudes from one side of the lattice shape of the waste material on the surface facing the solar panel, and temporarily fixes the solar panel.
The support assembly for a solar panel according to claim 6.
ことを特徴とする請求項6に記載の太陽光パネル用の支持組立体。 The solar panel support assembly includes at least two lattice-shaped outer peripheries adjacent to the rectangular shape of the waste material, a substantially rectangular shape formed of at least three sides, and two sides constituting the substantially rectangular shape And a substantially flat panel shape extending from both sides and projecting, and by fixing the panel fixing member to the side surface of the gantry member, the inclination direction between the solar panels Is determined, and the solar panel can be fixed to the gantry member.
The support assembly for a solar panel according to claim 6 .
ことを特徴とする請求項1又は2に記載の太陽光パネル用の支持組立体。 The support assembly for the solar panel extends from the two sides constituting the substantially U-shape to both outer sides and the substantially U-shape formed by three lattice-shaped one sides of the waste material. And a substantially convex panel presser member configured to project, and fixing the panel presser member to the upper surface of the gantry member, the interval in the inclination direction of the solar panels is determined, A solar panel can be fixed to the gantry member,
The support assembly for a solar panel according to claim 1 or 2, wherein the support assembly is for solar panels.
前記補強部材取付け板の貫通穴と、
前記角棒部材の前記矩形穴部に嵌入された前記係止部材が有する貫通穴と、を介してボルト・ナット締結されることにより前記補強部材と前記横梁部材、及び/又は前記長脚部材とが連結可能である、
ことを特徴とする請求項3に記載の太陽光パネル用の支持組立体。 The reinforcing member made of the square bar member, the cross beam member, and / or the long leg member uses a reinforcing member mounting plate having a through hole,
A through hole in the reinforcing member mounting plate;
The bolts and nuts are fastened with bolts and nuts through the through holes of the locking members fitted into the rectangular hole portions of the square bar members, and the reinforcing members, the cross beam members, and / or the long leg members Are connectable,
The support assembly for a solar panel according to claim 3.
該支持組立体は、前記廃材料の一つの格子形状の各辺に沿って切り出した複数の角棒部材を連結して構成されるものであり、
設置状態において、太陽光パネルは、前後方向に傾斜して配設され、
太陽光パネルの前方又は後方をそれぞれ高さ方向に担持し、前記角棒部材により構成される前方支持部材と後方支持部材とを幅方向に離間して備え、
さらに、前記前方支持部材及び後方支持部材の下部が、それぞれ独立基礎又は杭基礎に連結されて設置面に固着される、
ことを特徴とする太陽光パネル用の支持組立体。 It is a support assembly for a solar panel using a plurality of waste materials after cutting out a desired shape from a substantially rectangular plate member made of glass fiber material and partitioned in a lattice shape,
The support assembly is configured by connecting a plurality of square bar members cut out along each side of one lattice shape of the waste material,
In the installed state, the solar panels are arranged inclined in the front-rear direction,
The front or back of the solar panel is carried in the height direction, and the front support member and the rear support member configured by the square bar members are provided separately in the width direction,
Furthermore, the lower portions of the front support member and the rear support member are respectively connected to the independent foundation or the pile foundation and fixed to the installation surface.
A support assembly for a solar panel.
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