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JP2022138000A - Reinforcing member and method for solar cell panel frame - Google Patents

Reinforcing member and method for solar cell panel frame Download PDF

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JP2022138000A
JP2022138000A JP2021037759A JP2021037759A JP2022138000A JP 2022138000 A JP2022138000 A JP 2022138000A JP 2021037759 A JP2021037759 A JP 2021037759A JP 2021037759 A JP2021037759 A JP 2021037759A JP 2022138000 A JP2022138000 A JP 2022138000A
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shaft
orientation
grip
respect
adjustable
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誠 叶野
Makoto Kanano
清和 久永
Kiyokazu Hisanaga
祐希 大熊
Yuki Okuma
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Toshiba Plant Systems and Services Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

Figure 2022138000000001

【課題】太陽電池パネル用の架台を補強する際の手間を効果的に軽減できる補強部材の提供。
【解決手段】一実施の形態によれば、補強部材10は、軸材20と、軸材20の一端に設けられ且つ太陽電池パネル用の架台の一部との連結部30Aを有する掴み部30と、を備え、軸材20が長さ調節可能であるか、及び/又は、掴み部30が軸材20に対する向きを調節可能である。そして、補強部材10は、太陽電池パネルの荷重の一部を掴み部30から軸材20を介して架台の設置面に伝達させる。
【選択図】図2

Figure 2022138000000001

An object of the present invention is to provide a reinforcing member that can effectively reduce labor when reinforcing a stand for a solar battery panel.
A reinforcing member (10) includes a shaft (20) and a gripping portion (30) provided at one end of the shaft (20) and having a connecting portion (30A) to a part of a mounting frame for a solar panel. , wherein the shaft 20 is adjustable in length and/or the gripping portion 30 is adjustable in orientation relative to the shaft 20 . The reinforcing member 10 transmits part of the load of the solar cell panel from the gripping portion 30 to the installation surface of the pedestal via the shaft member 20 .
[Selection drawing] Fig. 2

Description

本発明の実施の形態は、太陽電池パネル用架台の補強部材及び方法に関する。 TECHNICAL FIELD Embodiments of the present invention relate to a reinforcing member and method for a stand for a solar panel.

地上設置型の太陽電池発電システムは、通常、太陽電池パネルと、太陽電池パネルを支持する架台と、を備える。このようなシステムにおける架台は、一般に、基礎(設置面)から立ち上がる複数の支柱と、複数の支柱に跨がるように設けられて水平方向に対し傾斜する縦桟と、縦桟と交差する方向に延びる横桟と、を有する。 A ground-mounted solar cell power generation system usually includes a solar cell panel and a mount that supports the solar cell panel. The pedestal in such a system generally consists of a plurality of pillars rising from the foundation (installation surface), a vertical beam provided so as to straddle the multiple pillars and inclined with respect to the horizontal direction, and a vertical beam in a direction intersecting the vertical beams. and a rung extending to the

上記のタイプの架台では、複数の支柱に、高さが互いに異なる例えば二種の支柱でなるペアが2つ以上含まれる。そして、ペアをなす支柱のそれぞれに縦桟が跨がるように設けられて、縦桟は水平方向に対して傾斜する。そして、互い異なる縦桟間に複数の横桟が跨がるように設けられ、太陽電池パネルは複数の横桟上に配置される。 In the type of cradle described above, the plurality of struts includes two or more pairs of, for example, two types of struts having different heights. A vertical bar is provided so as to straddle each of the paired columns, and the vertical bar is inclined with respect to the horizontal direction. A plurality of horizontal bars are provided so as to straddle different vertical bars, and the solar cell panels are arranged on the plurality of horizontal bars.

特開2017-17987号公報JP 2017-17987 A 特開2016-178847号公報JP 2016-178847 A

上記架台には、積雪時の安全性を考慮した軒先耐荷重が設定される場合があるが、この軒先耐荷重は、積雪量等を考慮して、より大きい値に改定されることがある。 In some cases, the eaves load capacity is set for the above-mentioned frame considering the safety during snowfall.

上記のように軒先耐荷重が大きい値に改訂された場合、既設の太陽電池発電システムは、必ずしも全てが改訂後の軒先耐荷重を充足できるとは言えない。この際の対策として、まず、除雪が考えられる。また、既設の架台を補強するという対策も考えられる。 When the eaves withstand load is revised to a larger value as described above, it cannot be said that all the existing solar cell power generation systems can satisfy the revised eaves withstand load. As a countermeasure in this case, first of all, snow removal is conceivable. Another possible measure is to reinforce the existing pedestal.

しかしながら、太陽電池発電システムは、丘陵地等の必ずしもアクセスが良好ではない場所に設置され得る。そのため、除雪が困難なことがある。また、除雪は所望の軒先耐荷重を得るための本質的な対策とは言えない。 However, photovoltaic power generation systems may be installed in locations that are not always easily accessible, such as hilly areas. Therefore, snow removal can be difficult. Moreover, it cannot be said that snow removal is an essential measure for obtaining the desired eave load resistance.

一方、架台を補強する場合でも、太陽電池発電システムの設置場所が丘陵地等であったり、雪深い場所であったりすると、補強用の部材の搬送や、当該部材の設置に非常に手間がかかる。また、架台における縦桟及び横桟の高さ位置や傾斜角度は設置場所に応じて変化し得るため、補強用の部材の選定やサイズ調節が必要となる場合もある。そのため、補強作業も決して容易とは言えない。 On the other hand, even when reinforcing the mounting frame, if the installation location of the solar cell power generation system is a hilly area or a place with deep snow, it takes a lot of time and effort to transport and install the reinforcing members. . Moreover, since the height positions and inclination angles of the vertical beams and horizontal beams of the frame may change depending on the installation location, it may be necessary to select reinforcing members and adjust the sizes. Therefore, the reinforcement work is by no means easy.

本発明は上記実情を考慮してなされたものであり、太陽電池パネル用の架台を補強する際の手間を効果的に軽減できる太陽電池パネル用架台の補強部材方法を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a method of reinforcing members for a solar cell panel frame that can effectively reduce labor when reinforcing a solar cell panel frame. .

一実施の形態において、太陽電池パネル用架台の補強部材は、軸材と、前記軸材の一端に設けられ且つ太陽電池パネル用の架台の一部との連結部を有する掴み部と、を備え、前記軸材が長さ調節可能であるか、及び/又は、前記掴み部が前記軸材に対する向きを調節可能である。そして、補強部材は、前記架台上の太陽電池パネルの荷重の一部を前記掴み部から前記軸材を介して前記架台の設置面に伝達させる。 In one embodiment, the reinforcing member for the solar cell panel frame includes a shaft member and a grip portion provided at one end of the shaft member and having a connecting portion with a part of the solar cell panel frame. , the shaft is adjustable in length and/or the grip is adjustable in orientation with respect to the shaft. The reinforcing member transmits part of the load of the solar cell panel on the mount from the grip portion to the mounting surface of the mount via the shaft member.

また、一実施の形態において、太陽電池パネル用架台の補強方法は、前記の補強部材を準備する工程と、前記軸材を長さ調節するか、及び/又は、前記軸材に対する前記掴み部の向きを調節しつつ、前記架台の一部と前記掴み部とを連結させる工程と、を備え、前記架台上の太陽電池パネルの荷重の一部を前記掴み部から前記軸材を介して前記架台の設置面に伝達させるようにする、方法である。 Further, in one embodiment, a method for reinforcing a solar cell panel mount includes the step of preparing the reinforcing member, adjusting the length of the shaft member and/or adjusting the grip portion of the shaft member. A step of connecting a part of the mount and the grip while adjusting the orientation, and part of the load of the solar panel on the mount is transferred from the grip through the shaft member to the mount. It is a method of transmitting to the installation surface of the.

本発明によれば、太陽電池パネル用の架台を補強する際の手間を効果的に軽減できる。 ADVANTAGE OF THE INVENTION According to this invention, the effort at the time of reinforcing the stand for solar cell panels can be reduced effectively.

一実施の形態にかかる補強部材により補強される太陽電池パネル用架台の一例を示す図である。It is a figure which shows an example of the stand for solar cell panels reinforced with the reinforcement member concerning one Embodiment. 一実施の形態にかかる補強部材を示す図である。It is a figure which shows the reinforcement member concerning one embodiment. 図2に示す補強部材を構成する軸材を示す図である。FIG. 3 is a diagram showing a shaft member that constitutes the reinforcing member shown in FIG. 2; 図2に示す補強部材を構成する軸材と掴み部との連結部分を示す図である。FIG. 3 is a view showing a connecting portion between a shaft member and a grip portion that constitute the reinforcing member shown in FIG. 2; 図2に示す補強部材を構成する支持部を示す図である。FIG. 3 is a view showing a supporting portion that constitutes the reinforcing member shown in FIG. 2; 図2に示す補強部材が折り畳まれた状態を示す図である。3 is a view showing a state in which the reinforcing member shown in FIG. 2 is folded; FIG. 図2に示す補強部材で補強された太陽電池パネル用架台の正面図である。FIG. 3 is a front view of the solar cell panel stand reinforced with the reinforcing member shown in FIG. 2 ; 図6に示す太陽電池パネル用架台の側面図である。FIG. 7 is a side view of the solar cell panel stand shown in FIG. 6 ; 図6に示す領域IXの拡大図である。7 is an enlarged view of a region IX shown in FIG. 6; FIG.

以下、添付の図面を参照して一実施の形態を詳細に説明する。 An embodiment will now be described in detail with reference to the accompanying drawings.

図1は、一実施の形態にかかる補強部材10により補強される太陽電池パネル用架台1(以下、架台1)の一例を示す図である。図2は、補強部材10を示す図である。 FIG. 1 is a diagram showing an example of a solar cell panel pedestal 1 (hereinafter referred to as pedestal 1) reinforced by a reinforcing member 10 according to an embodiment. FIG. 2 is a diagram showing the reinforcing member 10. As shown in FIG.

図1には、架台1を補強する補強部材10が二点鎖線で示されている。図1に示すように、補強部材10は、例えば架台1の軒先部分を補強するために使用できる。 In FIG. 1, a reinforcing member 10 that reinforces the frame 1 is indicated by a two-dot chain line. As shown in FIG. 1, the reinforcing member 10 can be used, for example, to reinforce the eaves portion of the frame 1. As shown in FIG.

<太陽電池パネル用架台>
図1を参照しつつ、まず、架台1について説明する。
<Stand for solar panel>
First, the gantry 1 will be described with reference to FIG.

架台1は、基礎等の設置面Gから立ち上がるように設けられる複数の支柱2と、複数の支柱2に跨がる状態で設けられる縦桟3と、縦桟3と交差する方向に延びる横桟4と、を備えている。 The pedestal 1 includes a plurality of struts 2 erected from an installation surface G such as a foundation, vertical beams 3 provided so as to straddle the plurality of struts 2, and horizontal beams extending in a direction intersecting the vertical beams 3. 4 and .

この例では、複数の支柱2に、高さが互いに異なる第1支柱2Aおよび第2支柱2BでなるペアP(セット)が2つ以上含まれる。各ペアPにおける第1支柱2Aは、水平面に平行な第1方向D1に並ぶように設置面G上に設けられており、各ペアPにおける第2支柱2Bも第1方向D1に並ぶように設置面G上に設けられている。第1方向D1は例えば南北方向でもよい。 In this example, the plurality of struts 2 includes two or more pairs P (sets) of first struts 2A and second struts 2B having different heights. The first struts 2A in each pair P are arranged on the installation surface G so as to be aligned in a first direction D1 parallel to the horizontal plane, and the second struts 2B in each pair P are also installed so as to be aligned in the first direction D1. It is provided on the surface G. The first direction D1 may be, for example, the north-south direction.

また、各ペアPにおける第1支柱2Aおよび第2支柱2Bは、水平面上で第1方向D1に直交する第2方向D2に並んでいる。第1方向D1が南北方向である場合、第2方向D2は東西方向になる。 Also, the first support 2A and the second support 2B in each pair P are arranged in a second direction D2 orthogonal to the first direction D1 on the horizontal plane. When the first direction D1 is the north-south direction, the second direction D2 is the east-west direction.

設置面Gが基礎である場合、設置面Gは打ち込まれたコンクリートの表面で形成される。この場合、支柱2は、その下端を、基礎をなすコンクリートに埋設された杭部材の頭部等に連結されて、上方に立ち上がってもよい。 When the installation surface G is a foundation, the installation surface G is formed by the surface of poured concrete. In this case, the support 2 may be connected at its lower end to the head of a pile member or the like embedded in the concrete forming the foundation so as to rise upward.

縦桟3は、ペアPをなす第1支柱2Aおよび第2支柱2Bのそれぞれに跨がるように設けられ、第1支柱2Aおよび第2支柱2Bの高さが互いに異なることで、水平方向に対して傾斜する。上方から見るとき、縦桟3は、第2方向D2に平行になる。 The vertical beam 3 is provided so as to straddle the first support 2A and the second support 2B that form the pair P, and the heights of the first support 2A and the second support 2B are different from each other, so that the vertical support 3 extends horizontally. incline against. When viewed from above, the vertical bars 3 are parallel to the second direction D2.

そして、横桟4は、複数の縦桟3に跨がるようにして複数の縦桟3上に複数設けられている。横桟4は、縦桟3と直交し、第1方向D1に平行となるように設けられるが、縦桟3に対して斜めに交差してもよい。そして、複数の横桟4上に複数の太陽電池パネルSPが敷き詰められるようにして配置され、各太陽電池パネルSPは水平方向に傾斜した状態で架台1に支持されることになる。 A plurality of horizontal beams 4 are provided on the plurality of vertical beams 3 so as to straddle the plurality of vertical beams 3.例文帳に追加The horizontal rails 4 are provided so as to be orthogonal to the vertical rails 3 and parallel to the first direction D1, but may cross the vertical rails 3 obliquely. A plurality of solar cell panels SP are arranged so as to be spread over the plurality of horizontal beams 4, and each solar cell panel SP is supported by the pedestal 1 in a horizontally inclined state.

以上のような架台1では、太陽電池パネルSP上に雪が積もった場合に、雪の荷重が太陽電池パネルSPの傾斜に沿って軒先側に向かおうとする。そのため、架台1の軒先に特に大きい荷重がかかる場合がある。このような場合に、図1に示すように補強部材10を架台1と設置面Gとの間に介在させることで、架台1の軒先を補強できる。なお、架台1の軒先とは、架台1のうちの縦桟3の下端側に位置する部分のことを意味する。 In the mount frame 1 as described above, when snow accumulates on the solar panel SP, the load of the snow tends to move toward the edge of the eaves along the slope of the solar panel SP. Therefore, a particularly large load may be applied to the eaves of the frame 1 . In such a case, the eaves of the gantry 1 can be reinforced by interposing the reinforcing member 10 between the gantry 1 and the installation surface G as shown in FIG. Note that the eaves of the frame 1 means a portion of the frame 1 located on the lower end side of the vertical beam 3 .

以上のような架台1の構成は特に限られるものではなく、補強部材10は他の構成の架台にも適用し得る。例えば、図1の架台1は、高さが互いに異なる第1支柱2Aおよび第2支柱2BでなるペアPを有するが、高さが互いに異なる3種以上の支柱からなるセットを複数備えてもよい。また、隣り合う支柱の間に筋交い等が設けられてもよい。 The structure of the mount 1 as described above is not particularly limited, and the reinforcing member 10 can be applied to mounts having other structures. For example, the pedestal 1 in FIG. 1 has a pair P consisting of the first struts 2A and the second struts 2B with different heights, but it may have a plurality of sets of three or more different struts with different heights. . Also, braces or the like may be provided between adjacent struts.

<補強部材>
次に、図2を参照しつつ、補強部材10について説明する。
<Reinforcing member>
Next, the reinforcing member 10 will be described with reference to FIG.

補強部材10は、1つ又は複数(本例では3つ)の軸材20と、各軸材20の一端に設けられ且つ架台1の一部との連結部30Aを有する掴み部30と、各軸材20がその一端とは反対側の他端の側の部分を軸中心に回転移動可能となるように各軸材20を支持する支持部40と、を備えている。 The reinforcing member 10 includes one or more (three in this example) shaft members 20, a grip portion 30 provided at one end of each shaft member 20 and having a connecting portion 30A with a portion of the gantry 1, and each A support portion 40 for supporting each shaft member 20 so that the portion on the other end side opposite to the one end of the shaft member 20 can be rotated around the axis.

掴み部30は、架台1における縦桟3又は横桟4に連結され、支持部40は設置面G上に配置される。これにより、補強部材10は、太陽電池パネルSPの荷重の一部を掴み部30から軸材20及び支持部40を介して設置面Gに伝達させることができる。 The grip part 30 is connected to the vertical beam 3 or the horizontal beam 4 of the frame 1, and the support part 40 is arranged on the installation surface G. As shown in FIG. Thereby, the reinforcing member 10 can transmit part of the load of the solar cell panel SP from the grip portion 30 to the installation surface G via the shaft member 20 and the support portion 40 .

本実施の形態では、軸材20が長さ調節可能であり、且つ、掴み部30が軸材20に対する向きを調節可能である。 In this embodiment, the length of the shaft 20 is adjustable, and the orientation of the grip portion 30 with respect to the shaft 20 is adjustable.

図3は、軸材20を拡大して示す図である。図3(A)及び図3(B)に示す軸材20は同じものであるが、長さが互いに異なっている。軸材20は、支持部40によって支持される固定軸部21と、固定軸部21と同軸に接続されるスライド軸部22と、を有する。軸材20は、スライド軸部22の固定軸部21に対する接続位置を変更することで長さ調節可能となっている。 FIG. 3 is an enlarged view of the shaft member 20. As shown in FIG. The shaft members 20 shown in FIGS. 3(A) and 3(B) are the same but have different lengths. The shaft member 20 has a fixed shaft portion 21 supported by the support portion 40 and a slide shaft portion 22 coaxially connected to the fixed shaft portion 21 . The length of the shaft member 20 can be adjusted by changing the connection position of the slide shaft portion 22 with respect to the fixed shaft portion 21 .

固定軸部21には、軸方向に並ぶ複数の接続部材通し孔21Aが形成されるとともに、スライド軸部22にも、軸方向に並ぶ複数の接続部材通し孔(図示省略)が形成されている。 The fixed shaft portion 21 is formed with a plurality of connection member through holes 21A aligned in the axial direction, and the slide shaft portion 22 is also formed with a plurality of connection member through holes (not shown) aligned in the axial direction. .

軸材20は、固定軸部21の接続部材通し孔21Aに通した接続部材21Bをスライド軸部22の接続部材通し孔に通してナット等(図示省略)に締め付けることで、固定軸部21とスライド軸部22とを接続する。この際、図3(A)及び図3(B)から明らかなように、接続部材21Bを通す固定軸部21の接続部材通し孔21Aを変更することで、軸材20の長さを調節できる。 The connecting member 21B passed through the connecting member through hole 21A of the fixed shaft portion 21 is passed through the connecting member through hole of the slide shaft portion 22, and tightened with a nut or the like (not shown). It connects with the slide shaft portion 22 . At this time, as is clear from FIGS. 3A and 3B, the length of the shaft member 20 can be adjusted by changing the connecting member through hole 21A of the fixed shaft portion 21 through which the connecting member 21B is passed. .

また、本実施の形態では、固定軸部21が鞘状に形成され、スライド軸部22は、その一部が固定軸部21の内側に収まるように固定軸部21に接続される。固定軸部21およびスライド軸部22の軸方向における直交する方向での断面形状は、例えばコの字状でもよく、この場合、軽量化の点で有利となる。また、軸材20の好適な材料は、例えばアルミニウムや、アルミニウム合金である。 Further, in the present embodiment, the fixed shaft portion 21 is formed in a sheath shape, and the slide shaft portion 22 is connected to the fixed shaft portion 21 so that a portion of the slide shaft portion 22 is accommodated inside the fixed shaft portion 21 . The cross-sectional shape of the fixed shaft portion 21 and the slide shaft portion 22 in a direction orthogonal to the axial direction may be, for example, a U-shape, which is advantageous in terms of weight reduction. A suitable material for the shaft material 20 is, for example, aluminum or an aluminum alloy.

図4は、軸材20と掴み部30との連結部分を示す図である。図4(A)は、軸材20と掴み部30との連結部分の斜視図であり、図4(B)及び図4(C)は、図4(A)で示すIV方向に軸材20と掴み部30を見た図である。 FIG. 4 is a diagram showing a connecting portion between the shaft member 20 and the grip portion 30. As shown in FIG. 4(A) is a perspective view of a connecting portion between the shaft member 20 and the grip portion 30, and FIGS. 4(B) and 4(C) show the shaft member 20 in the IV direction shown in FIG. 4(A). and the gripping portion 30. FIG.

図4(B)に示すように、本実施の形態における掴み部30は、まず、軸材20の軸方向Xに対する向きを調節可能に構成されている。また、図4(A)及び(C)を参照し、掴み部30は、軸方向Xに対して傾斜しない向きとなる状態(図4(A)及び図4(C)の左側の状態)において、その一部(後述の第2部分32)が軸材20の周方向に位置変更可能であることで、軸方向Xに直交する基準方向Stに対する向きを調節可能になっている。 As shown in FIG. 4(B), the grip portion 30 in the present embodiment is configured so that the orientation of the shaft member 20 with respect to the axial direction X can be adjusted. Also, referring to FIGS. 4A and 4C, in a state in which the gripping portion 30 is not inclined with respect to the axial direction X (the state on the left side in FIGS. 4A and 4C), , and a part thereof (the second portion 32 described later) can be changed in the circumferential direction of the shaft member 20, so that the orientation with respect to the reference direction St orthogonal to the axial direction X can be adjusted.

本実施の形態における掴み部30は、軸材20の一端に連結される第1部分31と、第1部分31に連結されるとともに上述の連結部30Aを有する第2部分32と、を有する。そして、まず、第1部分31が軸方向Xに対する向きを調節可能に軸材20に連結されることで、掴み部30は、軸方向Xに対する向きを調整可能となっている。 The grip portion 30 in the present embodiment has a first portion 31 connected to one end of the shaft member 20 and a second portion 32 connected to the first portion 31 and having the above-described connecting portion 30A. First, the first portion 31 is connected to the shaft member 20 so that the orientation with respect to the axial direction X can be adjusted, so that the orientation with respect to the axial direction X of the grip portion 30 can be adjusted.

第1部分31は、互いに平行となる一対の第1側対向壁31Aと、一対の第1側対向壁31Aを接続する第1側接続壁31Bとを有し、これら各壁31A、31Bによりコ字状の断面を連続させる形状を形成している。これにより、軽量化が図られている。 The first portion 31 has a pair of first side facing walls 31A parallel to each other and a first side connecting wall 31B connecting the pair of first side facing walls 31A. It forms a shape that connects the letter-shaped cross sections. As a result, weight reduction is achieved.

一対の第1側対向壁31Aにはそれぞれ、第1調節ボルト31Cを通すための通し孔(図示省略)が形成されている。一方で、軸材20の一端には、詳しくはスライド軸部22の一端には、軸方向Xに直交する方向にスライド軸部22を貫通する通し孔(図示省略)が形成されている。 Through holes (not shown) for passing the first adjusting bolts 31C are formed in the pair of first side opposing walls 31A, respectively. On the other hand, at one end of the shaft member 20, more specifically at one end of the slide shaft portion 22, a through hole (not shown) is formed through the slide shaft portion 22 in a direction orthogonal to the axial direction X. As shown in FIG.

第1部分31をスライド軸部22に固定する場合、まず、一対の第1側対向壁31Aの間にスライド軸部22の一端が挿入される。次いで、第1調節ボルト31Cが、一対の第1側対向壁31Aのうちの一方の第1側対向壁の上記通し孔、スライド軸部22の上記通し孔、及び一対の第1側対向壁31Aのうちの他方の第1側対向壁の上記通し孔に、この順で通される。そして、第1調節ボルト31Cが一対の第1側対向壁31Aのうちの上記他方の第1側対向壁の外側に配置されたナットに締め付けられる。これにより、第1部分31がスライド軸部22に固定される。 When fixing the first portion 31 to the slide shaft portion 22, first, one end of the slide shaft portion 22 is inserted between the pair of first side opposing walls 31A. Next, the first adjusting bolt 31C is inserted through the through hole of one of the pair of first side opposing walls 31A, the through hole of the slide shaft portion 22, and the pair of first side opposing walls 31A. is passed through the through hole of the other first side facing wall of the two in this order. Then, the first adjusting bolt 31C is tightened to a nut arranged outside the other first side opposing wall of the pair of first side opposing walls 31A. Thereby, the first portion 31 is fixed to the slide shaft portion 22 .

そして、第1調節ボルト31Cを上記ナットに対して緩めて、第1部分31を現在の位置から第1調節ボルト31Cを軸中心として回転移動させた後、第1調節ボルト31Cを上記ナットに再度締め付けることにより、第1部分31の軸方向Xに対する向きを任意に変更できる。図4(B)は、第1部分31が軸方向Xに対して角度をなさない状態から、第1部分31の向きが軸方向Xに対して角度θをなすように第1部分31が調節された状態を示している。 Then, the first adjusting bolt 31C is loosened with respect to the nut, and the first portion 31 is rotated about the first adjusting bolt 31C from the current position. By tightening, the orientation of the first portion 31 with respect to the axial direction X can be arbitrarily changed. 4B, the first portion 31 is adjusted from a state in which the first portion 31 does not form an angle with the axial direction X so that the orientation of the first portion 31 forms an angle θ with respect to the axial direction X. It shows a state where the

また図4(A)に示すように、第2部分32は、第1部分31と第2部分32との間に跨がる軸状の連結材である第2調節ボルト32Cを軸中心に第1部分31に対する相対位置を変更可能となっている。これにより、掴み部30が、正確には、その一部である第2部分32が、基準方向Stに対する向きを調節可能となっている。 Further, as shown in FIG. 4A, the second portion 32 is axially adjusted around a second adjustment bolt 32C, which is a shaft-shaped connecting member that spans between the first portion 31 and the second portion 32. As shown in FIG. The relative position with respect to 1 part 31 can be changed. As a result, the gripping portion 30, more precisely, the second portion 32, which is a part thereof, can be adjusted in orientation with respect to the reference direction St.

第2部分32も、第1部分31と同様に、互いに平行となる一対の第2側対向壁32Aと、一対の第2側対向壁32Aを接続する第2側接続壁32Bとを有し、これら各壁32A、32Bによりコ字状の断面を連続させる形状を形成している。これにより、軽量化が図られている。 Similarly to the first portion 31, the second portion 32 also has a pair of second side facing walls 32A parallel to each other and a second side connecting wall 32B connecting the pair of second side facing walls 32A. These walls 32A and 32B form a continuous U-shaped cross section. As a result, weight reduction is achieved.

第2側接続壁32Bには、第2調節ボルト32Cを通すための通し孔(図示省略)が形成され、第2部分32を第1部分31に固定する際には、第2側接続壁32Bが、第1部分31の第1側接続壁31Bに突き合わされ、第2調節ボルト32Cが第2側接続壁32Bの上記通し孔から第1側接続壁31Bの通し孔(図示省略)を通された後、第2調節ボルト32Cが第1側接続壁31Bの内面側に配置されたナット(図示省略)に締め付けられる。これにより、第2部分32が第1部分31に固定される。 The second side connection wall 32B is formed with a through hole (not shown) through which the second adjustment bolt 32C is passed. is abutted against the first side connection wall 31B of the first portion 31, and the second adjustment bolt 32C is passed through the through hole (not shown) of the first side connection wall 31B from the through hole of the second side connection wall 32B. After that, the second adjustment bolt 32C is tightened to a nut (not shown) arranged on the inner surface side of the first side connection wall 31B. Thereby, the second portion 32 is fixed to the first portion 31 .

そして、第2調節ボルト32Cを上記ナットに対して緩めて、第2部分32を現在の位置から第2調節ボルト32Cを軸中心として回転移動させた後、第2調節ボルト32Cを上記ナットに再度締め付けることで、第2部分32は、基準方向Stに対する向きを任意に変更できる。なお、本実施の形態における基準方向Stは、一例として第1部分31のコ字状断面が開放する方向である。 After loosening the second adjusting bolt 32C with respect to the nut and rotating the second portion 32 from the current position about the second adjusting bolt 32C, the second adjusting bolt 32C is tightened again with the nut. By tightening, the orientation of the second portion 32 with respect to the reference direction St can be arbitrarily changed. Note that the reference direction St in the present embodiment is, for example, the direction in which the U-shaped cross section of the first portion 31 opens.

また、本実施の形態では第2部分32の一対の第2側対向壁32Aが、掴み部30における連結部30Aを形成している。一対の第2側対向壁32Aにはそれぞれ、架台1側に締め付けられる固定部材34を通すための通し孔(図示省略)が形成されている。 Further, in the present embodiment, the pair of second side facing walls 32A of the second portion 32 form the connecting portion 30A of the grip portion 30. As shown in FIG. Through-holes (not shown) are formed in the pair of second-side opposing walls 32A, respectively, through which fixing members 34 to be fastened to the gantry 1 side are passed.

架台1の一部と掴み部30とを連結させる際には、縦桟3又は横桟4が、一対の第2側対向壁32Aの間を通り且つ第2側接続壁32Bと平行なるように掴み部30の向きが調節され、その後、上記固定部材34が縦桟3又は横桟4に締め付けられる。 When connecting a part of the frame 1 and the grip part 30, the vertical beam 3 or the horizontal beam 4 is arranged so as to pass between the pair of second side facing walls 32A and be parallel to the second side connecting wall 32B. The orientation of the gripping portion 30 is adjusted, and then the fixing member 34 is tightened to the vertical beam 3 or horizontal beam 4 .

架台1から伝達される掴み部30に伝達される荷重は、固定部材34を介して掴み部30に伝達されてもよいが、この場合、固定部材34に過大な剪断荷重(支圧力)がかかり得る。そのため、縦桟3又は横桟4と第2側接続壁32Bとの間の空間を埋める間隙材を設けることが好ましい。この場合、架台1から伝達される荷重が間隙材を介して掴み部30に伝達され、支圧力が緩和され得る。 The load transmitted from the gantry 1 to the grip portion 30 may be transmitted to the grip portion 30 via the fixing member 34, but in this case, an excessive shearing load (bearing force) is applied to the fixing member 34, obtain. Therefore, it is preferable to provide a gap material that fills the space between the vertical bar 3 or horizontal bar 4 and the second side connection wall 32B. In this case, the load transmitted from the gantry 1 can be transmitted to the gripping portion 30 via the gap material, and the bearing force can be alleviated.

図5は支持部40を示している。図5(A)は支持部40の側面図であり、図5(B)は支持部40の斜視図である。本実施の形態における支持部40は、平板状の連結ベース部41と、連結ベース部41の一方の板面から立ち上がる互いに平行な一対の軸材連結部42と、を有している。 FIG. 5 shows the support 40. As shown in FIG. 5A is a side view of the support portion 40, and FIG. 5B is a perspective view of the support portion 40. FIG. The support portion 40 in the present embodiment has a flat connecting base portion 41 and a pair of parallel shaft member connecting portions 42 rising from one plate surface of the connecting base portion 41 .

図5(B)に示すように、一対の軸材連結部42にはそれぞれ、複数の貫通孔42Aが形成され、一対の軸材連結部42のうちの一方側のいずれかの貫通孔42Aは、他方側のいずれかの貫通孔42Aと一対の軸材連結部42が向き合う方向で重なる位置関係を有する。 As shown in FIG. 5B, a plurality of through holes 42A are formed in each of the pair of shaft member connecting portions 42, and the through hole 42A on one side of the pair of shaft member connecting portions 42 is , one of the through holes 42A on the other side and the pair of shaft member connecting portions 42 overlap in the facing direction.

図5(A)に示すように、支持ボルト43が、一対の軸材連結部42の一方側の貫通孔42A、軸材20の他端側の部分、及び一対の軸材連結部42の他方側の貫通孔42Aに通され、他方側の貫通孔42Aの外側に配置されたナット44に締め付けられることで、支持部40は、軸材20と連結される。 As shown in FIG. 5A , the support bolt 43 extends through the through hole 42A on one side of the pair of shaft member connecting portions 42, the portion on the other end side of the shaft member 20, and the other side of the pair of shaft member connecting portions 42. The support portion 40 is connected to the shaft member 20 by being passed through the through hole 42A on the side and tightened by a nut 44 arranged outside the through hole 42A on the other side.

支持部40に連結された軸材20は、支持ボルト43を軸中心に支持部40に対して回転移動可能となる。これにより、補強部材10は、図6に示すように各軸材20が概ね同じ方向を向くように折り畳まれてコンパクトになり、搬送性が良好となる。 The shaft member 20 connected to the support portion 40 is rotatable about the support bolt 43 with respect to the support portion 40 . As a result, as shown in FIG. 6, the reinforcing member 10 can be folded so that the shaft members 20 face substantially the same direction, making the reinforcing member 10 compact and easy to transport.

なお、支持部40は、軸材20を所望の角度で保持できるように軸材20を連結させてもよい。軸材20を所望の角度で保持する場合、例えば、支持ボルト43の頭部と、ナット44とは異なるナットと、で、1つの軸材連結部42を挟み込むように締め付けてもよい。 In addition, the support part 40 may connect the shaft member 20 so that the shaft member 20 can be held at a desired angle. When the shaft member 20 is held at a desired angle, for example, the head of the support bolt 43 and a nut different from the nut 44 may be tightened so as to sandwich one shaft member connecting portion 42 .

連結ベース部41は、本実施の形態では、設置面Gである基礎をなすコンクリートに埋設された杭部材に連結される。図5(B)には、杭部材の例であるスクリューパイル50の頭部51が示されている。円形の頭部51には、周方向に間隔を空けて形成された複数の貫通孔51Aが形成されている。 The connection base part 41 is connected to the pile member embedded in the concrete forming the foundation which is the installation surface G in this embodiment. FIG. 5B shows a head portion 51 of a screw pile 50, which is an example of a pile member. A plurality of through holes 51A are formed in the circular head 51 at intervals in the circumferential direction.

連結ベース部41は、一対の軸材連結部42が向き合う方向で各軸材連結部42に対して外側に張り出している。そして、連結ベース部41における一対の軸材連結部42のうちの一方からの張り出し部分及び他方からの張り出し部分のそれぞれには、例えば一対の軸材連結部42が向き合う方向と直交する方向に長尺となる長孔41Aが形成されている。 The connection base portion 41 protrudes outward from each of the shaft member connecting portions 42 in the direction in which the pair of shaft member connecting portions 42 face each other. Each of the overhanging portion from one of the pair of shaft member connecting portions 42 and the overhanging portion from the other of the pair of shaft member connecting portions 42 in the connection base portion 41 has, for example, a length extending in a direction perpendicular to the direction in which the pair of shaft member connecting portions 42 face each other. An elongated hole 41A is formed.

本実施の形態では、図5(B)に示すように、連結ベース部41側の長孔41Aと、スクリューパイル50側の貫通孔51Aとに締結ボルト60を通して、締結ボルト60と締結ナット61とで連結ベース部41とスクリューパイル50とを締め付けることで、支持部40とスクリューパイル50とが連結される。なお、支持部40の構成は本実施の形態の態様に限られるものではなく、例えば設置面Gに単に載せられるようなものでもよい。 In the present embodiment, as shown in FIG. 5B, the fastening bolt 60 is passed through the long hole 41A on the side of the connecting base portion 41 and the through hole 51A on the side of the screw pile 50, and the fastening bolt 60 and the fastening nut 61 are connected. By tightening the connection base portion 41 and the screw pile 50 with , the support portion 40 and the screw pile 50 are connected. The configuration of the support portion 40 is not limited to the aspect of the present embodiment, and may be simply placed on the installation surface G, for example.

<補強方法>
次に、上述した補強部材10により既設の架台1を補強する補強方法の一例を説明する。図7は、補強部材10で補強された架台1の正面図であり、図8は、図6に示す架台1の側面図である。以下では、一例として図7及び図8に示すように架台1を補強する際の手順を説明する。
<Reinforcement method>
Next, an example of a reinforcing method for reinforcing the existing frame 1 with the reinforcing member 10 described above will be described. 7 is a front view of the gantry 1 reinforced with the reinforcing member 10, and FIG. 8 is a side view of the gantry 1 shown in FIG. As an example, the procedure for reinforcing the gantry 1 as shown in FIGS. 7 and 8 will be described below.

まず、補強部材10を準備し、架台1の設置場所まで搬送する。この際、図6に示すように、補強部材10を折り畳むことで設置場所までの搬送が容易になる。 First, the reinforcing member 10 is prepared and transported to the place where the gantry 1 is installed. At this time, as shown in FIG. 6, folding the reinforcing member 10 facilitates transportation to the installation site.

次いで、架台1の縦桟3と横桟4が交差する部分のうちの最も軒先に近いものの下方で、設置面Gにスクリューパイル50を設置する。 Next, the screw pile 50 is installed on the installation surface G below the portion closest to the eaves among the intersections of the vertical beams 3 and the horizontal beams 4 of the frame 1 .

次いで、補強部材10を架台1とスクリューパイル50との間に配置し、補強部材10の支持部40をスクリューパイル50の頭部51に連結する。この際、図5(B)で示した締結ボルト60と締結ナット61とで支持部40の連結ベース部41とスクリューパイル50とを堅く締め付けず、仮組み状態にする。 Next, the reinforcing member 10 is arranged between the frame 1 and the screw pile 50 , and the supporting portion 40 of the reinforcing member 10 is connected to the head portion 51 of the screw pile 50 . At this time, the connection base portion 41 of the support portion 40 and the screw pile 50 are not firmly tightened by the fastening bolt 60 and the fastening nut 61 shown in FIG. 5B, and are temporarily assembled.

次いで、補強部材10の各軸材20の長さを調節して、各掴み部30を縦桟3又は横桟4に連結する。ここで、3つ並ぶ軸材20のうちの中央の軸材20に設けられた掴み部30が縦桟3に連結され、残り2の軸材20に設けられた掴み部30は横桟4に連結される。この際、各掴み部30の向きは、縦桟3又は横桟4の向きに応じて変更される。 Next, the length of each shaft member 20 of the reinforcing member 10 is adjusted, and each gripping portion 30 is connected to the vertical beam 3 or horizontal beam 4 . Here, the gripping portion 30 provided on the center shaft member 20 of the three shaft members 20 is connected to the vertical beam 3, and the gripping portions 30 provided on the remaining two shaft members 20 are connected to the horizontal beams 4. concatenated. At this time, the orientation of each gripping portion 30 is changed according to the orientation of the vertical beam 3 or horizontal beam 4 .

図9は、図7の領域IXの拡大図である。図9に示すように、縦桟3に連結される掴み部30の向きと、横桟4に連結される掴み部30の向きとは、第1調節ボルト31Cを軸中心として互いに90度ずれた状態に調節される。また、縦桟3は水平方向に対して傾斜しているため、少なくとも縦桟3に連結される掴み部30は軸方向Xに対する向きも変更される。なお、掴み部30と縦桟3又は横桟4とを連結させる際、これらの間に上述した間隙材を設けてもよい。 FIG. 9 is an enlarged view of area IX in FIG. As shown in FIG. 9, the orientation of the gripping portion 30 connected to the vertical beam 3 and the orientation of the gripping portion 30 connected to the horizontal beam 4 are shifted from each other by 90 degrees around the first adjustment bolt 31C. adjusted to the condition. Further, since the vertical beam 3 is inclined with respect to the horizontal direction, at least the grip portion 30 connected to the vertical beam 3 is also changed in orientation with respect to the axial direction X. As shown in FIG. In addition, when connecting the grip portion 30 and the vertical beam 3 or the horizontal beam 4, the above-described gap material may be provided between them.

また、この例では、縦桟3に連結される軸材20に対して一方側に位置する軸材20が縦桟3に連結される軸材20から離れるように傾斜して横桟4に連結され、縦桟3に連結される軸材20に対して他方側に位置する軸材20は、上記の一方側の軸材20とは反対の側に向けて縦桟3に連結される軸材20から離れるように傾斜して横桟4に連結される。これにより、支持部40にかかる偏荷重が抑制され、支持部40の耐久性が向上し得る。 In this example, the shaft member 20 located on one side of the shaft member 20 connected to the vertical rail 3 is connected to the horizontal rail 4 while being inclined away from the shaft member 20 connected to the vertical rail 3 . The shaft member 20 positioned on the other side with respect to the shaft member 20 connected to the vertical beam 3 is directed to the side opposite to the shaft member 20 on the one side and is connected to the vertical beam 3. It is connected to the crosspiece 4 slanted away from 20 . Thereby, an unbalanced load applied to the support portion 40 can be suppressed, and the durability of the support portion 40 can be improved.

次いで、締結ボルト60と締結ナット61とで支持部40の連結ベース部41とスクリューパイル50とを堅く締め付ける。以上のように補強部材10が設置されることで、太陽電池パネルSPの荷重の一部を掴み部30から軸材20及び支持部40を介して設置面Gに伝達させることが可能となる。これにより、架台1が補強される。 Next, the connection base portion 41 of the support portion 40 and the screw pile 50 are tightly fastened with the fastening bolt 60 and the fastening nut 61 . By installing the reinforcing member 10 as described above, part of the load of the solar cell panel SP can be transmitted from the grip portion 30 to the installation surface G via the shaft member 20 and the support portion 40 . Thereby, the gantry 1 is reinforced.

以上に説明した本実施の形態に係る補強部材10は、軸材20と、軸材20の一端に設けられ且つ架台1の一部との連結部30Aを有する掴み部30と、を備え、軸材20が長さ調節可能であり、且つ、掴み部30が軸材20に対する向きを調節可能である。そして、太陽電池パネルSPの荷重の一部を掴み部30から軸材20を介して架台1の設置面に伝達できる。 The reinforcing member 10 according to the present embodiment described above includes a shaft member 20 and a grip portion 30 provided at one end of the shaft member 20 and having a connection portion 30A with a portion of the pedestal 1. The material 20 is adjustable in length and the gripping portion 30 is adjustable in orientation with respect to the shaft 20 . Then, part of the load of the solar panel SP can be transmitted from the gripping portion 30 to the installation surface of the pedestal 1 via the shaft members 20 .

このような補強部材10は、軸材20が長さ調節可能であることで、コンパクトになり、搬送性が良好となる。また、軸材20が長さ調節可能であることで、架台1と設置面Gとの間に補強部材10が介在する状態を架台1の設置条件によらず容易に形成できる。また、掴み部30が軸材20に対する向きを調節可能であることで、掴み部30の向きを架台1の被連結部の向き(縦桟3又は横桟4の向き)に整合させて掴み部30を架台1に適正に連結できる。これにより、太陽電池パネル用の架台1を補強する際の手間を効果的に軽減できる。 Such a reinforcing member 10 can be made compact and has good transportability because the length of the shaft member 20 can be adjusted. In addition, since the length of the shaft member 20 is adjustable, the state in which the reinforcing member 10 is interposed between the pedestal 1 and the installation surface G can be easily formed regardless of the installation conditions of the pedestal 1 . In addition, since the orientation of the gripping portion 30 with respect to the shaft member 20 can be adjusted, the orientation of the gripping portion 30 can be aligned with the orientation of the connected portion of the gantry 1 (the orientation of the vertical beam 3 or the horizontal beam 4). 30 can be properly connected to the pedestal 1 . As a result, the effort required to reinforce the solar panel mount 1 can be effectively reduced.

とりわけ本実施の形態では、掴み部30が軸材20の軸方向Xに対する向きを調節可能である。さらに、掴み部30は、軸方向Xに対して傾斜しない向きとなる状態において軸材20の周方向に位置変更可能であることで、軸方向Xに直交する基準方向Stに対する向きを調節可能である。これにより、掴み部30と架台1とを連結する作業を容易に実施できる。 Particularly, in this embodiment, the grip portion 30 can adjust the orientation of the shaft member 20 with respect to the axial direction X. As shown in FIG. Furthermore, the gripping portion 30 can be changed in position in the circumferential direction of the shaft member 20 in a state in which it is not inclined with respect to the axial direction X, so that the orientation with respect to the reference direction St orthogonal to the axial direction X can be adjusted. be. This facilitates the work of connecting the grip portion 30 and the gantry 1 .

また、支持部40は軸材20が回転移動可能となるように軸材20を支持しており、これにより、軸材20の向きを変更することで補強部材10をコンパクトにできる。また、掴み部30と架台1とを連結する作業も容易となる。 In addition, the support portion 40 supports the shaft member 20 so that the shaft member 20 can be rotated, so that the reinforcing member 10 can be made compact by changing the orientation of the shaft member 20 . In addition, the operation of connecting the grip portion 30 and the gantry 1 is facilitated.

以上、実施の形態を説明したが、上記の実施の形態は、例として提示したものであり、発明の範囲を限定することは意図していない。この新規な実施の形態及び変形例は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。この実施の形態及びその他の変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。 Although the embodiment has been described above, the above embodiment is presented as an example and is not intended to limit the scope of the invention. The novel embodiments and modifications can be implemented in various other forms, and various omissions, replacements, and modifications can be made without departing from the scope of the invention. This embodiment and other modifications are included in the scope and gist of the invention, and are included in the scope of the invention described in the claims and equivalents thereof.

変形例として、軸材20の長さ調節機能を有するが、掴み部30の向き調節機能を有さない補強部材を挙げることができる。また、掴み部30の向き調節機能を有するが、軸材20の長さ調節機能を有さない補強部材も挙げることができる。架台1の構成によっては、このような変形例でも十分な補強が可能である。 As a modification, a reinforcing member that has a function of adjusting the length of the shaft member 20 but does not have a function of adjusting the orientation of the grip portion 30 can be used. A reinforcing member that has a function of adjusting the orientation of the grip portion 30 but does not have a function of adjusting the length of the shaft member 20 can also be used. Depending on the configuration of the gantry 1, sufficient reinforcement is possible even in such a modified example.

また、補強部材10における軸材20の数は、1つでもよいし、2つでもよし、4つ以上でもよい。また、上述の実施の形態では、掴み部30の第1部分31が軸材20の軸方向Xに対する向きを調節可能になっているが、第1部分31は、軸材20の周方向に回転可能で且つ所望の位置で固定されるものでもよい。この場合、第2部分32が軸方向Xに対する向きを調節可能となるように構成されてもよい。
また、上記実施の形態では、ボルトやナット等を用いる構成を例示したが、このような部材は同じ機能を得られるものであれば、その他のものを採用してもよい。
Further, the number of shaft members 20 in the reinforcing member 10 may be one, two, or four or more. In the above-described embodiment, the first portion 31 of the grip portion 30 can adjust the orientation of the shaft member 20 with respect to the axial direction X, but the first portion 31 rotates in the circumferential direction of the shaft member 20. It may be fixed at any possible and desired position. In this case, the second portion 32 may be configured so that its orientation with respect to the axial direction X is adjustable.
Further, in the above-described embodiment, the configuration using bolts, nuts, etc. was exemplified, but other members may be employed as long as the same functions can be obtained.

1…太陽電池パネル用架台、2…支柱、2A…第1支柱、2B…第2支柱、3…縦桟、4…横桟、10…補強部材、20…軸材、21…固定軸部、21A…接続部材通し孔、21B…接続部材、22…スライド軸部、30…掴み部、30A…連結部、31…第1部分、31A…第1側対向壁、31B…第1側接続壁、31C…第1調節ボルト、32…第2部分、32A…第2側対向壁、32B…第2側接続壁、32C…第2調節ボルト、34…固定部材、40…支持部、41…連結ベース部、42…軸材連結部、42A…貫通孔、43…支持ボルト、44…ナット、50…スクリューパイル、51…頭部、51A…貫通孔、G…設置面、SP…太陽電池パネル、X…軸方向、St…基準方向 DESCRIPTION OF SYMBOLS 1... Solar cell panel stand 2... Support 2A... 1st support 2B... 2nd support 3... Vertical bar 4... Horizontal bar 10... Reinforcement member 20... Shaft member 21... Fixed shaft part, 21A...connecting member through hole 21B...connecting member 22...slide shaft portion 30...grip portion 30A...connecting portion 31...first portion 31A...first side opposing wall 31B...first side connecting wall, 31C... First adjusting bolt 32... Second part 32A... Second side facing wall 32B... Second side connecting wall 32C... Second adjusting bolt 34... Fixed member 40... Support part 41... Connection base Part, 42... Shaft connection part, 42A... Through hole, 43... Support bolt, 44... Nut, 50... Screw pile, 51... Head, 51A... Through hole, G... Installation surface, SP... Solar cell panel, X …Axial direction, St …Reference direction

Claims (9)

軸材と、
前記軸材の一端に設けられ且つ太陽電池パネル用の架台の一部との連結部を有する掴み部と、を備え、
前記軸材が長さ調節可能であるか、及び/又は、前記掴み部が前記軸材に対する向きを調節可能であり、
前記架台上の太陽電池パネルの荷重の一部を前記掴み部から前記軸材を介して前記架台の設置面に伝達させる、補強部材。
a shaft;
a gripping portion provided at one end of the shaft member and having a connecting portion with a portion of a mounting frame for a solar panel,
the shaft is adjustable in length and/or the grip is adjustable in orientation relative to the shaft;
A reinforcing member that transmits part of the load of the solar cell panel on the mount from the grip portion to the installation surface of the mount via the shaft member.
前記軸材が長さ調節可能であり、且つ、前記掴み部が前記軸材に対する向きを調節可能である、請求項1に記載の補強部材。 2. The reinforcement member of claim 1, wherein the shaft is adjustable in length and the grip is adjustable in orientation relative to the shaft. 前記掴み部は、前記軸材の軸方向に対する向きを調節可能であるとともに、前記軸方向に対して傾斜しない向きとなる状態において前記軸材の周方向に位置変更可能であることで、前記軸方向に直交する基準方向に対する向きを調節可能である、請求項1に記載の補強部材。 The grip portion can adjust the orientation of the shaft with respect to the axial direction, and can change its position in the circumferential direction of the shaft in a state in which it is not inclined with respect to the axial direction. 2. A reinforcement member according to claim 1, wherein the orientation with respect to a reference direction orthogonal to the direction is adjustable. 前記掴み部は、前記軸材の先端に連結される第1部分と、前記第1部分に連結されるとともに前記連結部を有する第2部分と、を有し、
前記掴み部は、前記第1部分が前記軸方向に対する向きを調節可能に前記軸材に連結されることで、前記軸方向に対する向きを調整可能であり、
前記掴み部は、前記第2部分が、前記第1部分と前記第2部分との間に跨がる軸状の連結材を軸中心に前記第1部分に対する相対位置を変更可能であることで、前記基準方向に対する向きを調節可能である、請求項3に記載の補強部材。
The grip portion has a first portion connected to the tip of the shaft member, and a second portion connected to the first portion and having the connecting portion,
The gripping portion is adjustable in orientation with respect to the axial direction by connecting the first portion to the shaft so that the orientation with respect to the axial direction is adjustable,
In the gripping portion, the second portion can change its relative position with respect to the first portion about a shaft-shaped connecting member spanning between the first portion and the second portion. 4. A reinforcement member according to claim 3, wherein the orientation relative to the reference direction is adjustable.
前記軸材が前記一端とは反対側の他端の側の部分を軸中心に回転移動可能となるように前記軸材を支持する支持部をさらに備える、請求項1乃至4のいずれかに記載の補強部材。 5. The shaft member according to claim 1, further comprising a support portion that supports the shaft member so that the shaft member can rotate around an axis on the other end side opposite to the one end. reinforcement member. 前記支持部は、貫通孔を有し、前記貫通孔に通した締結部材が設置面に設置された杭部材に締結されることで前記杭部材に連結される、請求項5に記載の補強部材。 The reinforcing member according to claim 5, wherein the support portion has a through hole, and is connected to the pile member by fastening the fastening member passed through the through hole to the pile member installed on the installation surface. . 前記支持部に、少なくとも2つの前記軸材が支持される、請求項5又は6に記載の補強部材。 The reinforcing member according to claim 5 or 6, wherein at least two of said shaft members are supported by said support portion. 前記軸材が前記一端とは反対側の他端の側の部分を軸中心に回転移動可能となるように前記軸材を支持する支持部をさらに備え、
前記支持部に、3つの前記軸材が支持される、請求項1に記載の補強部材。
further comprising a support portion for supporting the shaft so that the shaft is rotatable about the other end on the side opposite to the one end,
The reinforcing member according to claim 1, wherein the support portion supports the three shaft members.
既設の太陽電池パネル用の架台の補強方法であって、
請求項1乃至8のいずれかに記載の補強部材を準備する工程と、
前記軸材を長さ調節するか、及び/又は、前記軸材に対する前記掴み部の向きを調節しつつ、前記架台の一部と前記掴み部とを連結させる工程と、を備え、
前記架台上の太陽電池パネルの荷重の一部を前記掴み部から前記軸材を介して前記架台の設置面に伝達させるようにする、太陽電池パネル用架台の補強方法。
A method for reinforcing an existing solar panel mounting frame, comprising:
A step of providing a reinforcing member according to any one of claims 1 to 8;
adjusting the length of the shaft and/or adjusting the orientation of the grip with respect to the shaft while connecting a portion of the pedestal and the grip,
A method of reinforcing a solar cell panel frame, wherein part of the load of the solar cell panel on the frame is transmitted from the grip portion to the mounting surface of the frame via the shaft member.
JP2021037759A 2021-03-09 2021-03-09 Reinforcing member and method for solar cell panel frame Pending JP2022138000A (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08170790A (en) * 1994-12-19 1996-07-02 Central Res Inst Of Electric Power Ind Frame for solar cell module
JP4977270B1 (en) * 2011-12-21 2012-07-18 孝 菅原 Solar power generation panel installation system and installation method
JP2012202030A (en) * 2011-03-23 2012-10-22 Freesia House Co Ltd Frame for solar cell module and solar cell system using the frame
JP2013199791A (en) * 2012-03-26 2013-10-03 Raiteku:Kk Frame for solar panel and construction method
JP2014152486A (en) * 2013-02-07 2014-08-25 Universal Kogyo Kk Post for supporting solar battery panel trestle
JP2014212176A (en) * 2013-04-17 2014-11-13 株式会社サンレール Installation device of solar battery array
JP2016134938A (en) * 2015-01-15 2016-07-25 三菱電機株式会社 Solar cell module mounting frame and solar cell module construction method
JP2019161987A (en) * 2018-03-16 2019-09-19 株式会社エクソル Support structure, support base, and photovoltaic power generation facility

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08170790A (en) * 1994-12-19 1996-07-02 Central Res Inst Of Electric Power Ind Frame for solar cell module
JP2012202030A (en) * 2011-03-23 2012-10-22 Freesia House Co Ltd Frame for solar cell module and solar cell system using the frame
JP4977270B1 (en) * 2011-12-21 2012-07-18 孝 菅原 Solar power generation panel installation system and installation method
JP2013199791A (en) * 2012-03-26 2013-10-03 Raiteku:Kk Frame for solar panel and construction method
JP2014152486A (en) * 2013-02-07 2014-08-25 Universal Kogyo Kk Post for supporting solar battery panel trestle
JP2014212176A (en) * 2013-04-17 2014-11-13 株式会社サンレール Installation device of solar battery array
JP2016134938A (en) * 2015-01-15 2016-07-25 三菱電機株式会社 Solar cell module mounting frame and solar cell module construction method
JP2019161987A (en) * 2018-03-16 2019-09-19 株式会社エクソル Support structure, support base, and photovoltaic power generation facility

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