JP2020129963A - Solar power generation system - Google Patents

Solar power generation system Download PDF

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JP2020129963A
JP2020129963A JP2020091808A JP2020091808A JP2020129963A JP 2020129963 A JP2020129963 A JP 2020129963A JP 2020091808 A JP2020091808 A JP 2020091808A JP 2020091808 A JP2020091808 A JP 2020091808A JP 2020129963 A JP2020129963 A JP 2020129963A
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module
wind
power generation
frame
solar
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JP7051069B2 (en
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長島 彬
Akira Nagashima
彬 長島
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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
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    • Y02E10/50Photovoltaic [PV] energy

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Abstract

To provide a solar power generation system for solar sharing, which has a module (panel) for solar power generation installed on a position higher than the ground by several meters, and which does not have a module simply fixed horizontally and installed as a countermeasure against the attack of a huge typhoon, but has the module installed so as to maintain the inclination to maintain a self-cleaning function of a light receiving surface, and in consideration of avoiding a reduction of a power generation amount, and retaining a strength at the time of snow accumulation, as the countermeasure.SOLUTION: The solar power generation system includes: not simply installing the module horizontally in order to improve a wind-resistant performance, but reducing an amount of the module projecting from the upper surface of the beam of the frame so that wind does not directly hit inside the thickness (vertical height) of the beam on the upper surface of the frame and the module to reduce a horizontal load by the wind in a direction of solar radiation, in order to reduce the total wind pressure load by the module and the frame; and setting the lower surface of the frame on the opposite side of the module so as to be equal to or lower than the upper surface of the frame beam, thereby greatly reducing a lifting power which works to pull off the module and a horizontal force which works to tilt the frame by the north wind, and improving the wind-resistant performance.SELECTED DRAWING: Figure 1

Description

本発明は太陽光発電を合理的に構成して耐風性能を向上するとともに、設置時のコスト削減と維持管理費の低減を目的とする。 An object of the present invention is to rationally configure a photovoltaic power generation system to improve wind resistance, reduce installation costs, and reduce maintenance costs.

太陽光発電普及促進するためには、導入全経費が売電のkWh単価の1万倍が目安になる。例えば、平均買電単価より安い売電単価20円/kWhを実施するためには導入経費が約20万円/kW以下にすることが一つの目標となる。
太陽光発電は、IC等の材料である半導体級シリコン(純度99.999999999%(11N)以上)の切れ端利用から純度が6N(99.9999%)〜7N(99.99999%)程度のソーラーグレードシリコンの量産によって、価格が大きく下がり、いよいよ全ての発電方式に比べて最も安い発電方法と評価されるに至り、「再生可能エネルギーのみからなる社会」の基幹になる発電方法として、今後の発展がますます期待されはじめている。
このような状況の中、今後約200年で尽きると言われる化石燃料の寿命問題はもとより、過酷な自然災害を防止するため、その炭酸ガス排出量ゼロを目指し、急速にその使用量を縮小することが最重要課題として浮上し、より太陽光発電を合理的に行う必要がある。
In order to promote the spread of photovoltaic power generation, the total introduction cost should be 10,000 times the kWh unit price of selling electricity. For example, in order to implement a power sale unit price of 20 yen/kWh that is lower than the average power purchase unit price, one goal is to reduce the introduction cost to about 200,000 yen/kW or less.
Photovoltaic power generation is priced by using semiconductor grade silicon (purity 99.999999999% (11N) or more), which is a material for ICs, etc. Has fallen sharply, and finally it has been evaluated as the cheapest power generation method compared to all power generation methods, and future development is beginning to be expected more and more as a core power generation method of a "society consisting only of renewable energy". ..
Under these circumstances, in order to prevent severe natural disasters as well as the life problems of fossil fuels, which are said to be exhausted in about 200 years from now, we aim to reduce carbon dioxide emissions to zero and rapidly reduce the amount used. This has emerged as the most important issue, and it is necessary to rationalize solar power generation.

太陽光発電用を行うには大面積の土地が必要で、その用地として、当初は家屋の屋根から始まり、つぎに工業や一次産業の遊休地を利用したメガソーラが各地に出来、その後は日本の買い取り価格が世界の常識からかなり高いことから、安く調達できる外国の資本等によって、里山を伐採し山を崩し造成し、休耕地を砂利で埋め立てその用地としてきた。ここに至って、太陽光発電は「自然を破壊する自然エネルギー」となり、多くの自治体も環境アセスメントに必要性を感じ規制条例などを検討しているのが実情である。メガソーラを平地に作れば、雑草や蔓草の繁茂によってパネルが埋もれることを防止するために敷地を全面舗装したり、防草シートを張ったり、除草剤を高頻度に散布せざるを得ず、山林を太陽光発電敷地として利用するには、森林を伐採して山を崩し造成し、自然破壊を行い、設置後は雑草対策をせざるを得ず、その結果は、雨による土砂災害の危険が増した不毛の大地が出現することになった。 A large area of land is required to perform solar power generation, and as a site there is initially a rooftop of a house, then a mega solar that uses industrial and primary industry idle land can be made everywhere, and then Japan Since the purchase price is quite high according to the common sense in the world, we have cut down the satoyama, destroyed the mountain and created it with foreign capital that can be procured cheaply. At this point, solar power generation has become a “natural energy that destroys nature” and many local governments feel the necessity for environmental assessment and are considering regulations such as regulations. If Megasola is made on a flat ground, the entire site will be paved, weed-proof sheets will be laid, and herbicides will be sprayed frequently in order to prevent the panels from being buried due to the overgrowth of weeds and vines. In order to use the plant as a solar power generation site, it is necessary to cut down forests, break down mountains, create nature, destroy nature, and take measures against weeds after installation, resulting in the risk of sediment disaster due to rain. An increased barren earth will emerge.

太陽光発電は全ての発電方法に比べ安価になった今、原子力や化石燃料による発電の代替として人類永遠のエネルギー取得手段になったが、それを実現するためには「自然を破壊せずに共存する形」で発電用の広大な土地を確保しなければならない。
その中でその欠点を克服する方法として、支柱を立てて太陽光発電モジュールを空中に設置して空中で太陽光発電を行い、下部の土地を本来の用途に供する方法として「ソーラーシェアリング」の考え方が広く社会の支持を得て、いよいよ普及の段階に入ってきた。ソーラーシェアリング方式の応用は自然と共生出来てまた洪水によって冠水する被害も防止出来ることから推奨される方式になった。
Now that solar power generation is cheaper than all power generation methods, it has become an eternal energy acquisition method for humankind as an alternative to power generation using nuclear power or fossil fuels, but in order to realize it, “without destroying nature It is necessary to secure vast land for power generation in a “coexisting form”.
Among them, as a method to overcome the drawback, a solar power generation module is installed in the air to generate solar power in the air, and the land underneath is used for the original purpose of "solar sharing". With a wide range of ideas, and with the support of society, we are finally in the stage of diffusion. The application of the solar sharing method has become a recommended method because it can coexist with nature and can prevent damage caused by flooding.

特開2005−277038JP 2005-270038 A 特開2015−216766Japanese Unexamined Patent Publication No. 2015-216766

地上数m上に太陽光発電のモジュール(パネル)を設置するソーラーシェアリングの太陽光発電システムにおいて、近年の地球温暖化による巨大台風等の襲来時の瞬間最大風速80m/秒以上の暴風に対し、架台に重量鉄骨やコンクリートの頑丈な基礎を用いたり、モジュールを単純に水平に固定したりして対策とするのでなく、受光面の自己清浄機能を維持するため傾斜を維持するとともに発電量の減少を避け、積雪時の強度を保持することを考慮して対策する課題がある。 In a solar-sharing solar power generation system that installs solar power generation modules (panels) several meters above the ground, against a storm with a maximum wind speed of 80 m/sec or more at the time of a huge typhoon or other storm caused by recent global warming Instead of using a heavy-duty steel or concrete foundation for the frame or simply fixing the module horizontally, the inclination should be maintained to maintain the self-cleaning function of the light-receiving surface and the amount of power generation should be reduced. There is a problem to be taken in consideration of avoiding the decrease and maintaining the strength during snowfall.

特許文献1では風圧荷重を低減するために、モジュールをスプリングで所定の傾斜に保持して強風時にはそのスプリングの力に抗して、風の力で水平になるような構造にしているが、構造的に風の流線に対してスプリングが伸びて復帰する分力によって完全に水平に維持すること出来ないこと、また風速の強弱の変動によって振動して風圧荷重を最低に維持することに関して構造的に不十分であった。
特許文献2ではアクチュエータが架台に固定されているので積雪等でモジュール角度を変更するときに、変更するための反力が架台を分解する方向に働き、摩擦接合によって組み立てられた仮設パイプ等の架台は接合部材が外れたり、位置が変わったりして架台が変形する構造上の弱点があることや、多くのモジュールを一度に回動するので、何らかの不具合によってアクチュエータの作動負荷が設定値を超えたとき、その原因になる箇所の発見に手数がかかり、保守点検費用がかさむ問題がある。また多数のモジュールを一度に動かすには連動ロッドや回動部材を組立する工数が増えて設置費用がかさむやリンク機構の総合的な遊隙によって強風でモジュールの一部が振動する問題もある。加えて機構上連動リンクを用いているためモジュールの回動角がおおむね90度を超えると著しく回動に要する力が大きくなり、機構的な効率が落ちることを問題として残している。
In Patent Document 1, in order to reduce the wind pressure load, the module is held at a predetermined inclination by a spring, and when the wind is strong, it has a structure that resists the force of the spring and becomes horizontal by the force of the wind. Structurally, it is not possible to maintain completely horizontal by the component force of the spring extending and returning to the wind streamline, and also to vibrate due to fluctuations in wind speed to maintain the wind pressure load to the minimum. Was insufficient.
In Patent Document 2, since the actuator is fixed to the pedestal, when the module angle is changed due to snow or the like, the reaction force for changing acts on the pedestal to disassemble, and a pedestal such as a temporary pipe assembled by friction welding is installed. Has a structural weak point that the pedestal is deformed due to the joining member coming off or the position changing, and because many modules rotate at once, the operating load of the actuator exceeded the set value due to some malfunction. At this time, there is a problem that it takes a lot of time to find the part that causes it and the maintenance and inspection cost is increased. In addition, in order to move a large number of modules at once, the number of steps for assembling the interlocking rod and the rotating member increases, which increases the installation cost, and there is also a problem that part of the modules vibrates due to strong wind due to the total play of the link mechanism. In addition, since the interlocking link is used because of the mechanism, when the rotation angle of the module exceeds about 90 degrees, the force required for the rotation becomes remarkably large, and it remains a problem that the mechanical efficiency decreases.

耐風性能を向上するため単にモジュールを水平にするので無く、モジュール設置する架台とモジュールの風圧荷重の合計を少なくするため、架台上面の梁材の太さ(上下高さ)の中に、モジュールに風が直接当たらないように、架台梁上面からの突出する量を少なくして、南風による水平荷重を減じ、またモジュールのフレームの北側下面を架台梁上面以下になるよう設定し、北風によるモジュールを引き剥がす揚力と架台を倒す水平力を減じて耐風性能の向上を図る。 In order to reduce the total of the wind pressure load of the pedestal to install the module and the module in order to improve the wind resistance, in order to reduce the total wind pressure load of the pedestal to install the module, In order to prevent the wind from hitting directly, the amount of protrusion from the top surface of the trestle beam is reduced to reduce the horizontal load due to the south wind, and the lower side of the north side of the module frame is set to be below the top surface of the trestle beam. The lift force to peel off and the horizontal force to tilt down the stand are reduced to improve wind resistance.

モジュールを数度の緩い傾斜に設定することによって、降雨による受光面の自己清浄機能と耐風性能を向上し、また積雪荷重性能を維持して、実用的な欠点の少ない安価に瞬間最大風速80m/秒に耐える装置が可能になる。 By setting the module to a gentle inclination of several degrees, the self-cleaning function of the light receiving surface due to rainfall and the wind resistance are improved, and the snow load performance is maintained, and the instantaneous maximum wind speed of 80 m/ A device capable of withstanding seconds is enabled.

図1は本案実施例1の東方からの要部側面図である。FIG. 1 is a side view of an essential part from the east of the first embodiment of the present invention. 図2は本案実施例1のモジュール取り付け前の位置関係を示す斜図である。FIG. 2 is a perspective view showing the positional relationship before mounting the module according to the first embodiment of the present invention. 図3は本案実施例1に使用するモジュール固定部材の斜図である。FIG. 3 is a perspective view of a module fixing member used in the first embodiment of the present invention. 図4は本案実施例2の東方からの要部側面図である。FIG. 4 is a side view of an essential part of the second embodiment of the present invention from the east. 図5は本案実施例2に使用するモジュール固定部材の斜図である。FIG. 5 is a perspective view of a module fixing member used in the second embodiment of the present invention. 図6は本案実施例2の東方からの要部の斜図である。FIG. 6 is a perspective view of an essential part from the east of the second embodiment of the present invention. 図7は柱の補強方法を示す側面図である。FIG. 7 is a side view showing a method of reinforcing a column. 図8は従来のソーラーシェアリングのモジュール取り付け状態を示す図である。FIG. 8: is a figure which shows the module mounting state of the conventional solar sharing.

積雪荷重や風圧荷重に耐えるように設計されたモジュールのアルミフレームが架台の梁の上面とおおむね同一になるよう設置、モジュール北側のアルミフレームが北側の架台の梁の上面からアルミフレームの大部分が出ないように固定する。 Installed so that the aluminum frame of the module designed to withstand snow load and wind pressure load is almost the same as the upper surface of the beam of the pedestal, the aluminum frame on the north side of the module is almost the same as the upper surface of the beam of the pedestal on the north side. Fix it so that it does not come out.

図1は、本発明の実施例1の東側からの側面図であり、モジュール3の上面の南側端上部3aを架台の梁1の上面におおむね等しくし、モジュールの北側のアルミフレームの下部3bが前記梁1の上面と概ね一致するような傾斜を選び、L形のモジュール固定部材2でモジュールを固定することによって、南風ではモジュールを過大の風荷重の水平方向の分力による架台の倒壊を防ぎ、モジュール3の下側に北風が吹きこみモジュール3に吹き飛ばす揚力が生じさせないともに水辺分力を押さえて倒壊を防止する。また柱部材を梁材と別にして断面性能を上げて強化対応するのでなく、許容応力を越える危険のある場所を柱と同素材を適宜な長さに切断した補強部材6を柱4と2重に束ねて、過大な風荷重の水平力による柱4の応力を下げて倒壊を防止する。 FIG. 1 is a side view from the east side of the first embodiment of the present invention, in which the upper end 3a of the upper end of the module 3 is approximately equal to the upper surface of the beam 1 of the gantry, and the lower part 3b of the aluminum frame on the north side of the module is By selecting an inclination that substantially matches the upper surface of the beam 1 and fixing the module with the L-shaped module fixing member 2, the module is prevented from collapsing due to the horizontal component force of an excessive wind load in the south wind. The north wind blows into the lower side of the module 3 to prevent the lift force that blows the module 3 away, and the waterside component force is suppressed to prevent the collapse. Further, the pillar member is not separated from the beam material to improve the cross-sectional performance to strengthen it, but the place where there is a danger of exceeding the allowable stress is cut into a suitable length from the same material as the pillar, and the reinforcing member 6 is formed into pillars 4 and 2. By bundling them heavily, the stress of the columns 4 due to the horizontal force of the excessive wind load is reduced to prevent collapse.

図4に示すように、梁側面中央の2個の穴のピッチを広げてモジュールと梁の相対位置を任意に設定出来るモジュール固定部材2cを用いて、南風ではモジュールを過大の風荷重の水平方向の分力による架台の倒壊を防ぎ、モジュール3の下側に北風が吹きこみモジュール3に吹き飛ばす揚力が生じさせないようにするとともに、水辺分力をも押さえて倒壊を防止する。 As shown in Fig. 4, by using the module fixing member 2c that can set the relative positions of the module and the beam by widening the pitch of the two holes in the center of the side of the beam, the module can be installed horizontally under excessive wind load in the south wind. The pedestal is prevented from collapsing due to the component force in the direction, the north wind does not blow into the lower side of the module 3 and the lift force that blows off to the module 3 is not generated, and also the waterside component force is suppressed to prevent the collapse.

図6において、モジュールの取り付け方を前記のようなL形の金具を用いずに、梁の両側に取り付けるモジュールを一体のモジュール固定部材2aを用いて梁の上側でモジュールを所定の位置に固定する構造にして、梁の側面中部に固定用ネジ部材を設置する制約を避けてモジュールと梁の上下の相対位置を自由に設定出来る構造にする。 In FIG. 6, the module is mounted on both sides of the beam without using the L-shaped metal fittings as described above, and the module is fixed at a predetermined position on the upper side of the beam by using integral module fixing members 2a. The structure is such that the upper and lower relative positions of the module and the beam can be freely set while avoiding the constraint of installing the fixing screw member in the middle part of the side surface of the beam.

本装置は営農形の太陽光発電にとどまらず、あらゆる土地を立体的に太陽光発電用地として利用することに有効で、自然を破壊せず、自然と共生出来る人類永遠の再生可能エネルギー取得手段として必要不可欠な手段となる。この意味で「ソーラーシェアリング」という言葉は「営農形農業」以上に広い意味の用語として必然的に生み出され、世界的に土地を立体的発電用地として利用する案として普及が始まっている。 This device is effective not only for farming type solar power generation but also for three-dimensionally using any land as a solar power generation site, as a permanent eternal renewable energy acquisition method that can coexist with nature without destroying nature. It becomes an indispensable means. In this sense, the word "solar sharing" is inevitably created as a term having a broader meaning than "farming farming", and has become popular as a plan to use land as a three-dimensional power generation site worldwide.

一方、低緯度の熱帯地方は強すぎる太陽光によって、作物の生育が阻害されて、飢餓と貧困、略奪などが生じやすいが、本装置の普及によって適度の遮光により、潤沢な温帯の作物が得られる可能性が高く、新しい農作が発展できれば多くの問題を解決できる可能性が高い。 On the other hand, in the low latitudes of the tropics, too strong sunlight hinders the growth of crops, which easily causes hunger, poverty, and looting.However, the widespread use of this device makes it possible to obtain abundant temperate crops. There is a high possibility that many problems will be solved if new farming can be developed.

安価で自然災害に強い本システムの利用普及によって、太陽光発電による自然エネルギー社会の実現が期待できる。 With the widespread use of this system, which is inexpensive and resistant to natural disasters, we can expect to realize a natural energy society using solar power.

日本の年間電力使用量は大略10000億kWh/年であるがソーラーシェアリングの面積当たりの発電量40kW/反として計算すればその必要面積は250万ヘクタールに過ぎず、農地の全面積460万ヘクタールに比し十分小さく、農地から無限の電力を得る社会になれば、農業が本来の魅力ある産業として若者の魅力ある職種となり、若者の定着によって農村を蘇らせることが出来る。 Japan's annual electricity consumption is approximately 100 billion kWh/year, but if we calculate it as the amount of power generation per solar sharing area of 40 kW/anti, the required area is only 2.5 million hectares, and the total area of farmland is 4.6 million hectares. If it becomes a society that is sufficiently small compared to the above and obtains infinite power from farmland, agriculture will become an attractive industry for young people as an originally attractive industry, and it will be possible to revive rural villages by retaining young people.

地球温暖化を防止するため、一日も早く脱炭素社会を築くため、ソーラーシェアリングはさらに自然と共生し、自然災害に強い特徴を生かし、本案によって瞬間最大風速80m/sにも対応出来る安価なシステムの構築が可能になる。 In order to prevent global warming and build a decarbonized society as soon as possible, solar sharing will coexist with nature further, making use of its strong characteristics against natural disasters, and this plan makes it possible to support a maximum wind speed of 80 m/s at a low cost. It is possible to build a complex system.

1 架台の水平梁
2a モジュール固定金具と梁を固定するボルト穴
2b モジュール固定金具とモジュールを連結するボルト穴
2c モジュールを固定する面
3 太陽光発電モジュール
3a モジュールの日射方向側フレーム上面のライン
3b モジュールの日射方向の反対側フレームの下側のライン
3d モジュールのフレーム
4 柱
5 ほお杖
6 柱の同じ断面形状を持つ補強部材
1 Horizontal beam of the frame 2a Bolt hole for fixing the module fixing bracket and the beam 2b Bolt hole for connecting the module fixing bracket and the module 2c Surface for fixing the module 3 Solar power generation module 3a Line on the upper surface of the solar radiation side frame
3b Module lower line on the side opposite to the direction of solar radiation 3d Module frame 4 Pillars 5 Cheeks 6 Pillars with the same cross-sectional shape

Claims (2)

地面に対し大略3m上の架台に太陽光発電モジュールの傾斜を変更させない複数のモジュール持つ太陽光発電装置において、モジュールの日射方向のアルミフレームを「架台の水平梁1の上面」とおおむね同一の高さ、もしくは上面より若干低くなるよう沈め、日射方向の反対側の「モジュールのアルミフレームの下部」が水平梁1の上面より上がらないように設定し、モジュールの雨水による自己清浄機能を維持しながら、南風時にモジュールのフレームに加わる風荷重の水平分力を低減し、北風ではモジュール3の下側への風の吹き込みを少なくして、モジュールに大きな上方への風荷重と架台を倒す水辺分力を低減して耐風性能を向上した太陽光発電装置システム。 In a photovoltaic power generation system with multiple modules that do not change the inclination of the photovoltaic power generation module on a pedestal approximately 3 m above the ground, the aluminum frame in the solar radiation direction of the module is approximately the same height as the "top surface of the horizontal beam 1 of the pedestal". Or, set it so that it is slightly lower than the upper surface, and set the " lower part of the aluminum frame of the module" on the opposite side of the solar radiation direction so that it does not rise above the upper surface of the horizontal beam 1, while maintaining the self-cleaning function of rainwater of the module. , The horizontal component of the wind load applied to the frame of the module during the south wind is reduced, and the blowing of the wind to the lower side of the module 3 is reduced in the north wind, and a large upward wind load is applied to the module and A photovoltaic power generation system with reduced power and improved wind resistance. 架台に加わる風荷重のうち、水平方向の分力による架台の柱の曲げ応力を材料の耐力以下に抑える手段として、柱を太くして断面性能を上げるのでなく、風の方向に柱と同じ断面性能の補強部材6を柱に密着固定して60m/秒以上の暴風に耐える構造にしたことを特徴にする請求項1を満たすための架台構造。 Of the wind load applied to the gantry, as a means to keep the bending stress of the gantry column due to the horizontal component force below the proof stress of the material, instead of making the column thicker to improve the cross-sectional performance, the same cross section as the column in the wind direction is used. The cradle structure for satisfying claim 1, wherein the reinforcing member (6) for performance is closely fixed to a column to have a structure capable of withstanding a windstorm of 60 m/sec or more.
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Publication number Priority date Publication date Assignee Title
JPH08274364A (en) * 1995-03-30 1996-10-18 Sumitomo Densetsu Kk Solar cell frame
JP2005281995A (en) * 2004-03-29 2005-10-13 Kyocera Corp Sunlight generator
US20120016815A1 (en) * 2010-07-16 2012-01-19 Strategic Solar Energy, Llc Solar energy collecting systems and methods
JP2013117097A (en) * 2011-12-01 2013-06-13 Fuji Pureamu Kk Car port including solar cell module
JP5663109B1 (en) * 2013-10-17 2015-02-04 積水化学工業株式会社 Safety belt fixture and roof structure
KR20170030984A (en) * 2015-09-10 2017-03-20 (주)아이시스이엔씨 Floating structure module for solar module and solar power generation complex on water using the same
JP2017070043A (en) * 2015-09-29 2017-04-06 京セラ株式会社 Structure frame and solar cell device using the same
JP2018003244A (en) * 2016-06-27 2018-01-11 積水化学工業株式会社 Roof panel, and roof structure of building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08274364A (en) * 1995-03-30 1996-10-18 Sumitomo Densetsu Kk Solar cell frame
JP2005281995A (en) * 2004-03-29 2005-10-13 Kyocera Corp Sunlight generator
US20120016815A1 (en) * 2010-07-16 2012-01-19 Strategic Solar Energy, Llc Solar energy collecting systems and methods
JP2013117097A (en) * 2011-12-01 2013-06-13 Fuji Pureamu Kk Car port including solar cell module
JP5663109B1 (en) * 2013-10-17 2015-02-04 積水化学工業株式会社 Safety belt fixture and roof structure
KR20170030984A (en) * 2015-09-10 2017-03-20 (주)아이시스이엔씨 Floating structure module for solar module and solar power generation complex on water using the same
JP2017070043A (en) * 2015-09-29 2017-04-06 京セラ株式会社 Structure frame and solar cell device using the same
JP2018003244A (en) * 2016-06-27 2018-01-11 積水化学工業株式会社 Roof panel, and roof structure of building

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