JP3187754U - Foundation structure for laying solar panels - Google Patents
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- JP3187754U JP3187754U JP2013005652U JP2013005652U JP3187754U JP 3187754 U JP3187754 U JP 3187754U JP 2013005652 U JP2013005652 U JP 2013005652U JP 2013005652 U JP2013005652 U JP 2013005652U JP 3187754 U JP3187754 U JP 3187754U
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- 238000003466 welding Methods 0.000 claims abstract description 9
- 238000010248 power generation Methods 0.000 description 29
- 238000009434 installation Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 230000005611 electricity Effects 0.000 description 3
- 239000002803 fossil fuel Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 238000003915 air pollution Methods 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 230000004992 fission Effects 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
【課題】傾斜地でも容易に設置可能な太陽光パネルを敷設するための基礎構造を提供する。
【解決手段】傾斜地において太陽光パネルを敷設するための枠体１０と杭体２０から成る基礎の構造であって、枠体は、傾斜地Ｍの斜面に沿って横に所定間隔を置いて縦方向に複数列設されて成る縦桟体と、縦に所定間隔を置いて横方向に複数列設されて成る横桟体と、を溶接や螺着等の固定手段により格子状に固定して成り、杭体は、前記枠体の所定箇所に溶接や螺着等の装着手段により垂下状に複数装着されて成り、傾斜地面の凹凸形状によって異なる前記枠体と接地面との間隔に応じて、複数装着された前記杭体の長さｅが夫々異なっている構造となっている。
【選択図】図２The present invention provides a foundation structure for laying solar panels that can be easily installed even on sloping ground.
A foundation structure comprising a frame body and a pile body for laying a solar panel on an inclined land, the frame body being longitudinally spaced at a predetermined interval along the slope of the inclined land. A plurality of rows of vertical bars and a plurality of rows of horizontal bars arranged at predetermined intervals in the horizontal direction are fixed in a grid by a fixing means such as welding or screwing. The pile body is a plurality of hanging parts mounted on a predetermined portion of the frame body by means of attachment such as welding or screwing, and depending on the interval between the frame body and the ground contact surface, which differs depending on the uneven shape of the inclined ground, It has the structure where the length e of the said pile body with which two or more were mounted differs, respectively.
[Selection] Figure 2
Description
本考案は、太陽光パネル敷設用基礎構造に関し、詳しくは、傾斜地において太陽光パネルを敷設するための基礎の構造に関するものである。 The present invention relates to a foundation structure for laying a solar panel, and more particularly to a foundation structure for laying a solar panel on an inclined land.
従来より、発電の方法として火力発電や水力発電、原子力発電、その他自然エネルギーを利用した風力発電や太陽光発電などが知られている。そのうち火力発電は、燃焼熱を利用して発電するもので、安定的に多量の電力供給に資するものとして多く採用されているが、燃焼資源として化石燃料を必要とするため、燃料価格の変動により費用対効果に大きく影響があり、また、化石燃料資源の枯渇や、排出されるＣＯ２による大気汚染と地球温暖化の問題も指摘されるものであった。 Conventionally, thermal power generation, hydroelectric power generation, nuclear power generation, wind power generation using natural energy, solar power generation, and the like are known as power generation methods. Thermal power generation is one that uses combustion heat to generate electricity, and is widely adopted as one that contributes to the stable supply of large amounts of power. Cost-effectiveness was greatly affected, and depletion of fossil fuel resources, air pollution due to emitted CO2, and problems of global warming were pointed out.
水力発電に関しては、落水エネルギーを利用するもので、火力同様、安定的な電力供給方法として多く採用されているが、発電力としては火力に相当劣るにもかかわらず、ダムなど大型設備建設を必要とするため、エネルギー効率に難があり、雨不足等で渇水の場合に発電不能に陥るなど、天候に大きく左右されるものであった。 As for hydroelectric power generation, it uses sewage energy, and as well as thermal power, it is widely adopted as a stable power supply method, but it requires construction of large facilities such as dams even though it is considerably inferior to thermal power. Therefore, energy efficiency is difficult, and it has been greatly affected by the weather, such as being unable to generate power in the event of drought due to rain shortage.
さらに、原子力発電は、核分裂により発する熱を利用して発電するもので、発電効率に鑑みると最良の発電方法であるようにみえるが、放射能の問題が常につきまとい、ひとたび放射能漏れの事故が発生すれば、当該発電施設の閉鎖に留まらず周辺住民をも巻き込む災害となるなど、重大事故を招く危険性が高い発電方法であった。 Furthermore, nuclear power generation uses the heat generated by nuclear fission, and seems to be the best power generation method in terms of power generation efficiency. However, there is always a problem with radioactivity, and once an accident of radioactivity leaks. If it occurs, the power generation method has a high risk of causing a serious accident, such as a disaster involving not only the power generation facility but also surrounding residents.
上記問題により、最近では自然エネルギーを利用した発電方法が注目を集めている。そのうち風力発電は、自然界に存在する風の力で風車を回転させることにより発電を行うもので、発電資源として風を用いることで化石燃料等を一切使用せず、ＣＯ２等も一切排出されないことから、クリーンエネルギーとして普及しつつある。しかしながら、風車一基につき発電量が少量であって、しかも風が常に吹いるとは限らず、無風状態では発電不可に陥るなど、天候に大きく左右されるものであった。 Due to the above problems, recently, a power generation method using natural energy has attracted attention. Among them, wind power generation generates electricity by rotating the windmill with the force of wind that exists in nature. By using wind as a power generation resource, no fossil fuel is used and no CO2 is emitted. It is spreading as clean energy. However, the amount of power generated per wind turbine is small, and the wind is not always blowing, and it is greatly affected by the weather, such as being unable to generate power in a windless state.
その他の自然エネルギーを利用した発電方法として、地熱発電や波力発電も存在し、実用化に向け研究が進んでいる。これら発電方法は、風力同様、発電資源として化石燃料等を一切使用せず、ＣＯ２等も一切排出されないことから、クリーンエネルギーとして注目されつつあるが、未だ研究段階であると共に、発電能力や設備構築に難があり、広く実用化されるには至っていない。 As other power generation methods using natural energy, geothermal power generation and wave power generation also exist, and research is progressing toward practical use. These wind power generation methods, like wind power, do not use any fossil fuels as power generation resources and emit no CO2, so they are attracting attention as clean energy. However, it has not been widely put into practical use.
上記事情の中で、今一番注目を集めているのが太陽光発電である。該太陽光発電は、太陽光を受けて発電するパネルを利用するもので、家庭用の太陽光発電設備は、家屋の屋根スペースなどを利用して太陽光パネルを敷設して発電を行い、家庭で使用する電力を補うと共に、余剰電力を電力会社に販売することが可能であることから、家計を助けるものとして急速に普及しつつある。また、業務用としての太陽光発電については、通称メガソーラー施設に代表されるような、多くの太陽光パネルを列設することで多量電力の発電を行い、該電力を電力会社若しくは各家庭へ販売するという、発電を業務として行う設備である。かかる業務用太陽光発電を行うには、多数の太陽光パネルを列設可能な広い敷地を確保する必要があり、そのため未利用の山岳・丘陵地等を利用することが検討されている。 Among the above circumstances, photovoltaic power generation is currently attracting the most attention. The solar power generation uses a panel that generates power by receiving sunlight, and a home solar power generation facility generates power by laying a solar panel using a roof space of a house, etc. Since it is possible to supplement the electric power used in Japan and sell surplus power to electric power companies, it is rapidly spreading as an aid to households. As for solar power generation for business use, a large amount of power is generated by arranging a large number of solar panels, as typified by so-called mega solar facilities, and the power is sent to the power company or each household. It is a facility that sells electricity as a business. In order to perform such commercial solar power generation, it is necessary to secure a large site where a large number of solar panels can be arranged, and therefore, it is considered to use unused mountains and hills.
ところで、太陽光パネルを敷設するに際して、基礎として枠体や杭体を組み立て設置し、その基礎へ太陽光パネルを嵌め込み敷設する態様が採られることとなるが、山岳・丘陵地等の傾斜地では、岩場・凹凸などもあって必ずしも傾斜地面が平坦であるとは限らないため、場所によって杭体の長さが一定とはいかず、結果基礎の設置が困難であると共に、設置作業が甚だ容易なものではなかった。 By the way, when laying a solar panel, a frame or pile body is assembled and installed as a foundation, and a mode in which a solar panel is fitted and laid on the foundation is taken, but in sloped areas such as mountains and hills, The slopes are not always flat due to rocky areas and irregularities, so the length of the pile body is not constant depending on the location, and as a result it is difficult to install the foundation and the installation work is very easy It wasn't.
本出願人は、以上のようなクリーンエネルギーとしての太陽光発電に着目し、傾斜地において太陽光発電設備を簡単に設置できないものかという着想の下、凹凸のある傾斜地でも容易に設置可能な基礎の構造を開発し、本考案における「太陽光パネル敷設用基礎構造」の提案に至るものである。 The present applicant pays attention to solar power generation as clean energy as described above, and based on the idea that solar power generation equipment can not be easily installed on slopes, the foundation of the foundation that can be easily installed on uneven slopes The structure has been developed, and the proposal of the “basic structure for laying solar panels” in the present invention is reached.
本考案は上記問題点に鑑み、傾斜地でも容易に設置可能な太陽光パネルを敷設するための基礎構造を提供することを課題とする。 In view of the above problems, an object of the present invention is to provide a foundation structure for laying a solar panel that can be easily installed even on an inclined land.
上記課題を解決するため、本考案は、傾斜地において太陽光パネルを敷設するための基礎の構造であって、枠体と、杭体と、から成り、前記枠体は、傾斜地の斜面に沿って横に所定間隔を置いて縦方向に複数列設されて成る縦桟体と、縦に所定間隔を置いて横方向に複数列設されて成る横桟体と、を溶接や螺着等の固定手段により格子状に固定して成り、前記杭体は、前記枠体の所定箇所に溶接や螺着等の装着手段により垂下状に複数装着されて成り、傾斜地面の凹凸形状によって異なる前記枠体と接地面との間隔に応じて、複数装着された前記杭体の長さが夫々異なっている構造を採用している。 In order to solve the above problems, the present invention is a basic structure for laying a solar panel on an inclined land, and includes a frame body and a pile body, the frame body along the slope of the inclined land. Fixing, such as by welding or screwing, a vertical beam composed of a plurality of rows in the vertical direction at predetermined intervals and a horizontal beam formed in a plurality of rows in the horizontal direction at predetermined intervals. The pile body is fixed in a lattice shape by means, and the pile body is mounted in a plurality of hanging shapes by a mounting means such as welding or screwing at predetermined positions of the frame body, and the frame body differs depending on the uneven shape of the inclined ground. A structure in which a plurality of mounted pile bodies are different in length according to the distance between the contact surface and the ground plane is employed.
また、本考案は、前記杭体に、長さ調節機構が備えられている構造を採用することができる。 Moreover, this invention can employ | adopt the structure by which the length adjustment mechanism is provided in the said pile body.
さらに、本考案は、前記枠体と前記杭体とが、回動可能に装着されている構造を採用することも可能である。 Furthermore, the present invention can employ a structure in which the frame body and the pile body are rotatably mounted.
本考案の太陽光パネル敷設用基礎構造によれば、設置個所の傾斜地面における凹凸に応じて夫々長さの異なる杭体が枠体の適所に装着されているため、当該傾斜地に太陽光パネルを敷設するための基礎を設置するに際し、煩雑な作業を必要とせず、簡単な作業で基礎を構築することが可能であるといった、従来にない優れた効果を奏する。 According to the foundation structure for laying solar panels of the present invention, the pile bodies having different lengths are mounted at appropriate positions on the frame body according to the unevenness on the inclined ground at the installation location. When installing a foundation for laying, the present invention has an excellent effect that is not required in the past, such as requiring no complicated work and constructing the foundation with simple work.
本考案は、枠体１０と杭体２０とから成る太陽光パネル敷設用基礎構造１であって、傾斜地面ｍの凹凸形状によって異なる枠体１０と接地面ｍとの間隔に応じて、複数装着された杭体２０の長さｅが夫々異なる態様を採用していることを最大の特徴とする。以下、本考案にかかる太陽光パネル敷設用基礎構造１の実施形態を、図面に基づいて説明する。 The present invention is a solar panel laying foundation structure 1 composed of a frame body 10 and a pile body 20, and a plurality of attachments are provided according to the distance between the frame body 10 and the ground contact surface m depending on the uneven shape of the inclined ground m. The greatest feature is that the lengths e of the pile bodies 20 are different from each other. Hereinafter, an embodiment of a solar panel laying foundation structure 1 according to the present invention will be described with reference to the drawings.
尚、本考案における太陽光パネル敷設用基礎構造１は、以下に述べる実施形態に限定されるものではなく、本考案の技術的思想の範囲内、すなわち同一の作用効果を発揮できる形状や寸法その他構造の範囲内で、適宜変更することができる。 The solar panel laying basic structure 1 according to the present invention is not limited to the embodiment described below, but within the scope of the technical idea of the present invention, that is, the shape, dimensions, etc. that can exhibit the same operational effects. Changes can be made as appropriate within the scope of the structure.
図1乃至図３は、本考案にかかる太陽光パネル敷設用基礎構造１の実施形態を示す斜視図である。
本考案の太陽光パネル敷設用基礎構造１は、傾斜地Ｍにおいて太陽光パネル３０を敷設するための基礎の構造であって、枠体１０と、杭体２０と、から構成されている。
1 to 3 are perspective views showing an embodiment of a solar panel laying foundation structure 1 according to the present invention.
The solar panel laying foundation structure 1 according to the present invention is a foundation structure for laying a solar panel 30 on an inclined land M, and includes a frame body 10 and a pile body 20.
前記枠体１０は、太陽光パネル３０を保持するための枠組であって、例えば金属製から成る縦桟体１２と横桟体１４とから構成されている。該縦桟体１２は、傾斜地Ｍの斜面ｍに沿って縦方向に設置されるもので、一の傾斜地Ｍに対し、複数の縦桟体１２が横に所定間隔を置いて列設されている。また、横桟体１４は、傾斜地Ｍにおいて横方向に設置されるもので、一の傾斜地Ｍに対し、複数の横桟体１４が縦に所定間隔を置いて列設されている。これにより、縦桟体１２と横桟体１４とは傾斜地Ｍの斜面ｍ上において格子状を為し、その任意の交差箇所において、溶接や螺着等の固定手段により縦桟体１２と横桟体１４とが固定されることとなる。 The frame 10 is a frame for holding the solar panel 30 and is composed of, for example, a vertical beam 12 and a horizontal beam 14 made of metal. The vertical bars 12 are installed in the vertical direction along the slope m of the slope M, and a plurality of vertical bars 12 are arranged side by side at a predetermined interval with respect to one slope M. . Further, the horizontal rails 14 are installed in the horizontal direction on the inclined land M, and a plurality of horizontal rails 14 are vertically arranged at a predetermined interval with respect to one inclined ground M. Thereby, the vertical beam body 12 and the horizontal beam body 14 form a lattice shape on the slope m of the inclined land M, and the vertical beam body 12 and the horizontal beam are fixed at any crossing location by fixing means such as welding or screwing. The body 14 is fixed.
前記杭体２０は、前記縦桟体１２と横桟体１４とが格子状に組まれて構成された枠体１０を傾斜地Ｍに設置するための脚体であって、例えば金属製であって、前記枠体１０の所定箇所から垂下状に複数装着されて成るものである。かかる杭体２０の枠体１０への装着数については、特に限定はなく、太陽光パネル３０を保持した状態の枠体１０を充分に支え得る数を考慮して決定される。 The pile body 20 is a leg body for installing the frame body 10 formed by assembling the vertical beam body 12 and the horizontal beam body 14 in a lattice shape on the inclined ground M, and is made of metal, for example. A plurality of frames 10 are attached in a hanging manner from a predetermined position of the frame body 10. The number of piles 20 mounted on the frame 10 is not particularly limited, and is determined in consideration of the number that can sufficiently support the frame 10 in a state where the solar panel 30 is held.
傾斜地Ｍの接地面ｍの凹凸形状によって、枠体１０と接地面ｍとの間隔は全く異なることとなるため、枠体１０の所要箇所における杭体２０の必要長さも夫々異なることとなる。したがって、枠体１０には装着箇所によって必要な長さの杭体２０が装着され、夫々の杭体２０の長さは異なったものとなる。 Since the distance between the frame body 10 and the ground contact surface m is completely different depending on the uneven shape of the ground contact surface m of the inclined ground M, the required length of the pile body 20 at a required location of the frame body 10 is also different. Therefore, the pile body 20 having a necessary length is attached to the frame body 10 depending on the attachment location, and the lengths of the respective pile bodies 20 are different.
かかる杭体２０について、図３（ｂ）乃至（ｅ）に示すように、自由に長さを調節することが可能な長さ調節機構を備えた態様が考え得る。かかる態様を採用することにより、一の杭体２０で複数の必要長さに対応することが可能となり、現場作業性の向上に資することとなる。
長さ調節機構の具体的構造については、特に限定はないが、例えば図３（ｂ）に示すようなスライド構造や、図３（ｃ）に示すネジ送り式、あるいは図３（ｄ）に示すような折り曲げ構造や、図３（ｅ）に示すような継ぎ足し式などが考え得る。
About this pile body 20, as shown to FIG.3 (b) thru | or (e), the aspect provided with the length adjustment mechanism which can adjust length freely can be considered. By adopting such a mode, it becomes possible to cope with a plurality of necessary lengths with one pile body 20, which contributes to an improvement in workability on site.
The specific structure of the length adjusting mechanism is not particularly limited. For example, a slide structure as shown in FIG. 3B, a screw feed type as shown in FIG. 3C, or as shown in FIG. Such a bending structure or an add-on type as shown in FIG.
ところで、枠体１０と杭体２０との装着手段Ｓについては、特に限定はなく、一般的な溶接や螺着等の装着手段Ｓを採用すれば足りる。かかる装着手段Ｓについて、図２乃至図３に示すように、回動継手構造を採用することが考え得る。装着手段Ｓとしてかかる回動継手構造を採用することにより、枠体１０と杭体２０とが回動可能に装着されることとなって、枠体１０の傾斜地Ｍにおける設置角度を決定する際の作業性向上に資すると共に、季節によって異なる太陽の照射角度に応じて枠体１０の設置角度を変更する場合の作業性向上にも資することとなる。 By the way, about the mounting means S of the frame 10 and the pile body 20, there is no limitation in particular, and it is sufficient to employ | adopt mounting means S, such as general welding and screwing. For such mounting means S, it is conceivable to adopt a rotating joint structure as shown in FIGS. By adopting such a rotating joint structure as the mounting means S, the frame body 10 and the pile body 20 are rotatably mounted, and when the installation angle of the frame body 10 on the inclined ground M is determined. In addition to improving workability, it also contributes to improving workability when the installation angle of the frame 10 is changed in accordance with the sun irradiation angle that varies depending on the season.
なお、杭体２０下端の接地構造については、単に斜面ｍへ載置する構造やボルト打ち・くい打ちにより杭体２０接地面ｍとを固定する構造など、特に限定はないが、設置安定性を考慮して、図２に示すような、接地面ｍに縦穴を掘って杭体２０下端を差し入れコンクリートを流し込む基礎打ち構造を採用することが望ましい。 The grounding structure at the lower end of the pile body 20 is not particularly limited, such as a structure that is simply placed on the slope m or a structure that fixes the pile body 20 to the grounding surface m by bolting / pitting, but the installation stability is not limited. In consideration, it is desirable to adopt a foundation-type structure in which a vertical hole is dug in the ground contact surface m and the lower end of the pile body 20 is inserted and concrete is poured as shown in FIG.
以上の通り構成される本考案にかかる太陽光パネル敷設用基礎構造について、傾斜地Ｍにおける設置作業態様を説明する。
（１）先ず、傾斜地Ｍにおいて枠体１０の設置シミュレーションを行い、該枠体１０における杭体２０の装着箇所を割り出した上で、各杭体２０の必要長さを決定する。
（２）任意の接地構造を用いて、接地面ｍにおける所定位置に杭体２０の下端を固定する。
（３）任意の装着手段により、枠体１０を杭体２０の上端に装着する。その際、縦桟体１２と横桟体１４とが格子状に列設され、必要に応じて交差箇所が溶接や螺着等の固定手段により固定される。
（４）枠体１０へ太陽光パネル３０を敷設・固定して、作業が完了する。
About the foundation structure for solar panel construction concerning this invention comprised as mentioned above, the installation operation | work aspect in the slope M is demonstrated.
(1) First, an installation simulation of the frame body 10 is performed on the inclined ground M, and the installation position of the pile body 20 in the frame body 10 is determined, and then the required length of each pile body 20 is determined.
(2) The lower end of the pile body 20 is fixed at a predetermined position on the ground contact surface m using an arbitrary ground contact structure.
(3) The frame body 10 is mounted on the upper end of the pile body 20 by any mounting means. At that time, the vertical beam body 12 and the horizontal beam body 14 are arranged in a lattice pattern, and the intersections are fixed by a fixing means such as welding or screwing as necessary.
(4) The solar panel 30 is laid and fixed on the frame 10, and the work is completed.
なお、以上の設置作業態様はあくまで一例であって、他の例により本考案を設置可能であることは、いうまでもない。例えば、予め設置する傾斜地Ｍの地形をコンピュータにインプットし、該コンピュータによるシミュレーションを用いて杭体２０の必要長さを決定し、現場以前に枠体１０と杭体２０とを既に装着した状態を本考案のパーツとして完成させ、該パーツを用いて現場で設置作業を行う態様等も可能である。 It should be noted that the above installation work mode is merely an example, and it goes without saying that the present invention can be installed in other examples. For example, the topography of the slope M to be installed in advance is input to a computer, the required length of the pile body 20 is determined using simulation by the computer, and the frame 10 and the pile body 20 are already mounted before the site. It is also possible to complete the parts of the present invention and perform installation work on-site using the parts.
本考案にかかる太陽光パネル敷設用基礎構造１は、傾斜地Ｍにおける太陽光パネル３０の敷設を容易ならしめるものであって、斜面ｍを平らに均さずとも設置可能であり、通常利用されてこなかった凹凸形状の斜面ｍを有する傾斜地Ｍについて、その有効活用に資すると共に、クリーンエネルギーである太陽光発電の普及・促進にも役立つものとなる。したがって、本考案における「太陽光パネル敷設用基礎構造」の産業上の利用可能性は極めて大であると思料する。 The solar panel laying basic structure 1 according to the present invention facilitates the laying of the solar panel 30 on the sloping ground M, and can be installed without leveling the slope m evenly. In addition to contributing to the effective use of the sloped land M having the uneven slope m, which has not been present, it is also useful for the spread and promotion of photovoltaic power generation, which is clean energy. Therefore, it is considered that the industrial applicability of the “basic structure for laying solar panels” in the present invention is extremely large.
１ 太陽光パネル敷設用基礎構造
１０ 枠体
１２ 縦桟体
１４ 横桟体
２０ 杭体
２２ 折曲機構
３０ 太陽光パネル
４０ 基礎打ち
Ｍ 傾斜地
Ｒ 固定手段
Ｓ 装着手段
ｅ 長さ
ｍ 斜面・接地面
DESCRIPTION OF SYMBOLS 1 Foundation structure for laying solar panel 10 Frame body 12 Vertical beam body 14 Horizontal beam body 20 Pile body 22 Bending mechanism 30 Solar panel 40 Foundation strike M Inclined ground R Fixing means S Mounting means e Length m Slope / ground surface
Claims (3)
枠体と、杭体と、から成り、
前記枠体は、傾斜地の斜面に沿って横に所定間隔を置いて縦方向に複数列設されて成る縦桟体と、縦に所定間隔を置いて横方向に複数列設されて成る横桟体と、を溶接や螺着等の固定手段により格子状に固定して成り、
前記杭体は、前記枠体の所定箇所に溶接や螺着等の装着手段により垂下状に複数装着されて成り、
傾斜地面の凹凸形状によって異なる前記枠体と接地面との間隔に応じて、複数装着された前記杭体の長さが夫々異なっていることを特徴とする太陽光パネル敷設用基礎構造。 It is the basic structure for laying solar panels on slopes,
It consists of a frame and a pile,
The frame has a plurality of vertical bars arranged in a vertical direction at predetermined intervals horizontally along a slope of an inclined land, and a horizontal beam formed in a plurality of horizontal lines at predetermined intervals in the vertical direction. The body is fixed in a lattice shape by fixing means such as welding or screwing,
The pile body is composed of a plurality of hanging shapes attached to a predetermined portion of the frame body by a mounting means such as welding or screwing,
A foundation structure for laying a solar panel, wherein a plurality of pile bodies attached to each other have different lengths depending on the interval between the frame body and the ground contact surface, which differ depending on the uneven shape of the inclined ground.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015156269A1 (en) * | 2014-04-09 | 2015-10-15 | 山陽ロード工業株式会社 | Frame for installing solar panel and method for installing solar panel |
| JP2015231288A (en) * | 2014-06-05 | 2015-12-21 | 奥地建産株式会社 | Construction method of support rack for planar object |
| JP2016105680A (en) * | 2014-06-23 | 2016-06-09 | 株式会社ソーラーリソースジャパン | Stand for photovoltaic power generation panel |
| JP2017112653A (en) * | 2015-12-14 | 2017-06-22 | 株式会社Ｌｉｘｉｌ | Installation structure of base and installation method |
| KR20180058986A (en) * | 2016-11-25 | 2018-06-04 | 윤미경 | A post support for an apparatus solar condensing |
| JP2020014288A (en) * | 2018-07-13 | 2020-01-23 | 多摩火薬機工株式会社 | Solar panel installation method on slope including obstacles |
| JP2020096418A (en) * | 2018-12-10 | 2020-06-18 | 大林道路株式会社 | Gradient adjustment mechanism for longitudinal beam of panel frame |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015156269A1 (en) * | 2014-04-09 | 2015-10-15 | 山陽ロード工業株式会社 | Frame for installing solar panel and method for installing solar panel |
| JP2015231288A (en) * | 2014-06-05 | 2015-12-21 | 奥地建産株式会社 | Construction method of support rack for planar object |
| JP2016105680A (en) * | 2014-06-23 | 2016-06-09 | 株式会社ソーラーリソースジャパン | Stand for photovoltaic power generation panel |
| JP2017112653A (en) * | 2015-12-14 | 2017-06-22 | 株式会社Ｌｉｘｉｌ | Installation structure of base and installation method |
| KR20180058986A (en) * | 2016-11-25 | 2018-06-04 | 윤미경 | A post support for an apparatus solar condensing |
| JP2020014288A (en) * | 2018-07-13 | 2020-01-23 | 多摩火薬機工株式会社 | Solar panel installation method on slope including obstacles |
| JP7083714B2 (en) | 2018-07-13 | 2022-06-13 | 多摩火薬機工株式会社 | Solar panel installation method on slopes including obstacles |
| JP2020096418A (en) * | 2018-12-10 | 2020-06-18 | 大林道路株式会社 | Gradient adjustment mechanism for longitudinal beam of panel frame |
| JP7181072B2 (en) | 2018-12-10 | 2022-11-30 | 大林道路株式会社 | Slope adjustment mechanism for longitudinal beams of panel mounts |
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