JPH07183557A - Fixation method for solar battery array stand - Google Patents
Fixation method for solar battery array standInfo
- Publication number
- JPH07183557A JPH07183557A JP5327868A JP32786893A JPH07183557A JP H07183557 A JPH07183557 A JP H07183557A JP 5327868 A JP5327868 A JP 5327868A JP 32786893 A JP32786893 A JP 32786893A JP H07183557 A JPH07183557 A JP H07183557A
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- concrete
- template
- fixation
- channel base
- 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.)
- Pending
Links
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)
- Charge And Discharge Circuits For Batteries Or The Like (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は太陽光発電設備に係わ
り、特に太陽光発電設備の太陽電池アレイ架台用の固定
方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a photovoltaic power generation facility, and more particularly to a fixing method for a photovoltaic array mount of a photovoltaic power generation facility.
【０００２】[0002]
【従来の技術】太陽光発電は、クリーンエネルギーとい
う観点から国や民間で研究開発及び導入が積極的に進め
られており普及促進へ向けた基盤が整いつつあるが、未
だコスト面の課題が残されている。さらに、その据付工
事においても品質を踏まえたコスト低減が要望されてい
る。2. Description of the Related Art Regarding solar power generation, research and development and introduction are being actively promoted by the national and private sectors from the viewpoint of clean energy, and the foundation for promotion of diffusion is being prepared, but there are still cost issues. Has been done. Furthermore, cost reduction based on quality is also required in the installation work.
【０００３】ところで、従来の太陽光発電設備のチャン
ネルベースを設定する際のアンカーボルト固定方法は、
その固定位置の精度を均一にするためにコンクリート基
礎打設時に、アンカーボルト固定部に箱抜き，型枠を施
しておき、コンクリート基礎の強度確認後、チャンネル
ベースを設定し、アンカーボルトを挿入してレベル調整
を行いボルトナット締め付け後、箱抜きされた部分にコ
ンクリートを充填し固定していた。By the way, an anchor bolt fixing method for setting a channel base of a conventional solar power generation facility is as follows.
In order to make the accuracy of the fixing position uniform, when placing the concrete foundation, remove the box and form the anchor bolt fixing part, check the strength of the concrete foundation, set the channel base, and insert the anchor bolts. After adjusting the level and tightening the bolts and nuts, the boxed part was filled with concrete and fixed.
【０００４】[0004]
【発明が解決しようとする課題】このように従来のアン
カーボルト固定方法は、箱抜き型枠の製作を行い、その
箱抜き型枠をコンクリート基礎打設時に取り付け、その
後コンクリート養生期間をおいてチャンネルベースの設
定作業に入っている。この場合、アンカーボルトを固定
するに当たりコンクリートを充填し、そのコンクリート
養生期間を待って機器を据付けているので、この待ち時
間は無駄となり、その分工事全体期間へ影響を及すこと
になる。しかも箱抜部分のコンクリート充填作業も発生
するのでコスト上昇につながる。また箱抜部部へコンク
リートを充填するのは、型枠の完全除去とコンクリート
ジャンカ部分への信頼性に欠け、さらに同一施工者では
無い場合が多く、そのため基礎コンクリートの品質確保
と保証の明確性に欠けるという問題があった。As described above, according to the conventional anchor bolt fixing method, a box-forming form is manufactured, and the box-forming form is attached at the time of placing a concrete foundation, and after that, a channel is left after a concrete curing period. We are in the process of setting the base. In this case, when fixing the anchor bolts, concrete is filled, and the equipment is installed after waiting for the concrete curing period, so this waiting time is wasted, and the entire construction period is affected accordingly. In addition, the work of filling the concrete out of the box will also occur, leading to higher costs. In addition, filling the concrete in the box extraction part lacks the complete removal of the formwork and the reliability of the concrete junker, and in many cases it is not the same operator, so the quality assurance and guarantee of the basic concrete are clear. There was a problem of lacking.
【０００５】一方、従来の箱抜き工法においては、コン
クリート基礎打設時にアンカーボルト通り芯を墨打ちす
る対象部分が無く基礎型枠に逃墨みを打ち、またアンカ
ーボルトを固定する対象部分も無いためアンカーボルト
の所定位置に大きめな箱抜き（型枠）を施しておきチャ
ンネルベースを設定後、チャンネルベース，ボルト孔を
通してアンカーボルトを、その箱抜きされた部分へ挿入
し、コンクリートを充填し固定していたので、信頼性に
欠けるという問題があった。On the other hand, in the conventional box-punching method, there is no target portion for ink-filling the anchor bolt passage core when placing a concrete foundation, and there is no target portion for punching the base formwork and fixing the anchor bolt. For this reason, a large box is removed (form) at a predetermined position of the anchor bolt, the channel base is set, and then the anchor bolt is inserted into the box removed portion through the channel base and the bolt hole, and the concrete is filled and fixed. However, there was a problem of lack of reliability.
【０００６】本発明は、上記事情に鑑みてなされたもの
で、その目的はコンクリート養生期間を減少させると共
にコンクリート充填作業をなくすことによるコスト削減
と基礎コンクリートの品質確保の図れる太陽光電池アレ
イ架台の固定方法を提供することにある。The present invention has been made in view of the above circumstances, and an object thereof is to fix a solar cell array pedestal capable of shortening the concrete curing period and reducing the cost by eliminating the concrete filling work and ensuring the quality of the basic concrete. To provide a method.
【０００７】[0007]
【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項１の太陽光電池アレイ架台の固定方
法は、型枠桟木をコンクリート基礎天端面に合致した高
さで取付けておき、次に予め用意した振れ防止ステーを
取付けたアンカーボルトを仮固定用型板の挿入孔に通
し、仮止めした後、前記アンカーボルト仮固定用型板を
アンカーボルトの芯合せして前記桟木に固定し、その後
コンクリート打設、養生終了後、前記仮固定用型板を払
いＨ鋼チャンネルベースを据付けることを特徴とする。
また請求項２の太陽光電池アレイ架台の固定方法は、Ｈ
鋼チャンネルベースを設定する際、コンクリート基礎と
の一体打ち込みすることにより箱抜きを不用とすること
を特徴とする。In order to achieve the above object, in the method of fixing a solar cell array mount according to claim 1 of the present invention, the formwork frame is attached at a height that matches the top surface of the concrete foundation. Then, pass an anchor bolt with a shake prevention stay prepared in advance through the insertion hole of the temporary fixing template and temporarily fix it, then align the anchor bolt temporary fixing template with the anchor bolt and attach it to the pier. It is characterized in that after fixing, after concrete pouring and curing, the temporary fixing template is removed and the H steel channel base is installed.
The method of fixing the solar cell array mount according to claim 2 is H
When setting the steel channel base, it is characterized by making it possible to eliminate the need for boxing by integrally driving it with the concrete foundation.
【０００８】[0008]
【作用】本発明によると、アンカーボルト固定時の箱抜
き作業を不用にすると共に太陽光電池アレイ架台のＨ鋼
チャンネルベースを正確に設定できる。According to the present invention, it is possible to eliminate the work of removing the box when fixing the anchor bolts and to accurately set the H steel channel base of the solar cell array mount.
【０００９】[0009]
【実施例】以下、本発明の実施例を図を参照して説明す
る。図１は本発明の一実施例の断面図であり、図２は図
１のＨ鋼チャンネルベースよりみた平面図、図３は図２
のＸ−Ｘ方向の断面図、図４図３のＹ−Ｙ方向の平面図
である。Embodiments of the present invention will now be described with reference to the drawings. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a plan view seen from the H steel channel base of FIG. 1, and FIG.
4 is a cross-sectional view in the XX direction and FIG. 4 is a plan view in the YY direction in FIG. 3.
【００１０】上記図１乃至図４において、１は型枠桟
木、２は振れ防止ステー、３はアンカーボルト、４はア
ンカーボルト仮固定用型板、５はボルトナット、６はア
ンカーボルト通り芯、７は基礎鉄筋、８はＨ鋼チャンネ
ルベース、９はコンクリート基礎、１０は太陽電池アレ
イ架台である。In FIGS. 1 to 4, 1 is a form frame crossbar, 2 is a shake preventing stay, 3 is an anchor bolt, 4 is an anchor bolt temporary fixing template, 5 is a bolt nut, 6 is an anchor bolt passage core, Reference numeral 7 is a base rebar, 8 is an H steel channel base, 9 is a concrete base, and 10 is a solar cell array mount.
【００１１】次に、本実施例の太陽光電池アレイ架台の
固定方法について説明する。アンカーボルト３を固定す
る時期は、あくまでもコンクリート基礎打設前で且つ、
型枠完了時期である。そこで、まず型枠工事の際、型枠
桟木１はコンクリート基礎天端面（チャンネルベース設
定レベル高さ）に合致した高さで取り付けておき（型枠
工事）、次に予め用意した振れ防止ステー２が取り付け
ているアンカーボルト３（２本組み）をアンカーボルト
仮固定用型板４のアンカーボルト挿入孔に通し、ボルト
ナット５で仮止めを行った後、そのアンカーボルト仮固
定用型板４をアンカーボルト通り芯６に合わして型枠桟
木１に釘止め固定する。このようにして上部が固定され
たら、アンカーボルト下部を基礎鉄筋７へ振れ防止ステ
ー部分２を点付溶接を行い固定する。Next, a method of fixing the solar cell array mount of this embodiment will be described. The anchor bolts 3 should be fixed before the concrete foundation is placed and
It is time to complete the formwork. Therefore, at the time of the formwork, the formwork splint 1 is attached at a height that matches the top surface of the concrete foundation (channel base setting level height) (formwork work), and then the shake prevention stay 2 prepared in advance. After passing the anchor bolts 3 (two sets) attached to the anchor bolt through the anchor bolt insertion holes of the anchor bolt temporary fixing template 4 and temporarily fixing them with the bolt nuts 5, the anchor bolt temporary fixing template 4 is fixed. The anchor bolts are fitted to the core 6 and fixed to the formwork timber 1 by nailing. After the upper part is fixed in this way, the lower part of the anchor bolt is fixed to the base reinforcing bar 7 by spot welding the runout preventing stay part 2.
【００１２】その後、コンクリート打設、養生終了後、
ボルトナット５を外して、アンカーボルト仮固定用型板
４も払い、基礎天端面のレベル精度を確認後、Ｈ鋼チャ
ンネルベース８をレベル調整を行い仮設定し、ボルトナ
ット５を締め付けＨ鋼チャンネルベース８を設定据付す
る。After that, after placing concrete and curing,
After removing the bolts and nuts 5 and also removing the anchor bolt temporary fixing template 4, after confirming the level accuracy of the base crown surface, level-adjust the H steel channel base 8 and temporarily set it, and tighten the bolts and nuts 5 H steel channel Set and install the base 8.
【００１３】ところで、アンカーボルトのコンクリート
基礎打設時、一体打ち込みを解決するには、アンカーボ
ルト通り芯位置を正確に設定でき、かつそのアンカーボ
ルトがチャンネルベースを設定する際に所定の位置に設
定する必要がある。By the way, in order to solve the integral driving when the anchor bolt is placed on the concrete foundation, the anchor bolt center position can be accurately set, and the anchor bolt is set to a predetermined position when setting the channel base. There is a need to.
【００１４】本発明は太陽光発電設備の太陽電池アレイ
架台１０用のＨ鋼チャンネルベース８を設定する為にな
されたものであり、太陽電池アレイの配置においては絶
対平面積を必要とする。従って太陽電池アレイ用基礎の
合理的な設計がなさねばならない、それにはコンクリー
ト基礎９数を減少（土工事等削減）するために、太陽電
池アレイ架台１０を受けるＨ鋼チャンネルベース８を設
け梁スパンを大きく取り基礎９数を削減し、且つＨ鋼チ
ャンネルベース８の合理的設定と据付精度を加味したも
のである。The present invention has been made to set the H steel channel base 8 for the solar cell array mount 10 of the photovoltaic power generation facility, and the arrangement of the solar cell array requires an absolute flat area. Therefore, a rational design of the foundation for the solar cell array must be done, in order to reduce the number of concrete foundations 9 (reduction of earthwork etc.), an H steel channel base 8 for receiving the solar cell array pedestal 10 is provided and a beam span. The number of foundations 9 is reduced and the ratio of H steel channel base 8 is set reasonably and the installation accuracy is taken into consideration.
【００１５】[0015]
【発明の効果】以上説明したように、本発明によると、
コンクリート養生期間の半減、箱抜き作業皆無、コンク
リート充填作業皆無等によるコスト削減と基礎コンクリ
ートの品質確保と保証の明確化を図れる、というすぐれ
た効果を奏する。As described above, according to the present invention,
It has the excellent effects of reducing the cost by halving the concrete curing period, eliminating the work of boxing, eliminating the work of filling concrete, ensuring the quality of basic concrete, and clarifying the guarantee.
【図１】本発明の一実施例の断面図。FIG. 1 is a sectional view of an embodiment of the present invention.
【図２】図１のＨ鋼チャンネルベースよりみた平面図。FIG. 2 is a plan view seen from the H steel channel base of FIG.
【図３】図２のＸ−Ｘ方向の断面図。FIG. 3 is a sectional view taken along line XX of FIG.
【図４】図３のＹ−Ｙ方向の平面図。FIG. 4 is a plan view in the YY direction of FIG.
１…型枠桟木、２…振れ防止ステー、２′…振れ止め鉄
筋、３…アンカーボルト、４…アンカーボルト仮固定用
型板、５…ボルトナット、６…アンカーボルト通り芯、
７…基礎鉄筋、８…Ｈ鋼チャンネルベース、９…コンク
リート基礎、１０…太陽電池アレイ架台。DESCRIPTION OF SYMBOLS 1 ... Formwork stile, 2 ... Anti-sway stay, 2 '... Anti-sway rebar, 3 ... Anchor bolt, 4 ... Anchor bolt temporary fixing template, 5 ... Bolt nut, 6 ... Anchor bolt core,
7 ... Foundation rebar, 8 ... H steel channel base, 9 ... Concrete foundation, 10 ... Solar cell array mount.
Claims (2)
致した高さで取付けておき、予め用意した振れ防止ステ
ーを取付けたアンカーボルトを仮固定用型板の挿入孔に
通し、仮止めした後、前記アンカーボルト仮固定用型板
を前記アンカーボルトの芯合せして前記桟木に固定し、
その後コンクリート打設、養生終了後、前記仮固定用型
板を払いＨ鋼チャンネルベースを据付けることを特徴と
する太陽光電池アレイ架台の固定方法。1. A formwork stile is attached at a height that matches the top surface of a concrete foundation, and an anchor bolt with a shake prevention stay prepared in advance is passed through the insertion hole of the temporary fixing template and temporarily fixed. , The anchor bolt temporary fixing template is aligned with the anchor bolt and fixed to the pier,
After that, after the concrete is cast and the curing is completed, the temporary fixing template is removed and the H steel channel base is installed, so that the solar cell array mount fixing method is provided.
ンクリート基礎との一体打ち込みすることにより箱抜き
を不用とする請求項１記載の太陽電池アレイ架台の固定
方法。2. The method of fixing a solar cell array mount according to claim 1, wherein when setting the H steel channel base, the box punching is unnecessary by integrally driving with the concrete foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5327868A JPH07183557A (en) | 1993-12-24 | 1993-12-24 | Fixation method for solar battery array stand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5327868A JPH07183557A (en) | 1993-12-24 | 1993-12-24 | Fixation method for solar battery array stand |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07183557A true JPH07183557A (en) | 1995-07-21 |
Family
ID=18203878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5327868A Pending JPH07183557A (en) | 1993-12-24 | 1993-12-24 | Fixation method for solar battery array stand |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07183557A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014165609A1 (en) * | 2013-04-02 | 2014-10-09 | Energy Related Devices, Inc. | Photovoltaic module mounting to rubber tires |
-
1993
- 1993-12-24 JP JP5327868A patent/JPH07183557A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014165609A1 (en) * | 2013-04-02 | 2014-10-09 | Energy Related Devices, Inc. | Photovoltaic module mounting to rubber tires |
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