JP2018026892A - Cable suspension aerial photovoltaic power generator - Google Patents

Cable suspension aerial photovoltaic power generator Download PDF

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JP2018026892A
JP2018026892A JP2016155330A JP2016155330A JP2018026892A JP 2018026892 A JP2018026892 A JP 2018026892A JP 2016155330 A JP2016155330 A JP 2016155330A JP 2016155330 A JP2016155330 A JP 2016155330A JP 2018026892 A JP2018026892 A JP 2018026892A
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cable
frame
power generation
panel
photovoltaic power
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JP6211656B1 (en
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修 庄山
Osamu Shoyama
修 庄山
直久 細田
Naohisa Hosoda
直久 細田
雅生 細見
Masao Hosomi
雅生 細見
山口 正雄
Masao Yamaguchi
正雄 山口
中村 勉
Tsutomu Nakamura
中村  勉
春輝 岡田
Haruki Okada
春輝 岡田
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KOMAIHALTEC Inc
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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

PROBLEM TO BE SOLVED: To provide a cable suspension aerial photovoltaic power generator in which a photovoltaic power generation panel is hardly oscillated.SOLUTION: In a cable suspension aerial photovoltaic power generator, a front and rear group of support rods 1a and 1b is separated to a longitudinal direction and is provided on a foundation G, cables 2a and 2b in front and rear sides are installed between the support rods 1a and 1b, and a photovoltaic power generation panel P is attached to the cable through a frame 10. The frame 10 is formed by left and right group of frame levers 11 and 11 installed between the longitudinal cables; and a front and rear group of purlin materials 12 fixed on an upper surface of the frame levers between the pair of frame levers. A panel P is provided on the upper surface of the purlin materials. Since an air (wind) blows in a space between the panel and the purlin materials and the wind smoothly blows due to existence of the purlin materials, reattachment is progressed from the peeling depending on a wind direction. An oscillation of the panel is suppressed by the blowing of the wind in the space and the reattachment. When the oscillation is suppressed, the length between cable spans of the support rods can become longer, and it can be adapted to a various land form condition, and the cost can be reduced.SELECTED DRAWING: Figure 3

Description

この発明は、太陽光発電パネルをケーブルに支持するケーブル懸架型空中太陽光発電装置に関するものである。   The present invention relates to a cable suspension type aerial photovoltaic power generation apparatus that supports a photovoltaic power generation panel on a cable.

近年、再生可能エネルギーのひとつである太陽エネルギーを利用した太陽光発電は、環境に配慮したシステムとして普及が進んでいる。その太陽光発電のためのモジュール(太陽光発電パネル)は、農耕不適切地や農耕放棄地、空き地等の平地や各種建築物の屋根部分に専用フレームを介した固定設置型(路地置き、野地置き)が主流である。
しかし、国土の狭い我が国においては、太陽光発電パネル(以下、適宜に、単に「パネル」とも称する。)を設置する平地や屋根は限られており、駐車場の上、建造物の上、河川の上等の他の各種の場所(地盤)に設置することが望まれている。
In recent years, photovoltaic power generation using solar energy, which is one of renewable energies, has been spreading as an environment-friendly system. The modules for photovoltaic power generation (solar power generation panels) are fixed installation type (alley placement, field, etc.) through a special frame on flat areas such as inappropriate agricultural land, abandoned agricultural land, vacant land, and roofs of various buildings. Is the mainstream.
However, in Japan, where the country is small, there are limited flat lands and roofs where solar power generation panels (hereinafter simply referred to as “panels”) are installed. It is desired to be installed in various other places (ground) such as above.

このため、前後対の支柱を左右方向に離して地盤上に設け、その左右の前側の支柱の間、及び左右の後側の支柱の間に、それぞれケーブルを懸架し、その前後のケーブルの間にフレームを架設し、そのフレームに太陽光発電パネルを取り付けたケーブル懸架型空中太陽光発電装置(設備)が提案されている(特許文献1図1等、特許文献2図1等参照)。
このケーブル懸架型空中太陽光発電装置は、支柱さえ構築出来れば、ケーブル下方の態様は選ばないため、駐車場や建造物のみならず、河川、谷などでも設置することができる。
For this reason, a pair of front and rear struts are provided on the ground separated in the left-right direction, and cables are suspended between the left and right front struts and between the left and right rear struts, and between the front and rear cables. A cable-suspended aerial solar power generation device (equipment) is proposed in which a frame is installed on the frame and a solar power generation panel is attached to the frame (see, for example, FIG.
Since this cable suspension type aerial photovoltaic power generation apparatus can be installed in a river, a valley, etc. as well as a parking lot and a building, as long as it can construct a support column, it does not choose a mode below the cable.

特開2012−600095号公報JP2012-600095A 特開2015−37163号公報Japanese Patent Laying-Open No. 2015-37163

太陽光発電パネルは、型式(タイプ)にもよるが、その重量は12kg/m程度であって、被設置物としては大きな重量ではない。しかし、上記ケーブル懸架型空中太陽光発電装置においては、コスト面もさることながら、風によるパネルの振動(揺れ)等が問題となる。このとき、支柱間のスパンを短くしたり、揺れ防止用ケーブルを張渡したりすれば、その振動を抑制できる。また、パネルのケーブルへの支持構造はシンプルであればコストの低減を図り得るが、上記フレーム等の架台とケーブルとの接続部は複雑な構造のものが多い。 Although the photovoltaic power generation panel depends on the type, the weight is about 12 kg / m 2 and is not a large weight as an installation object. However, in the above-described cable-suspended aerial solar power generation device, the vibration (sway) of the panel due to wind becomes a problem as well as the cost. At this time, if the span between the columns is shortened or a cable for preventing shaking is stretched, the vibration can be suppressed. In addition, if the support structure of the panel to the cable is simple, the cost can be reduced. However, the connection part between the frame such as the frame and the cable often has a complicated structure.

この発明は、以上の実状の下、ケーブル懸架型空中太陽光発電装置において、上記左右の支柱間、すなわち、上記スパンを長くすること等を課題とする。   This invention makes it a subject to lengthen the said span between the said right-and-left support | pillars, ie, the said span, etc. in a cable suspension type | mold air solar power generation device based on the above actual condition.

上記課題を達成するため、この発明は、ケーブルに太陽光発電パネルを懸架する架台の構成に工夫を行って風によるパネルの振動を防止するようにしたのである。
パネルが振動しなければ、上記スパンも長くすることができ、支柱の数も少なくし得てコストの低減を図ることができる。
In order to achieve the above object, the present invention has been devised in the structure of a gantry for suspending a photovoltaic power generation panel on a cable to prevent panel vibration due to wind.
If the panel does not vibrate, the span can be lengthened, the number of struts can be reduced, and the cost can be reduced.

具体的には、前後対の支柱を左右方向に離して地盤上に設けた吊り構造部と、前記左右の前側の支柱の間、及び左右の後側の支柱の間に、それぞれ懸架されたケーブルと、その前後のケーブルの間に架設されたフレームと、そのフレームに取り付けた太陽光発電パネルと、を備えるケーブル懸架型空中太陽光発電装置において、前記フレーム(架台)は、前後のケーブルの間に架設された左右対のフレーム杆と、その対のフレーム杆の間に、そのフレーム杆の上面に固定された母屋材とからなり、その母屋材の上面に太陽光発電パネルを設けた構成としたのである。
このように構成すると、後述するように、太陽光発電パネルとフレーム杆の間に、母屋材によって空間が形成され、その空間を空気(風)が通り抜けるため、空気力を弱め、パネルの振動は抑制される。
Specifically, cables suspended between a suspension structure provided on the ground with a pair of front and rear columns separated in the left-right direction, the left and right front columns, and the left and right rear columns. And a frame suspended between the front and rear cables, and a solar power generation panel attached to the frame, the frame (stand) between the front and rear cables A pair of left and right frame fences, and a purlin material fixed on the upper surface of the frame fence between the pair of frame fences, and a configuration in which a photovoltaic panel is provided on the upper surface of the purlin material It was.
With this configuration, as will be described later, a space is formed by the purlin material between the photovoltaic power generation panel and the frame wall, and since air (wind) passes through the space, the aerodynamic force is weakened, and the vibration of the panel is It is suppressed.

この構成において、上記各太陽光発電パネルは支柱を設けた地盤の傾斜角度に合わせることが好ましい。このようにすれば、風(気流)は、通常、地盤表面に沿って流れるため、パネル(表面)がその方向になっている(地盤の傾斜角度に合わせた)ことにより、風によるパネルへの抗力が少なくなる。
また、上記フレームの前後左右を前後のケーブルにそれぞれ上下方向の支持杆を介して取り付ければ、ケーブルと太陽光発電パネルとの間に空間が形成され、その空間を空気(風)が通り抜けるため、パネルの振動は抑制される。その支持杆によるパネルのケーブルへの取付は、例えば、支持杆の一端がフレームに固定され、支持杆の他端は調整板に不動に固定され、その調整板は、ケーブルを挟持してボルトで締結固定された止め板に長孔を介してボルト・ナットで締結固定されている構成を採用することができる。長孔内のボルトの位置によってパネル表面の水平に対する角度等を調節することができる。
さらに、左右の支柱の間に懸架されたケーブルの中程からのステイケーブルを地盤に固定すれば、風によるフレーム全体が回転するダイバージェンスを抑制し得るため、太陽光発電パネルの不安定現象も抑制される。
In this configuration, it is preferable that each of the photovoltaic power generation panels is adjusted to the inclination angle of the ground provided with the support columns. In this way, since the wind (airflow) normally flows along the ground surface, the panel (surface) is in that direction (according to the inclination angle of the ground), so Drag is reduced.
In addition, if the front and rear, left and right of the frame are attached to the front and rear cables via vertical support rods, a space is formed between the cable and the photovoltaic power generation panel, and air (wind) passes through the space. The vibration of the panel is suppressed. The panel is attached to the cable by the support rod, for example, one end of the support rod is fixed to the frame, and the other end of the support rod is fixedly fixed to the adjustment plate. It is possible to employ a configuration in which the fastening plate is fastened and fixed with bolts and nuts through a long hole to the fastening plate that is fastened and fixed. The angle of the panel surface with respect to the horizontal can be adjusted by the position of the bolt in the long hole.
In addition, if the stay cable from the middle of the cable suspended between the left and right columns is fixed to the ground, the divergence of the entire frame rotating due to wind can be suppressed, so the instability phenomenon of the photovoltaic power generation panel is also suppressed. Is done.

この発明は、以上のように構成して、太陽光発電パネルに作用する風の抗力が極力働かないようにしたので、パネルの振動が抑制され、これによって、支柱間のスパンを長くすることができて、コストの低減を図ることができる。スパンを長くし得ることは、支柱間隔を広げることとなり、高低差のある地形に対して太陽光発電装置の設置を可能とし得る。   Since the present invention is configured as described above so that the wind drag acting on the photovoltaic power generation panel does not work as much as possible, the vibration of the panel is suppressed, and thereby the span between the columns can be lengthened. And cost reduction can be achieved. If the span can be lengthened, the interval between the columns can be widened, and the solar power generation apparatus can be installed on the terrain having a difference in height.

この発明に係るケーブル懸架型空中太陽光発電装置の一実施形態を示す概略設置説明用正面図Schematic installation explanatory front view showing one embodiment of a cable suspension type aerial solar power generation device according to the present invention 同概略設置説明平面図Same schematic installation plan view 図1の要部拡大図であり、(a)は太陽光発電パネルの懸架部の正面図、(b)は同側面図It is a principal part enlarged view of FIG. 1, (a) is a front view of the suspension part of a photovoltaic power generation panel, (b) is the side view 図1の要部側面図Side view of essential parts of FIG. 図1のステイケーブル部分を示し、(a)は正面図、(b)は側面図The stay cable part of FIG. 1 is shown, (a) is a front view, (b) is a side view. 同実施形態の作用図Operational diagram of the embodiment 他の実施形態の太陽光発電パネルの懸架部の正面図Front view of suspension part of photovoltaic power generation panel of other embodiment ケーブル懸架型空中太陽光発電装置における支柱の各構成図Each block diagram of the support in the cable suspension type aerial photovoltaic power generation system 他の各実施形態を示す概略設置説明用正面図Front view for explaining schematic installation showing other embodiments この発明に係る太陽光発電パネルの配置態様を示し、(a)は概略設置説明用正面図、(b)は(a)の部分拡大図The arrangement | positioning aspect of the photovoltaic power generation panel which concerns on this invention is shown, (a) is a schematic installation explanatory front view, (b) is the elements on larger scale of (a).

以下、この発明に係るケーブル懸架型空中太陽光発電装置(設備)の一実施形態を図1〜図8に基づいて説明する。
この実施形態のケーブル懸架型空中太陽光発電装置は、従来と同様に、図1、図2に示すように、前後対の支柱1a、1a、1b、1b(総称符号1)を左右方向に離して地盤G上に設けた吊り構造部と、前記左右の前側の支柱1a、1aの間、及び左右の後側の支柱1b、1bの間に、それぞれ懸架されたケーブル2a、2b(総称符号2)と、その前後のケーブル2a、2bの間に架設されたフレーム10と、そのフレーム10に取り付けた太陽光発電パネルPとからなる。
Hereinafter, an embodiment of a cable suspension type aerial solar power generation device (facility) according to the present invention will be described with reference to FIGS.
As shown in FIGS. 1 and 2, the cable-suspended aerial solar power generation apparatus of this embodiment has a pair of front and rear columns 1a, 1a, 1b, and 1b (general reference numeral 1) separated in the left-right direction. Cable 2a, 2b (generic symbol 2) respectively suspended between the suspension structure provided on the ground G and the left and right front columns 1a, 1a and the left and right rear columns 1b, 1b. ), And a frame 10 installed between the cables 2 a and 2 b before and after that, and a photovoltaic power generation panel P attached to the frame 10.

支柱1の設置態様は、図8に示す、単独柱式(同図(a))、ラーメン柱式(同図(b))、トラス柱式(同図(c))等が考えられるが、この実施形態においてはトラス柱式を採用した。この支柱1へのケーブル2の懸架は、従来周知の締結・緊張構造を採用する。
上記フレーム10は、前後のケーブル2a、2bの間に架設された左右対のフレーム杆(支持梁)11、11と、その対のフレーム杆11、11の間に、そのフレーム杆11の上面に固定された対の母屋材12、12と、対のフレーム杆11の両端部を連結固定するアングル材13とからなる上面母屋材12、12付の四角枠である(図2参照)。その対の母屋材12、12の上に、その前後(図2においては左右)に二個並列の太陽光発電パネルPを長さ方向に4行並べて取り付けてある。このパネルPの取付態様は、4行以外に6行等と任意である。その母屋材12のフレーム杆11及びパネルPの母屋材12へのそれぞれの取付は、従来の固定設置型と同様にボルト・ナット等によって行う(図4参照)。
As for the installation mode of the column 1, a single column type (same figure (a)), a ramen column type (same figure (b)), a truss column type (same figure (c)), etc. are considered. In this embodiment, a truss column type is adopted. The suspension of the cable 2 to the support column 1 employs a conventionally known fastening / tensioning structure.
The frame 10 is disposed on the upper surface of the frame rod 11 between the pair of left and right frame rods (support beams) 11 and 11 and the pair of frame rods 11 and 11 laid between the front and rear cables 2a and 2b. It is a square frame with upper face purlins 12 and 12 comprising a pair of fixed purlins 12 and 12 and angle members 13 that connect and fix both ends of the pair of frame ridges 11 (see FIG. 2). On the pair of purlins 12 and 12, two photovoltaic power generation panels P arranged in parallel in the longitudinal direction are attached to the front and rear (left and right in FIG. 2). The attachment mode of this panel P is arbitrary, such as 6 lines other than 4 lines. Each attachment of the purlin member 12 to the frame rod 11 and the panel P to the purlin member 12 is performed by bolts, nuts, etc. as in the conventional fixed installation type (see FIG. 4).

その太陽光発電パネルP付フレーム10が上記支柱1間に架設されたケーブル2に懸架(懸垂)される。その懸架は、図3に示すように、対の止め板15、15と、調整板16と、吊りボルト((支持杆)17とによって行っている。その構成は、まず、止め板15、15をケーブル2に挟持してボルト・ナット18によって締結する。つぎに、調整板16に溶接固定された吊りボルト17をアングル材13に挿し通してナット18aによって締結する。止め板15には横方向の弧状長孔19が形成されており、その長孔19にボルト・ナット19aを通して締結することによって止め板15に調整板16が締結固定される。このとき、長孔19内のボルト19aの位置を移動させたり、吊りボルト17の長さや下部ネジ部のアングル材13との締結位置を調整したりしてパネルPが地盤Gの表面に平行になるようにする。この実施形態では地盤Gの表面(地面)が水平のためパネルPは水平になっている。   The frame 10 with the solar power generation panel P is suspended (suspended) on the cable 2 installed between the columns 1. 3, the suspension is performed by a pair of stop plates 15, 15, an adjustment plate 16, and a suspension bolt ((support rod) 17. First, the structure of the stop plates 15, 15 is used. Is clamped by the bolt 2 and the nut 18. Next, the suspension bolt 17 welded and fixed to the adjustment plate 16 is inserted into the angle member 13 and fastened by the nut 18a. The adjustment plate 16 is fastened and fixed to the stop plate 15 by fastening the elongated hole 19 through a bolt / nut 19a, and the position of the bolt 19a in the long hole 19 is fixed. Or the length of the suspension bolt 17 or the fastening position of the lower screw portion with the angle member 13 is adjusted so that the panel P is parallel to the surface of the ground G. In this embodiment, the ground Panel P since the surface (ground) is horizontal is horizontal.

この実施形態は、フレーム10の左右二個所でケーブル2に取り付けているが、三個所以上と任意である。その両懸架個所(吊りボルト17)間のほぼ中央にも止め板15が締結固定されており(図3(a)参照)、この止め板15は、ワイヤ15aによってフレーム10(アングル材13)に連結されて、吊りボルト17が何らかの事由によってフレーム10(パネルP)から外れた場合、フレーム10(パネルP)が落下することを防止する。
フレーム杆11と母屋材12との間、吊りボルト17とアングル材13との間には高減衰ゴム片14を介在してボルト緩みの防止と振動吸収を図っている(図3(b)、図4参照)。
In this embodiment, the cable 10 is attached to the cable 2 at two positions on the left and right sides of the frame 10, but the number is arbitrary as long as three or more. A stop plate 15 is fastened and fixed substantially at the center between the two suspension points (the suspension bolts 17) (see FIG. 3A). The stop plate 15 is attached to the frame 10 (angle member 13) by a wire 15a. When the suspension bolt 17 is disconnected from the frame 10 (panel P) for some reason, the frame 10 (panel P) is prevented from falling.
A high-damping rubber piece 14 is interposed between the frame rod 11 and the purlin member 12 and between the suspension bolt 17 and the angle member 13 to prevent bolt loosening and to absorb vibration (FIG. 3B). (See FIG. 4).

図1、図5に示すように、ケーブル2の中程にステイケーブル30を接続して地盤Gに固定している。そのステイケーブル30は、上記止め板15等と同一構成の止め板31等によってケーブル2に締結固定され、地盤Gにはアンカー台32によって固定されている。このステイケーブル30によって、風によるフレーム10全体が回転するダイバージェンスの発生やパネルPの振動が抑制される。図中、33はシャックル、34はワイヤーグリップである。   As shown in FIGS. 1 and 5, a stay cable 30 is connected to the middle of the cable 2 and fixed to the ground G. The stay cable 30 is fastened and fixed to the cable 2 by a stop plate 31 having the same structure as the stop plate 15 and the like, and is fixed to the ground G by an anchor base 32. The stay cable 30 suppresses the occurrence of divergence that causes the entire frame 10 to rotate due to wind and the vibration of the panel P. In the figure, 33 is a shackle and 34 is a wire grip.

この実施形態のケーブル懸架型空中太陽光発電装置は以上の構成であり、図1に示すように、ケーブル2は自碇式構造となって、パネルPが地面(地盤)Gと平行となって、太陽光を受けることによって発電する。
一方、風wが吹くと(気流wが生じると)、通常、その風wは地盤表面(地面)に沿って流れるため(図10参照)、パネルP(表面)がその方向になっていることにより、風wによるパネルへの抗力が少なくなる。このため、パネルPの振動が抑制される。すなわち、パネルPは地盤Gの傾斜角度となっている(合わせている)ため、パネルの振動が抑制される。
The cable suspension type aerial photovoltaic power generation apparatus of this embodiment has the above-described configuration. As shown in FIG. 1, the cable 2 has a self-contained structure, and the panel P is parallel to the ground (ground) G. Generate electricity by receiving sunlight.
On the other hand, when the wind w blows (when the airflow w is generated), the wind w usually flows along the ground surface (ground) (see FIG. 10), so the panel P (surface) is in that direction. This reduces the drag on the panel due to the wind w. For this reason, the vibration of the panel P is suppressed. That is, since the panel P has the inclination angle of the ground G (matched), the vibration of the panel is suppressed.

このとき、左右方向(図2において左右方向)においては、図6(a)に示すように、パネルPの側面に当たった風(気流)wは、その側面の角で分流し、パネルPの下側にも隙間があり、風wは流れやすく、抗力は小さく抑えられている。そのパネルPの表面(上面)を流れる風wはパネルPを押し付け、同裏面(下面)を流れる風wは、母屋材12があるもののフレーム杆11とパネルPとに間隙があって、その下側をより速い速度で流れるため、上側より圧力が低下し、パネルPには大きな揚力を与えない。このため、パネルPは下方に押し付けられてケーブル2に与える振動は抑えられる。   At this time, in the left-right direction (left-right direction in FIG. 2), as shown in FIG. 6A, the wind (airflow) w that hits the side surface of the panel P is shunted at the corners of the side surface. There is also a gap on the lower side, the wind w is easy to flow, and the drag is kept small. The wind w flowing on the front surface (upper surface) of the panel P presses the panel P, and the wind w flowing on the rear surface (lower surface) has a gap between the frame wall 11 and the panel P, although there is the purlin 12, Since the side flows at a higher speed, the pressure is lower than the upper side, and the panel P is not given a large lift. For this reason, the panel P is pressed downward and the vibration given to the cable 2 is suppressed.

また、前後方向(図2において上下方向)においては、図6(b)に示すように、パネルPの側面に当たった気流wは、その側面の角で分流し、パネルPの表裏面を流れる。このとき、パネルPの表面(上面)を流れる風wはパネルPを押し付け、同裏面(下面)を流れる風wは、母屋材12に当たって母屋材12への再付着等が生じる。この再付着によってパネルPへの揚力等が抑えられる。また、この場合も下側の流速が上側より速くなり、下側の圧力は低下し、パネルPは下方に押し付けられてケーブル2に与える振動は抑えられる。
以上の作用によって、この実施形態のパネルPは振動することが極めて少ない。
なお、支柱1も、水平断面十字状とすると、一方向において、剥離点と再付着点が生じて耐風対策した構造とし得る。
Further, in the front-rear direction (vertical direction in FIG. 2), as shown in FIG. 6B, the air flow w that hits the side surface of the panel P is divided at the corners of the side surface and flows on the front and back surfaces of the panel P. . At this time, the wind w flowing on the front surface (upper surface) of the panel P presses the panel P, and the wind w flowing on the rear surface (lower surface) hits the main building material 12 and reattaches to the main building material 12 and the like. This reattachment suppresses lift and the like on the panel P. Also in this case, the lower flow velocity is higher than the upper one, the lower pressure is reduced, and the panel P is pressed downward to suppress the vibration applied to the cable 2.
Due to the above action, the panel P of this embodiment hardly vibrates.
In addition, if the support | pillar 1 is also made into the cross-section of a horizontal cross section, it can be set as the structure which the peeling point and the reattachment point produced in one direction, and took measures against wind resistance.

この実施形態のケーブル懸架型空中太陽光発電装置において、海岸沿いの平地に、図1に示す、ケーブル支間長L:22.4m、ケーブル間:7.11m、支柱1の高さ:4.5m、ケーブル2のサグ(最下降長さ):1.65mとした実機を製作した。
このケーブル懸架型空中太陽光発電装置に対し、前後ケーブル2a、2bの端部から1/6×L(≒3.7m)点に小型3軸加速度計を取り付けた。その加速度計の取り付けは、複数のモードが算出できるように、事前に行なった振動解析により鉛直方向に卓越した低次のモードの振幅が大きくなる位置とした。
計測に当たっては,加振試験により基本的な特性を明らかにするとともに,支柱上部に設置した風向計及び風速計にて風況を確認し、加速度と同時にその計測値を記録させることとした。なお、加速度の計測については加速度計に0.2G以上の値が検出されてから、約200秒をサンプリング間隔50msecで計測した。
In the cable suspension type aerial photovoltaic power generator of this embodiment, on the flat land along the coast, the cable span length L: 22.4 m, the cable gap: 7.11 m, and the height of the column 1: 4.5 m shown in FIG. The sag of cable 2 (the lowest descending length): 1.65 m was manufactured.
A small triaxial accelerometer was attached to this cable-suspended aerial photovoltaic power generator at a point of 1/6 × L (≈3.7 m) from the ends of the front and rear cables 2a, 2b. The accelerometer was installed at a position where the amplitude of the low-order mode that was excellent in the vertical direction was increased by vibration analysis performed in advance so that a plurality of modes could be calculated.
In the measurement, the basic characteristics were clarified by the vibration test, and the wind conditions were confirmed with an anemometer and anemometer installed on the top of the column, and the measured values were recorded simultaneously with the acceleration. In addition, about the measurement of acceleration, after the value more than 0.2G was detected by the accelerometer, about 200 second was measured with the sampling interval of 50 msec.

この計測において、風速は瞬間最大で33m/s程度を記録したが,ダイバージェンスやフラッターなどの不安定現象は発生せず、計測結果より、強風時の振動は、バフェッティング振動であって、強風時においてもその振幅は小さく、十分な耐風安定性能を有していることを確認した。現在、このケーブル懸架型空中太陽光発電装置の運転に特段の問題は生じていない。
この計測により、強風の発生する頻度の高い地域においても,このケーブル懸架型空中太陽光発電装置が同様な耐風安定性能を有することが期待できる。
In this measurement, the wind speed was recorded at a maximum of about 33 m / s at the moment, but instability phenomena such as divergence and flutter did not occur. From the measurement results, the strong wind vibration was buffeting vibration, Even at times, the amplitude was small, and it was confirmed that it had sufficient wind-resistant stability. At present, no particular problem has occurred in the operation of this cable-suspended aerial solar power generation apparatus.
By this measurement, it can be expected that this cable-suspended aerial photovoltaic power generation device has the same wind-resistant and stable performance even in an area where strong winds are frequently generated.

上記実施形態においては、パネルPを下方に懸架した(吊り下げ型とした)が、図7に示すように、上掛け型とし得る。このとき、上掛けボルト17’は鋼棒とし、アングル材13の下面にフレーム杆11と同一形状の梁材21を溶接等によって設け、その梁材21の側面に筒材22を溶接固定し、その筒材21に上掛けボルト17’を通してナット23で止める。吊り下げ型にあっては、吊り下げボルト17は支障が無い限りにおいて可撓性を有するワイヤとすることもでき、上掛け型においても、図3(a)に示すワイヤ15aによるフレーム10(パネルP)の落下防止構造を採用できる。   In the embodiment described above, the panel P is suspended downward (having a hanging type), but as shown in FIG. At this time, the upper bolt 17 ′ is a steel rod, the beam member 21 having the same shape as the frame rod 11 is provided on the lower surface of the angle member 13 by welding or the like, and the tubular member 22 is welded and fixed to the side surface of the beam member 21. The tubular member 21 is clamped with a nut 23 through an upper bolt 17 '. In the hanging type, the hanging bolt 17 can be a flexible wire as long as there is no hindrance, and the frame 10 (panel) by the wire 15a shown in FIG. P) fall prevention structure can be adopted.

このケーブル懸架型空中太陽光発電装置は、図2に示すように、4本の支柱1(1a、1a、1b、1b)からなるスペースに構成するものであったり、図9(a)、(b)に示すように、左右方向に三本以上の支柱1を立てたり、前後方向に三本以上の支柱1を立てたりして、パネルPを所要枚数縦横に懸架する構成とし得ることは勿論である。また、支柱1の支え方式も、図9(a)に示す方杖式や、同図(b)に示すアンカーレッジ式などを適宜に採用できることは言うまでもない。   As shown in FIG. 2, this cable-suspended aerial solar power generation apparatus is configured in a space composed of four support columns 1 (1a, 1a, 1b, 1b). As shown in b), it is of course possible to suspend the panel P vertically and horizontally by placing three or more struts 1 in the left-right direction or three or more struts 1 in the front-rear direction. It is. Further, it goes without saying that the support system of the support column 1 can appropriately employ a cane type shown in FIG. 9A, an anchorage type shown in FIG.

この実施形態のケーブル懸架型空中太陽光発電装置は、海岸沿いの平地に構築したが、下側に広い空間を確保出来る場所、例えば、駐車場や、建築物の上方等においても設置でき、また、種々の河川の両護岸間などに設置し得ることは勿論である。河川の場合、山間の谷の両岸間にも設置できる。日照問題に支障がなければ、農地、牧場等においても設置出来る。   The cable-suspended aerial photovoltaic power generation apparatus of this embodiment is constructed on a flat land along the coast, but can also be installed in a place where a large space can be secured on the lower side, such as a parking lot or above a building. Of course, it can be installed between the two revetments of various rivers. In the case of a river, it can be installed between both sides of a mountain valley. If there is no hindrance to the sunshine problem, it can be installed on farms and ranches.

その各設置において、上記のように、各太陽光発電パネルPは支柱1を設けた地盤Gの傾斜角度(地盤Gの表面に沿う気流)に合わせて傾斜させることが好ましい。例えば、図10(a)に示すように、起伏表面(地面)fの地盤Gであって、気流wの方向が傾くことが予測される場合には、気流wの方向に合わせてパネルPを設置することで風によるパネルPへの抗力を抑えることができる。そのとき、同図に示すように、支持杆17は、鉛直方向(重力方向)とするのが好ましく、パネルPの傾斜角度は、地盤面(地面)fの傾斜を考慮して決定した気流解析によって(気流wの方向を流体解析等で予測して)適宜に設定し、支持杆17の長さ調整や長孔19内のボルト19aの位置を移動させる等による調整によって前記設定した傾斜角度にする。また、同図(b)に示すように、各パネルPとケーブル2との中心(支持杆17、17の鎖線で示す中心線)の高さhは一定とすることが好ましい。地面fが平坦な場合、一般的にはパネルPは地盤面と平行となる。   In each of the installations, as described above, each photovoltaic power generation panel P is preferably inclined according to the inclination angle of the ground G on which the support column 1 is provided (the airflow along the surface of the ground G). For example, as shown in FIG. 10 (a), when the ground G of the undulating surface (ground) f is predicted to be inclined in the direction of the airflow w, the panel P is adjusted to the direction of the airflow w. By installing, the drag to the panel P by wind can be suppressed. At that time, as shown in the figure, the support rod 17 is preferably in the vertical direction (the direction of gravity), and the inclination angle of the panel P is determined in consideration of the inclination of the ground surface (ground) f. (By predicting the direction of the air flow w by fluid analysis or the like) and setting the tilt angle to the set inclination angle by adjusting the length of the support rod 17 or adjusting the position of the bolt 19a in the long hole 19 or the like. To do. Further, as shown in FIG. 2B, it is preferable that the height h of the center of each panel P and the cable 2 (center line indicated by a chain line of the support rods 17 and 17) is constant. When the ground f is flat, the panel P is generally parallel to the ground surface.

なお、パネルPのケーブル2への取付手段としては、フレーム10とパネルPを各種の工場で別々に組み立て、クレーンでそれらを所定の位置に吊り込み、ケーブル2の下側に架設時用とメンテナンス時用にケーブルを張り渡し、移動可能な足場によりボルト18、19aの締め等の取付作業をする。
因みに、今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。この発明の範囲は、特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図されることは言うまでもない。
As a means for attaching the panel P to the cable 2, the frame 10 and the panel P are separately assembled at various factories, and they are hung at a predetermined position by a crane. The cable is stretched over time, and the bolts 18 and 19a are attached by a movable scaffold.
Incidentally, it should be thought that embodiment disclosed this time is an illustration and restrictive at no points. It goes without saying that the scope of the present invention is defined by the terms of the claims, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

1、1a、1b 支柱
2、2a、2b ケーブル
10 フレーム(架台)
11 フレーム杆(支持梁)
12 母屋材
13 アングル材
15 止め板
17 吊りボルト(支持杆)
19 長孔
30 ステイケーブル
1, 1a, 1b Post 2, 2a, 2b Cable 10 Frame (frame)
11 Frame 杆 (support beam)
12 Purlin material 13 Angle material 15 Stop plate 17 Suspension bolt (support rod)
19 Long hole 30 Stay cable

Claims (4)

前後対の支柱(1、1a、1b)を左右方向に離して地盤(G)上に設けた吊り構造部と、前記左右の前側の支柱(1a、1a)の間、及び左右の後側の支柱(1b、1b)の間に、それぞれ懸架されたケーブル(2、2a、2b)と、その前後のケーブル(2a、2b)の間に架設されたフレーム(10)と、そのフレーム(10)に取り付けた太陽光発電パネル(P)と、を備えるケーブル懸架型空中太陽光発電装置において、
上記フレーム(10)は、前後のケーブル(2a、2b)の間に架設された左右対のフレーム杆(11、11)と、その対のフレーム杆(11、11)の間に、そのフレーム杆(11)の上面に固定された母屋材(12、12)とからなり、その母屋材(12)の上面に上記太陽光発電パネル(P)を設けたケーブル懸架型空中太陽光発電装置。
Between the suspension structure provided on the ground (G) by separating the pair of front and rear columns (1, 1a, 1b) in the left-right direction, the left and right front columns (1a, 1a), and the left and right rear columns A cable (2, 2a, 2b) suspended between the columns (1b, 1b), a frame (10) installed between the cables (2a, 2b) before and after the cable, and the frame (10) In a cable suspension type aerial photovoltaic power generation device comprising a photovoltaic power generation panel (P) attached to
The frame (10) includes a pair of left and right frame rods (11, 11) installed between the front and rear cables (2a, 2b) and a pair of frame rods (11, 11). A cable-suspended aerial photovoltaic power generation apparatus comprising a purlin member (12, 12) fixed to the upper surface of (11), wherein the solar power generation panel (P) is provided on the upper surface of the purlin member (12).
上記各太陽光発電パネル(P)を、上記支柱(1)を設けた地盤(G)の傾斜角度に合わせた請求項1に記載のケーブル懸架型空中太陽光発電装置。   The cable-suspended aerial solar power generation device according to claim 1, wherein each of the solar power generation panels (P) is matched with an inclination angle of the ground (G) provided with the support column (1). 上記フレーム(10)の前後左右が上記前後のケーブル(2a、2b)にそれぞれ上下方向の支持杆(17,17’)を介して取り付けられており、その支持杆の一端は前記フレーム(10)に固定され、支持杆(17,17’)の他端は調整板(16)に不動に固定され、その調整板(16)は、ケーブル(2a、2b)を挟持してボルト(18)で締結固定された止め板(15、15)に長孔(19)を介してボルト・ナット(19a)で締結固定されている請求項1又は2に記載のケーブル懸架型空中太陽光発電装置。   Front and rear and left and right sides of the frame (10) are attached to the front and rear cables (2a and 2b) via vertical support rods (17 and 17 '), respectively, and one end of the support rod is attached to the frame (10). The other end of the support rod (17, 17 ′) is fixedly fixed to the adjustment plate (16). The adjustment plate (16) clamps the cables (2a, 2b) with bolts (18). The cable-suspended aerial solar power generation device according to claim 1 or 2, wherein the cable-suspended aerial solar power generation device is fastened and fixed to a fastening plate (15, 15) fastened by a bolt and nut (19a) through a long hole (19). 左右の支柱(1、1)の間に懸架されたケーブル(2)の中程からのステイケーブル(30)を地盤(G)に固定した請求項1乃至3の何れか1つに記載のケーブル懸架型空中太陽光発電装置。   The cable according to any one of claims 1 to 3, wherein a stay cable (30) from the middle of the cable (2) suspended between the left and right struts (1, 1) is fixed to the ground (G). Suspension type aerial solar power generator.
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KR102235009B1 (en) * 2020-06-29 2021-04-01 다스코 주식회사 Structure for the sunlight panel installation
KR102289546B1 (en) * 2020-12-11 2021-08-13 승창개발 주식회사 A support Apparatus for solar panel using a steel wire
AT526162B1 (en) * 2022-12-28 2023-12-15 Ibrahim Sagerer Foric Process for generating energy
FR3139379A1 (en) * 2022-09-06 2024-03-08 Engie VERTICAL PHOTOVOLTAIC SYSTEM AND METHOD FOR INSTALLING SUCH A SYSTEM

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JP3164726U (en) * 2010-09-22 2010-12-16 大東金属株式会社 Mounting platform for solar power generation panel
US8448390B1 (en) * 2011-03-15 2013-05-28 Olympic Energy Systems, Inc. Catenary cable solar panel suspension system
JP6377503B2 (en) * 2014-06-09 2018-08-22 株式会社福永博建築研究所 Photovoltaic power generation equipment using airborne wires

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Publication number Priority date Publication date Assignee Title
KR102235009B1 (en) * 2020-06-29 2021-04-01 다스코 주식회사 Structure for the sunlight panel installation
KR102289546B1 (en) * 2020-12-11 2021-08-13 승창개발 주식회사 A support Apparatus for solar panel using a steel wire
FR3139379A1 (en) * 2022-09-06 2024-03-08 Engie VERTICAL PHOTOVOLTAIC SYSTEM AND METHOD FOR INSTALLING SUCH A SYSTEM
WO2024052347A1 (en) * 2022-09-06 2024-03-14 Engie Vertical photovoltaic system and method for installing such a system
AT526162B1 (en) * 2022-12-28 2023-12-15 Ibrahim Sagerer Foric Process for generating energy
AT526162A4 (en) * 2022-12-28 2023-12-15 Ibrahim Sagerer Foric Process for generating energy

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