JPH0682857B2 - Foundation structure for solar cell array mount - Google Patents
Foundation structure for solar cell array mountInfo
- Publication number
- JPH0682857B2 JPH0682857B2 JP3153429A JP15342991A JPH0682857B2 JP H0682857 B2 JPH0682857 B2 JP H0682857B2 JP 3153429 A JP3153429 A JP 3153429A JP 15342991 A JP15342991 A JP 15342991A JP H0682857 B2 JPH0682857 B2 JP H0682857B2
- Authority
- JP
- Japan
- Prior art keywords
- solar cell
- cell array
- pile
- mount
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000000605 extraction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Classifications
-
- 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- 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
Landscapes
- Photovoltaic Devices (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、太陽電池アレイを保
持した架台を支える太陽電池アレイの架台用基礎構造に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base structure for a mount of a solar cell array that supports a mount holding a solar cell array.
【0002】[0002]
【従来の技術】従来、地上に設置する太陽電池アレイの
架台用基礎構造として、図6に示すものが知られてい
る。図6において、1は太陽電池アレイ、2は太陽電池
アレイを保持する架台、3は架台2を保持する支柱、4
は支柱を支える基礎体である。2. Description of the Related Art Conventionally, a structure shown in FIG. 6 is known as a base structure for a mount of a solar cell array installed on the ground. In FIG. 6, 1 is a solar cell array, 2 is a pedestal that holds the solar cell array, 3 is a support column that holds the pedestal 2, 4
Is the foundation body that supports the columns.
【0003】ところで、基礎体4に加わる荷重には、自
重荷重、地震荷重、風荷重があり、これらの荷重のかか
る方向はそれぞれ異なるが、太陽電池アレイ1を浮き上
がらせる風荷重が最も大きなものとなる。このため、基
礎体4自身の重量を重くし、さらに、図6に示すよう
に、基礎体4の大きさを大きくして地中に埋設し、引き
抜き荷重を支える破線内の部分を大きくさせている。こ
れにより基礎体4の風荷重による引き抜きの防止を図っ
ている。By the way, the load applied to the foundation body 4 includes a self-weight load, an earthquake load, and a wind load. Although the directions in which these loads are applied are different, the wind load that lifts the solar cell array 1 is the largest. Become. Therefore, the weight of the base body 4 itself is increased, and further, as shown in FIG. 6, the size of the base body 4 is increased and the base body 4 is embedded in the ground, and the portion within the broken line for supporting the extraction load is increased. There is. This prevents the foundation body 4 from being pulled out by a wind load.
【0004】[0004]
【発明が解決しようとする課題】このように、従来の基
礎体4は、風荷重による引抜荷重を支えるために大きく
しているので、地面を大きく掘削しなければ地中に設置
することができず、このため、建設コストが高く、しか
もその設置工事が大がかりなものになってしまう等の問
題があった。As described above, since the conventional base body 4 is made large to support the pulling load due to the wind load, it can be installed in the ground unless the ground is greatly excavated. Therefore, there is a problem that the construction cost is high and the installation work becomes large-scale.
【0005】そこで、この発明は、上記問題点に鑑みて
なされたもので、その目的とするところは、建設コスト
がやすく、しかも簡単な工事で太陽電池アレイを設置す
ることのできる太陽電池アレイの架台用基礎構造を提供
することにある。Therefore, the present invention has been made in view of the above problems, and an object of the present invention is to provide a solar cell array in which the construction cost is easy and the solar cell array can be installed by a simple construction. It is to provide a foundation structure for a gantry.
【0006】[0006]
【課題を解決するための手段】この発明は、上記目的を
達成するため、太陽電池アレイを保持した架台を支える
太陽電池アレイの架台用基礎構造であって、先端にかえ
しを有する矢じり部を設けた杭を所定の深さまで地中に
打ち込み、該杭の後部に、該杭の径より大きい径の支持
部を設けて該支持部を埋設し、この支持部に前記架台を
保持する支柱を設け、前記杭で風による引抜き荷重を支
え、前記支持部で太陽電池アレイ等の荷重を支えるよう
にしたことを特徴とする。In order to achieve the above object, the present invention is a base structure for a mount of a solar cell array that supports a mount holding a solar cell array, and is provided with a barbed portion having a barb at the tip. The pile is driven into the ground to a predetermined depth, a support portion having a diameter larger than the diameter of the pile is provided at the rear portion of the pile, the support portion is embedded, and a column for holding the mount is provided on the support portion. The pile supports the pulling load due to the wind, and the supporting portion supports the load of the solar cell array or the like.
【0007】[0007]
【作用】この発明は、先端にかえしを有する矢じり部を
設けた杭を所定の深さまで地中に打ち込み、該杭で風に
よる引抜き荷重を支えるものであるから、地面を掘削す
る必要がない。また、前記杭の後部に杭の径より大きい
径の支持部を設け、この支持部で太陽電池アレイ等の荷
重を支えるものであるから支持部は小さなものでよい。According to the present invention, it is not necessary to excavate the ground because a pile provided with a barbed portion having a barb at its tip is driven into the ground to a predetermined depth and the pulling load by wind is supported by the pile. Further, since a support portion having a diameter larger than the diameter of the pile is provided at the rear portion of the pile and the support portion supports the load of the solar cell array or the like, the support portion may be small.
【0008】[0008]
【実施例】以下、この発明に係る太陽電池アレイの架台
用基礎構造の実施例を図面に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a base structure for a mount of a solar cell array according to the present invention will be described below with reference to the drawings.
【0009】図1において、11は太陽電池アレイ、12は
太陽電池アレイを保持している架台である。13は架台12
を保持している金属製の支柱で、この支柱13は所定の深
さまで地中に打ち込まれた杭部14を有している。杭部14
の先端には、図2に示すように、4つのかえし15を有す
るやじり部16が設けられている。In FIG. 1, 11 is a solar cell array, and 12 is a pedestal holding the solar cell array. 13 is a pedestal 12
The column 13 is a metal column that holds the column, and the column 13 has a pile portion 14 that is driven into the ground to a predetermined depth. Pile 14
As shown in FIG. 2, a barbed portion 16 having four barbs 15 is provided at the tip of the.
【0010】かえし15は、先端から後方へいくほど拡開
しており、このかえし15により図1の破線で示す部分が
引き抜き荷重を支えるものとなる。The barb 15 widens from the tip toward the rear, and the barb 15 serves to support the withdrawal load.
【0011】また、支柱13には、地中に埋設された状態
に支持部20が設けられており、この支持部20により太陽
電池アレイ11等の荷重を支持するようになっている。A support portion 20 is provided on the pillar 13 in a state of being buried in the ground, and the support portion 20 supports the load of the solar cell array 11 or the like.
【0012】支持部20は、図3に示すように、支柱13よ
り径が大きい円柱状の例えばコンクリート等からなるブ
ロックで構成されている。支持部20の中心部には支柱13
の径より大きい径の貫通孔21が設けられていて、この貫
通孔21に支柱13を通し、貫通孔21と支柱13との間に形成
される隙間にコンクリート23を充填し、支持部20に支柱
13を固定したものである。As shown in FIG. 3, the support portion 20 is composed of a columnar block having a diameter larger than that of the support column 13 and made of concrete or the like. A pillar 13 is provided at the center of the support 20.
A through hole 21 having a diameter larger than the diameter of is provided, the pillar 13 is passed through this through hole 21, and the gap formed between the through hole 21 and the pillar 13 is filled with concrete 23, and the supporting portion 20 is provided. Prop
13 is fixed.
【0013】次に、上記実施例の架台構造の組み付け順
序を説明する。Next, the assembling order of the gantry structure of the above embodiment will be described.
【0014】先ず最初に、支柱13,13を図4に示すよう
に所定の深さまで打ち込むとともに、支持部20用の穴30
を地面に設けておく(実際には支柱13は4本打ち込
む)。次に、図5に示すように、支持部20,20の貫通孔2
1に支柱13,13の上端部から挿入させて該支持部20,20を
穴30の位置へ持ってきて、貫通孔21と支柱13との間に形
成される隙間にコンクリート23を充填し、支持部20,20
を支柱13,13に固定する。そして、支持部20,20を図5に
示すように埋設し、その上部20aを地面から出した状態
にする。この後、支柱13,13の上端部に架台12を取付
け、この架台12に太陽電池アレイ11を設置する。First, as shown in FIG. 4, the support columns 13 and 13 are driven to a predetermined depth, and the holes 30 for the supporting portion 20 are formed.
Are set on the ground (actually four columns 13 are driven in). Next, as shown in FIG. 5, the through holes 2 of the supporting portions 20 and 20 are formed.
1 to be inserted from the upper ends of the columns 13, 13 to bring the supporting portions 20, 20 to the position of the hole 30, and to fill the gap formed between the through hole 21 and the column 13 with concrete 23, Supports 20,20
To the columns 13,13. Then, the supporting portions 20, 20 are buried as shown in FIG. 5, and the upper portion 20a thereof is brought out from the ground. After that, the pedestal 12 is attached to the upper ends of the columns 13 and 13, and the solar cell array 11 is installed on the pedestal 12.
【0015】このように、支柱13を所定の深さだけ地中
に打ち込み、その後に支持部20を支柱13に固定させるも
のであるからその作業は簡単なものであり、作業コスト
は安価なものとなる。また、風荷重による引き抜き荷重
はやじり部のかえし15によって支えられるので、支持部
20は自重のみを支えればよく、したがって、支持部20の
重さを重くする必要がなく、しかも大きくしなくてもよ
いので、支持部20を埋設するための地中の掘削は僅かな
ものでよいものとなる。As described above, since the support column 13 is driven into the ground to a predetermined depth and then the support portion 20 is fixed to the support column 13, the work is simple and the work cost is low. Becomes In addition, the pull-out load due to the wind load is supported by the barb 15 of the barbed portion, so
Since 20 only needs to support its own weight, and therefore, it is not necessary to increase the weight of the supporting portion 20 and it is not necessary to increase the weight, so that the excavation in the ground for burying the supporting portion 20 is small. It will be good.
【0016】なお、上記実施例では、架台12を保持する
1本の支柱13に杭部14を設けているが、杭部と架台12を
保持する支柱をそれぞれ別な部材で構成し、支持部20で
それらを連結するようにしてもよい。In the above-described embodiment, the pile portion 14 is provided on the single column 13 that holds the gantry 12. However, the pile portion and the column that holds the gantry 12 are composed of different members, and the support portion is formed. They may be connected at 20.
【0017】[0017]
【発明の効果】この発明によれば、杭を所定の深さだけ
地中に打ち込み、その後に杭の後部に支持部20を固定さ
せるものであるからその作業は簡単なものであり、作業
コストは安価なものとなる。また、風荷重による引き抜
き荷重はやじり部のかえしによって支えられるので、支
持部は自重のみを支えればよく、したがって、支持部の
重さを重くする必要がなく、しかも大きくしなくてよい
ので、支持部を埋設するための地中の掘削は僅かなもの
でよい。According to the present invention, the pile is driven into the ground to a predetermined depth, and then the support portion 20 is fixed to the rear portion of the pile, so that the work is simple and the work cost is low. Will be cheaper. In addition, since the pull-out load due to the wind load is supported by the barb of the barbed portion, the support portion only needs to support its own weight.Therefore, it is not necessary to increase the weight of the support portion, and it is not necessary to increase the weight. Excavation in the ground to bury the part may be small.
【図1】この発明に係わる架台用基礎構造を示した側面
図、FIG. 1 is a side view showing a base structure for a gantry according to the present invention,
【図2】やじり部の先端部を示した正面図、FIG. 2 is a front view showing a tip portion of a barbed portion,
【図3】支持部の支柱への取付け状態を示した断面図、FIG. 3 is a cross-sectional view showing a state in which a support portion is attached to a column.
【図4】支柱を地中に打ち込んだ状態を示した説明図、FIG. 4 is an explanatory view showing a state in which the support pillar is driven into the ground,
【図5】支持部の支柱への取付け方を示した説明図、FIG. 5 is an explanatory view showing how to attach the support portion to the support column;
【図6】従来の架台用基礎構造を示した説明図である。FIG. 6 is an explanatory view showing a conventional base structure for a gantry.
11 太陽電池アレイ 12 架台 14 杭部 15 かえし 16 やじり部 20 支持部 11 Solar cell array 12 Mounting base 14 Piles 15 Maps 16 Barrels 20 Supports
Claims (1)
陽電池アレイの架台用基礎構造であって、先端にかえし
を有する矢じり部を設けた杭を所定の深さまで地中に打
ち込み、該杭の後部に、該杭の径より大きい径の支持部
を設けて該支持部を埋設し、この支持部に前記架台を保
持する支柱を設け、前記杭で風による引抜き荷重を支
え、前記支持部で太陽電池アレイ等の荷重を支えるよう
にしたことを特徴とする太陽電池アレイの架台用基礎構
造。1. A base structure for a mount of a solar cell array supporting a mount holding a solar cell array, wherein a pile provided with an arrowhead portion having a barb at its tip is driven into the ground to a predetermined depth, In the rear part, a support part having a diameter larger than that of the pile is provided and the support part is embedded, and a pillar for holding the mount is provided in this support part, and the pile supports the pulling load due to the wind, and the support part A foundation structure for a mount of a solar cell array, which is designed to support the load of the solar cell array and the like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3153429A JPH0682857B2 (en) | 1991-06-25 | 1991-06-25 | Foundation structure for solar cell array mount |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3153429A JPH0682857B2 (en) | 1991-06-25 | 1991-06-25 | Foundation structure for solar cell array mount |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH053335A JPH053335A (en) | 1993-01-08 |
| JPH0682857B2 true JPH0682857B2 (en) | 1994-10-19 |
Family
ID=15562325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3153429A Expired - Lifetime JPH0682857B2 (en) | 1991-06-25 | 1991-06-25 | Foundation structure for solar cell array mount |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0682857B2 (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ303100B6 (en) * | 2008-09-10 | 2012-04-04 | Horánek@Petr | Fixed as well as positionable load-bearing structure of photovoltaic devices |
| KR100900941B1 (en) * | 2008-09-12 | 2009-06-08 | 금오전력 주식회사 | How to Install the Fixed Condenser |
| TW201217726A (en) * | 2010-04-30 | 2012-05-01 | Nippon Steel Corp | Sheet body supporting frame |
| JP5563362B2 (en) * | 2010-05-06 | 2014-07-30 | Jfeシビル株式会社 | Photovoltaic module support structure and support height adjustment method thereof |
| JP2012164723A (en) * | 2011-02-04 | 2012-08-30 | Daiwa House Industry Co Ltd | Photovoltaic power generation system |
| KR101142898B1 (en) * | 2011-02-15 | 2012-05-10 | 주식회사 일광솔라에너지 | Solar photovoltaic power generation module supportting structure |
| KR101033145B1 (en) * | 2011-04-08 | 2011-05-11 | 유한회사 목포전력 | Supporting device for solar structures |
| JP2012122320A (en) * | 2011-09-26 | 2012-06-28 | Takenaka Doboku Co Ltd | Foundation structure of solar cell array |
| JP5753811B2 (en) * | 2012-03-26 | 2015-07-22 | 株式会社ライテク | Solar panel mount and its construction method |
| JP6032925B2 (en) * | 2012-04-12 | 2016-11-30 | 日本地工株式会社 | Solar cell panel installation structure and solar cell panel installation method |
| JP5631924B2 (en) * | 2012-04-25 | 2014-11-26 | テック大洋工業株式会社 | How to install the mount |
| JP5957639B2 (en) * | 2012-06-27 | 2016-07-27 | 信和株式会社 | Panel mount |
| JP2014037702A (en) * | 2012-08-14 | 2014-02-27 | Clean Energy Factory Kk | Support for solar power generation panel, and construction method for solar power generation panel |
| JP5814205B2 (en) * | 2012-09-18 | 2015-11-17 | 株式会社水郷電設 | Structural foundation of solar cell module mounts and buildings |
| JP5592514B2 (en) * | 2013-02-01 | 2014-09-17 | 株式会社 沢木組 | How to install the solar panel mount |
| JP6370640B2 (en) * | 2014-08-21 | 2018-08-08 | ユニバーサル工業株式会社 | Support column for solar cell panel support |
-
1991
- 1991-06-25 JP JP3153429A patent/JPH0682857B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH053335A (en) | 1993-01-08 |
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