JP5968190B2 - Construction method of the mount - Google Patents

Construction method of the mount Download PDF

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JP5968190B2
JP5968190B2 JP2012237335A JP2012237335A JP5968190B2 JP 5968190 B2 JP5968190 B2 JP 5968190B2 JP 2012237335 A JP2012237335 A JP 2012237335A JP 2012237335 A JP2012237335 A JP 2012237335A JP 5968190 B2 JP5968190 B2 JP 5968190B2
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column
frame portion
support
frame
ring
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JP2014084700A (en
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真知子 安川
真知子 安川
直樹 藤永
直樹 藤永
宜伸 柴田
宜伸 柴田
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Taisei Corp
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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、架台に関する。詳しくは、太陽光パネルを支持する架台に関する。   The present invention relates to a gantry. In detail, it is related with the mount frame which supports a solar panel.

従来より、太陽光の光エネルギを用いて電気を発生させる太陽光パネルが知られている（特許文献１参照）。この太陽光パネルは、広大な土地に最も発電効率のよい角度で傾斜して設置される。   Conventionally, a solar panel that generates electricity by using light energy of sunlight is known (see Patent Document 1). This solar panel is installed on a vast land with an inclination at the most efficient power generation efficiency.

このような太陽光パネルを支持するため、例えば、以下のような架台が提案されている（特許文献１参照）。
すなわち、太陽光パネルが搭載される矩形状の桟と、この桟を支持する複数の支持部と、を備える。
桟は、桁行方向に延びる複数本の横桟と、梁間方向に延びる複数本の縦桟とを格子状に組み合わせて構成される。また、この桟は、桁行方向の横桟が略水平で、かつ、梁間方向の縦桟の一端側が他端側よりも低くなるように傾斜している。 In order to support such a solar panel, for example, the following mount has been proposed (see Patent Document 1).
That is, a rectangular bar on which the solar panel is mounted and a plurality of support parts that support the bar are provided.
The crosspiece is configured by combining a plurality of horizontal crosspieces extending in the column direction and a plurality of vertical crosspieces extending in the interbeam direction in a lattice shape. In addition, this beam is inclined so that the horizontal beam in the column direction is substantially horizontal and one end side of the vertical beam in the inter-beam direction is lower than the other side.

支持部は、平坦な敷地に複数並んで設置されている。各支持部は、略鉛直に延びて上端で桟に接続されるＨ鋼からなる１本の支柱と、この支柱を挟んで設けられて支柱の下端側から斜めに延びて桟に接続される断面ハット形状の鋼材からなる一対のアームと、を備える。ここで、各支持部の支柱および一対のアームは、１本の縦桟に連結される。これにより、支柱および一対のアームは、一直線上に配置されることになる。   A plurality of support portions are installed side by side on a flat site. Each support portion extends substantially vertically and has a single column made of H steel connected to the beam at the upper end, and a cross section provided across the column and extending obliquely from the lower end side of the column and connected to the beam And a pair of arms made of a hat-shaped steel material. Here, the support column and the pair of arms of each support portion are connected to one vertical rail. Thereby, a support | pillar and a pair of arm will be arrange | positioned on a straight line.

この架台では、各支持部の支柱および一対のアームならびにこれらが接続される１本の縦残とでトラスが構成されるため、太陽光パネルを安定的に支持できる。   In this gantry, since the truss is composed of the support columns and the pair of arms and one vertical residue to which these are connected, the solar panel can be stably supported.

特開２０１１−２２００９６号公報JP 2011-220096 A

しかしながら、以上の架台では複数の支持部が必要となるため、敷地が狭小で不陸が大きい場合には、架台を設置できないおそれがあった。   However, since the above-described frame requires a plurality of support portions, there is a possibility that the frame cannot be installed when the site is small and the land is large.

本発明は、敷地が狭小で不陸が大きい場合でも設置可能な架台の構築方法を提供することを目的とする。 An object of the present invention is to provide a method for constructing a gantry that can be installed even when the site is small and uneven.

請求項１に記載の架台（例えば、後述の架台１）の構築方法は、太陽光パネル（例えば、後述の太陽光パネル２）を支持する架台であって、前記太陽光パネルが載置される面状の枠部（例えば、後述の枠部１０）と、地表面から上方に延びて前記枠部を支持する単一の支持部（例えば、後述の支持部２０）と、を備え、前記枠部は、桁行方向に延びる複数の桁行部材（例えば、後述の桁行部材１１）と、当該桁行部材に交差して梁間方向に延びる複数の梁間部材（例えば、後述の梁間部材１２）と、を備え、前記支持部は、地表に突出して前記枠部に連結される柱状の支柱（例えば、後述の支柱２１）と、当該支柱から上方に延びて前記枠部に連結される少なくとも２本の方杖（例えば、後述の方杖２２）と、を備え、前記支柱および前記方杖と前記枠部との連結点（例えば、後述の連結点１３Ａ、１３Ｂ）は、多角形状に配置され、前記支柱の所定の高さ位置には、当該支柱の周囲を囲む環状のリング（例えば、後述のリングジョイント２３）が取り付けられ、前記方杖の下端部は、当該リングに連結され、前記支柱を地盤に打ち込む手順と、当該支柱に前記リングを取り付ける手順と、前記リングに前記方杖を取り付けて、当該方杖上に前記枠部を載せて当該方杖と接合する手順と、当該枠部上に前記太陽光パネルを設置する手順と、を備えることを特徴とする。 The construction method for a gantry (for example, a gantry 1 described later) according to claim 1 is a gantry for supporting a solar panel (for example, a solar panel 2 described later), on which the solar panel is placed. A planar frame portion (for example, a frame portion 10 described later) and a single support portion (for example, a support portion 20 described later) that extends upward from the ground surface and supports the frame portion. The section includes a plurality of beam members (for example, a column member 11 described later) extending in the column direction and a plurality of inter-beam members (for example, a beam member 12 described later) that intersect with the column members and extend in the beam direction. The support portion includes a columnar column (for example, a column 21 described later) that protrudes from the ground surface and is connected to the frame portion, and at least two wands that extend upward from the column and are connected to the frame portion. (For example, a cane 22 to be described later) And a connection point (for example, connection points 13A and 13B described later) between the frame and the frame portion are arranged in a polygonal shape, and an annular ring (for example, surrounding the periphery of the column) is disposed at a predetermined height position of the column. A ring joint 23), which will be described later, is attached, and a lower end portion of the cane is connected to the ring, and a procedure for driving the support column into the ground, a procedure for attaching the ring to the support column, It is provided with the procedure which attaches and mounts the said frame part on the said cane, and joins with the said cane, and the procedure which installs the said solar panel on the said frame part, It is characterized by the above-mentioned.

この発明によれば、各支持部において、枠部、支柱、および方杖で立体トラスを構成する。すなわち、この立体トラスは、リングを頭頂点とし、支柱および方杖と枠部との連結点からなる多角形を底面とする多角錐を構成し、この多角錐を上下逆さにした形状となる。よって、太陽光パネルを安定的に支持できるとともに、梁間方向の荷重のみならず、桁行方向を含めた全ての方向の荷重に対しても、十分に抵抗できる。
また、支持部を単一としたので、敷地が狭小で不陸が大きい場合でも設置可能である。 According to this invention, in each support part, a solid truss is comprised with a frame part, a support | pillar, and a cane. That is, this solid truss forms a polygonal pyramid having a ring as a top vertex and a polygon formed by a connection point between the column and the cane and the frame, and the polygonal pyramid is turned upside down. Therefore, the solar panel can be stably supported, and it can sufficiently resist not only the load in the beam-to-beam direction but also the load in all directions including the beam direction.
In addition, since the supporting portion is single, it can be installed even when the site is small and the unevenness is large.

請求項２に記載の架台の構築方法は、前記リングには、外周に沿って所定間隔おきに複数の貫通孔（例えば、後述の貫通孔２３１）が形成されており、前記方杖の下端部は、前記複数の貫通孔の中から適宜選択したものに挿通されて固定されることを特徴とする。 In the method for constructing the gantry according to claim 2, a plurality of through holes (for example, through holes 231 described later) are formed at predetermined intervals along the outer periphery of the ring, and the lower end of the cane Is inserted into and fixed to one appropriately selected from the plurality of through holes.

この発明によれば、リングの外周に沿って貫通孔を所定間隔おきに設けたので、方杖とリングとの連結箇所を適宜変更することで、方杖の本数を自在に増減できる。   According to the present invention, since the through holes are provided at predetermined intervals along the outer periphery of the ring, the number of the canes can be freely increased or decreased by appropriately changing the connecting portion between the cane and the ring.

本発明によれば、各支持部において、枠部、支柱、および方杖で立体トラスを構成する。すなわち、この立体トラスは、リングを頭頂点とし、支柱および方杖と枠部との連結点からなる多角形を底面とする多角錐を構成し、この多角錐を上下逆さにした形状となる。よって、太陽光パネルを安定的に支持できるとともに、梁間方向の荷重のみならず、桁行方向を含めた全ての方向の荷重に対しても、十分に抵抗できる。また、支持部を単一としたので、敷地が狭小で不陸が大きい場合でも設置可能である。   According to the present invention, the three-dimensional truss is configured by the frame portion, the support column, and the cane in each support portion. That is, this solid truss forms a polygonal pyramid having a ring as a top vertex and a polygon formed by a connection point between the column and the cane and the frame, and the polygonal pyramid is turned upside down. Therefore, the solar panel can be stably supported, and it can sufficiently resist not only the load in the beam-to-beam direction but also the load in all directions including the beam direction. In addition, since the supporting portion is single, it can be installed even when the site is small and the unevenness is large.

本発明の第１実施形態に係る架台の斜視図である。It is a perspective view of the mount frame concerning a 1st embodiment of the present invention. 前記実施形態に係る架台の側面図である。It is a side view of the mount frame concerning the embodiment. 本発明の第２実施形態に係る架台の斜視図である。It is a perspective view of the mount frame concerning a 2nd embodiment of the present invention. 前記実施形態に係る架台の側面図である。It is a side view of the mount frame concerning the embodiment.

以下、本発明の実施形態を図面に基づいて説明する。なお、以下の実施形態の説明にあたって、同一構成要件については同一符号を付し、その説明を省略もしくは簡略化する。
〔第１実施形態〕
図１は、本発明の第１実施形態に係る架台１の斜視図であり、図２は、架台１の側面図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the following description of the embodiments, the same constituent elements are denoted by the same reference numerals, and the description thereof is omitted or simplified.
[First Embodiment]
FIG. 1 is a perspective view of a gantry 1 according to the first embodiment of the present invention, and FIG. 2 is a side view of the gantry 1.

架台１は、太陽光パネル２を支持するものであり、太陽光パネル２が載置される面状の枠部１０と、地表面から上方に延びて枠部１０を支持する単一の支持部２０と、を備える。   The gantry 1 supports the solar panel 2, a planar frame portion 10 on which the solar panel 2 is placed, and a single support portion that extends upward from the ground surface and supports the frame portion 10. 20.

枠部１０は、桁行方向（図１中Ｘ方向）に延びる複数本の桁行部材１１と、これら桁行部材１１に略直交して梁間方向（図１、図２中Ｙ方向）に延びる複数本の梁間部材１２と、を備える。桁行部材１１と梁間部材１２とは、田の字形状に配置されている。   The frame portion 10 includes a plurality of beam members 11 extending in the column direction (X direction in FIG. 1), and a plurality of lines members extending in the beam-to-beam direction (Y direction in FIGS. 1 and 2) substantially perpendicular to the beam members 11. And an inter-beam member 12. The girder member 11 and the interbeam member 12 are arranged in a square shape.

各支持部２０は、地表面に露出した円筒柱状の支柱２１と、この支柱２１から上方に延びて枠部１０に連結される４本の方杖２２と、を備える。   Each support portion 20 includes a cylindrical columnar column 21 exposed on the ground surface, and four wands 22 extending upward from the column 21 and connected to the frame unit 10.

支柱２１は円筒形状であり、地盤に打ち込まれている。また、この支柱２１の上端面は、枠部１０の桁行部材１１と梁間部材１２との交点に連結されている。この支柱２１と枠部１０との連結箇所を連結点１３Ａとすると、連結点１３Ａは、枠部１０の中央に位置している。   The support column 21 has a cylindrical shape and is driven into the ground. In addition, the upper end surface of the support column 21 is connected to the intersection of the cross member 11 and the interbeam member 12 of the frame portion 10. Assuming that the connecting portion between the support column 21 and the frame portion 10 is a connecting point 13A, the connecting point 13A is located at the center of the frame portion 10.

４本の方杖２２は、同一の断面形状であり、これら方杖２２の上端部は、枠部１０の桁行部材１１と梁間部材１２との交点に連結されている。この方杖２２と枠部１０との連結箇所を連結点１３Ｂとすると、連結点１３Ｂは、枠部１０の四隅に位置している。
一方、方杖２２の下端部は、支柱２１の所定の高さ位置に連結されている。 The four canes 22 have the same cross-sectional shape, and the upper ends of these canes 22 are connected to the intersections between the beam members 11 and the interbeam members 12 of the frame 10. Assuming that the connection point between the wand 22 and the frame portion 10 is a connection point 13B, the connection points 13B are located at the four corners of the frame portion 10.
On the other hand, the lower end portion of the cane 22 is connected to a predetermined height position of the support column 21.

支柱２１の所定の高さ位置には、この支柱２１の周囲を囲む円環状のリングジョイント２３が取り付けられている。方杖２２の下端部は、リングジョイント２３の外周に沿って等間隔おきに連結されている。
具体的には、リングジョイント２３には、外周に沿って所定間隔おきに複数の貫通孔２３１が形成されており、方杖２２の下端部は、これら複数の貫通孔２３１の中から適宜選択したものに挿通されて固定されている。 An annular ring joint 23 surrounding the periphery of the column 21 is attached to the column 21 at a predetermined height position. The lower end of the cane 22 is connected along the outer periphery of the ring joint 23 at regular intervals.
Specifically, the ring joint 23 is formed with a plurality of through holes 231 at predetermined intervals along the outer periphery, and the lower end portion of the wand 22 is appropriately selected from the plurality of through holes 231. It is inserted and fixed in the object.

また、桁行部材１１、梁間部材１２、支柱２１、およびこれら４本の方杖２２で立体トラスを構成する。すなわち、この立体トラスは、リングジョイント２３を頭頂点とし、方杖２２の連結点１３Ｂからなる長方形を底面とする四角錐を構成して、この四角錐を上下逆さにした形状となる。   Moreover, a three-dimensional truss is comprised with the beam member 11, the beam member 12, the support | pillar 21, and these four canes 22. In other words, this solid truss has a quadrangular pyramid with the ring joint 23 as the head apex and a rectangular shape composed of the connecting point 13B of the cane 22 as the bottom, and the quadrangular pyramid is turned upside down.

以上の架台１は、例えば以下の手順で構築される。
まず、支柱２１を地盤に打ち込んで、その後、この支柱２１にリングジョイント２３を取り付ける。次に、リングジョイント２３に４本の方杖２２を取り付けて、これら方杖２２上に枠部１０を載せて方杖２２と接合し、その後、枠部１０上に太陽光パネル２を設置する。 The above gantry 1 is constructed in the following procedure, for example.
First, the support column 21 is driven into the ground, and then the ring joint 23 is attached to the support column 21. Next, four wands 22 are attached to the ring joint 23, the frame portion 10 is placed on the wands 22 and joined to the wand 22, and then the solar panel 2 is installed on the frame portion 10. .

本実施形態によれば、以下のような効果がある。
（１）各支持部２０において、枠部１０、支柱２１、および４本の方杖２２で立体トラスを構成する。よって、太陽光パネルを安定的に支持できるとともに、梁間方向の荷重のみならず、桁行方向を含めた全ての方向の荷重に対しても、十分に抵抗できる。
また、支持部２０を単一としたので、敷地が狭小で不陸が大きい場合でも設置可能である。 According to this embodiment, there are the following effects.
(1) In each support part 20, the frame part 10, the support | pillar 21, and the four canes 22 comprise a solid truss. Therefore, the solar panel can be stably supported, and it can sufficiently resist not only the load in the beam-to-beam direction but also the load in all directions including the beam direction.
Moreover, since the support part 20 was single, even if a site is narrow and unevenness is large, it can be installed.

（２）リングジョイント２３の外周に沿って貫通孔２３１を所定間隔おきに設けたので、方杖２２とリングジョイント２３との連結箇所を適宜変更することで、方杖２２の本数を自在に増減できる。   (2) Since the through-holes 231 are provided at predetermined intervals along the outer periphery of the ring joint 23, the number of the cane 22 can be freely increased or decreased by appropriately changing the connecting portion between the cane 22 and the ring joint 23. it can.

（３）支柱２１および各方杖２２を桁行部材１１と梁間部材１２との交点である連結点１３Ｂに連結したので、架台１の剛性を向上できる。   (3) Since the column 21 and each cane 22 are connected to the connection point 13B, which is the intersection of the beam member 11 and the interbeam member 12, the rigidity of the gantry 1 can be improved.

（４）各支持部２０における４本の方杖２２の断面形状を略同一とした。よって、方杖２２の部材の種類を少なくできるから、施工コストを低減できるうえに、方杖に用いる部材の品質管理が容易となる。
また、各支持部の４本の方杖２２について、枠部１０に連結される仕口の形状を統一でき、製作コストをさらに低減できる。 (4) The cross-sectional shapes of the four canes 22 in each support portion 20 are substantially the same. Therefore, since the kind of member of the cane 22 can be reduced, the construction cost can be reduced and the quality control of the member used for the cane becomes easy.
Moreover, the shape of the joint connected with the frame part 10 can be unified about the four canes 22 of each support part, and manufacturing cost can further be reduced.

〔第２実施形態〕
図３は、本発明の第２実施形態に係る架台１Ａの斜視図であり、図２は、架台１Ａの側面図である。 [Second Embodiment]
FIG. 3 is a perspective view of a gantry 1A according to the second embodiment of the present invention, and FIG. 2 is a side view of the gantry 1A.

本実施形態では、方杖の本数が２本である点が、第１実施形態と異なる。
すなわち、支柱２１の上端面は、枠部１０の桁行部材１１と梁間部材１２との交点に連結されている。この支柱２１と枠部１０との連結箇所を連結点１３Ａとすると、連結点１３Ａは、枠部１０の外周の四辺のうちの一辺の中央に位置している。 This embodiment is different from the first embodiment in that the number of wands is two.
That is, the upper end surface of the support column 21 is connected to the intersection of the cross member 11 and the interbeam member 12 of the frame portion 10. Assuming that a connection point between the support column 21 and the frame portion 10 is a connection point 13A, the connection point 13A is located at the center of one of the four sides on the outer periphery of the frame portion 10.

また、方杖２２の上端部は、枠部１０の桁行部材１１と梁間部材１２との交点に連結されている。この方杖２２と枠部１０との連結箇所を連結点１３Ｂとすると、連結点１３Ｂは、枠部１０の連結点１３Ａから離れた２つの角部に位置している。   Further, the upper end portion of the cane 22 is connected to the intersection of the cross member 11 and the interbeam member 12 of the frame portion 10. Assuming that the connection point between the cane 22 and the frame portion 10 is a connection point 13B, the connection point 13B is located at two corners away from the connection point 13A of the frame portion 10.

本実施形態においても、桁行部材１１、梁間部材１２、支柱２１、およびこれら２本の方杖２２で立体トラスを構成する。すなわち、この立体トラスは、リングジョイント２３を頭頂点とし、支柱２１の連結点１３Ａおよび方杖２２の連結点１３Ｂからなる三角形を底面とする三角錐を構成して、この三角錐を上下逆さにした形状となる。   Also in this embodiment, the beam member 11, the beam member 12, the support column 21, and these two canes 22 constitute a three-dimensional truss. In other words, this three-dimensional truss forms a triangular pyramid with the ring joint 23 as the head apex and a triangle composed of the connecting point 13A of the support column 21 and the connecting point 13B of the wand 22 as the bottom, and the triangular pyramid is turned upside down. It becomes the shape.

本実施形態によれば、上述の（１）〜（４）と同様の効果がある。   According to this embodiment, there are the same effects as the above-mentioned (1) to (4).

なお、本発明は前記実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、上述の各実施形態では、支持部２０を構成する方杖２２の本数を４本あるいは２本としたが、これに限らず、３本としてもよいし、あるいは５本以上としてもよい。 It should be noted that the present invention is not limited to the above-described embodiment, and modifications, improvements, etc. within a scope that can achieve the object of the present invention are included in the present invention.
For example, in each of the embodiments described above, the number of wands 22 constituting the support portion 20 is four or two. However, the number is not limited to this, and may be three, or may be five or more.

また、上述の各実施形態では、支柱２１を円筒柱状としたが、これに限らず、支柱の断面形状は特に限定されない。
また、桁行部材１１、梁間部材１２、および方杖２２について、断面形状は特に限定されない。 Moreover, in each above-mentioned embodiment, although the support | pillar 21 was made into the cylindrical column shape, it is not restricted to this, The cross-sectional shape of a support | pillar is not specifically limited.
In addition, the cross-sectional shape of the cross member 11, the inter-beam member 12, and the cane 22 is not particularly limited.

１、１Ａ…架台
２…太陽光パネル
１０…枠部
１１…桁行部材
１２…梁間部材
１３Ａ、１３Ｂ…連結点
２０…支持部
２１…支柱
２２…方杖
２３…リングジョイント（リング）
２３１…貫通孔 DESCRIPTION OF SYMBOLS 1, 1A ... Base 2 ... Solar panel 10 ... Frame part 11 ... Girder member 12 ... Interbeam member 13A, 13B ... Connection point 20 ... Supporting part 21 ... Column 22 ... A cane 23 ... Ring joint (ring)
231 ... through hole

Claims (2)

太陽光パネルを支持する架台の構築方法であって、
前記太陽光パネルが載置される面状の枠部と、地表面から上方に延びて前記枠部を支持する単一の支持部と、を備え、
前記枠部は、桁行方向に延びる複数の桁行部材と、当該桁行部材に略直交して梁間方向に延びる複数の梁間部材と、を備え、
前記支持部は、地表に突出して前記枠部に連結される柱状の支柱と、当該支柱から上方に延びて前記枠部に連結される少なくとも２本の方杖と、を備え、
前記支柱および前記方杖と前記枠部との連結点は、多角形状に配置され、
前記支柱の所定の高さ位置には、当該支柱の周囲を囲む環状のリングが取り付けられ、
前記方杖の下端部は、当該リングに連結され、
前記支柱を地盤に打ち込む手順と、
当該支柱に前記リングを取り付ける手順と、
前記リングに前記方杖を取り付けて、当該方杖上に前記枠部を載せて当該方杖と接合する手順と、
当該枠部上に前記太陽光パネルを設置する手順と、を備えることを特徴とする架台の構築方法。 A construction method of a gantry supporting a solar panel,
A planar frame portion on which the solar panel is placed, and a single support portion that extends upward from the ground surface and supports the frame portion,
The frame portion includes a plurality of beam members extending in the column direction, and a plurality of beam members extending in the beam direction substantially orthogonal to the column members,
The support portion includes a columnar column that protrudes from the ground surface and is connected to the frame portion, and at least two wands that extend upward from the column and are connected to the frame portion.
The connection point between the column and the cane and the frame is arranged in a polygonal shape,
At a predetermined height position of the support column, an annular ring surrounding the periphery of the support column is attached,
The lower end of the wand is connected to the ring ,
A procedure for driving the support column into the ground;
Attaching the ring to the column;
A procedure for attaching the wand to the ring, placing the frame portion on the wand and joining the wand,
Method for constructing a frame, characterized in that it comprises a step of installing the solar panel to the frame portion. 前記リングには、外周に沿って所定間隔おきに複数の貫通孔が形成されており、
前記方杖の下端部は、前記複数の貫通孔の中から適宜選択したものに挿通されて固定されることを特徴とする請求項１に記載の架台の構築方法。 A plurality of through holes are formed in the ring at predetermined intervals along the outer periphery,
The method for constructing a pedestal according to claim 1, wherein the lower end portion of the cane is inserted and fixed through an appropriate selection from among the plurality of through holes.
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