JP2020014288A - Solar panel installation method on slope including obstacles - Google Patents

Solar panel installation method on slope including obstacles Download PDF

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JP2020014288A
JP2020014288A JP2018133487A JP2018133487A JP2020014288A JP 2020014288 A JP2020014288 A JP 2020014288A JP 2018133487 A JP2018133487 A JP 2018133487A JP 2018133487 A JP2018133487 A JP 2018133487A JP 2020014288 A JP2020014288 A JP 2020014288A
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gantry
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郁男 児島
Ikuo Kojima
郁男 児島
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TAMA KAYAKU KIKO KK
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Abstract

To easily install solar panels at low cost on a slope containing obstacles.SOLUTION: The solar panel installation method includes: installing a pair of vertical members 2 between respective vertical piles 11 provided on a slope including obstacles, if there are obstacles, installing by straddling or dodging them; installing a pair of horizontal members 3 temporarily fixed by a dummy panel 4 on the pair of vertical members 2; and sewing solar panels S instead of the dummy panel 4 to the pair of horizontal members 3 in units of three by bolts and nuts.SELECTED DRAWING: Figure 9

Description

本発明は、山や丘などの斜面で、切り株、木の根、岩などの障害物を含む斜面に太陽光パネルを設置するのに用いる障害物を含む斜面での太陽光パネル設置工法に関する。   The present invention relates to a method of installing a solar panel on a slope including obstacles used for installing a solar panel on a slope including obstacles such as stumps, tree roots, and rocks on a slope such as a mountain or a hill.

近年、再生可能エネルギーが注目され、その一つの太陽光発電システムが多数建設された。その結果、太陽光発電システムを設置する用地は、機器の設置が容易な平坦な場所が少なくなり、機器の設置が困難な山、丘などの斜面が増える傾向にある。言い換えれば、太陽光発電システムの設置しやすい平地はほとんどなく、今残っているのは太陽光発電システムの取り付けにくい斜面や水面などがほとんどである。
山、丘などの斜面に太陽光発電システムを設置する場合、山、丘などの斜面は雑木や草が生い茂っているため、雑木の伐採、草刈の後の斜面に、多数の太陽光パネルを架台を介して設置することになる。このような斜面は平坦ではなく、切り株や木の根が多く、岩なども点在しており、平坦地に設置するような架台では施工が困難なことが多い。
In recent years, renewable energy has attracted attention, and a large number of solar power generation systems have been constructed. As a result, on the site where the photovoltaic power generation system is installed, the number of flat places where the equipment is easy to install is reduced, and the slopes such as mountains and hills where the installation of the equipment is difficult tend to increase. In other words, there are few flat lands where solar power systems can be easily installed, and most of the remaining areas are slopes and water surfaces where solar power systems are difficult to install.
When installing a photovoltaic power generation system on a slope such as a mountain or hill, the slope such as the mountain or hill is overgrown with trees and grass. It will be installed through. Such a slope is not flat, has many stumps and tree roots, and is scattered with rocks, etc., and it is often difficult to perform construction on a gantry installed on a flat ground.

この種の太陽光パネル設置工法が特許文献1により提案されている。
この文献1の工法(太陽光パネルの架台及びその設置工法)では、太陽光パネルを支持する架台を、二本又は三本以上の縦桟に横桟を上下複数掛け渡して梯子形架台として形成し、この梯子形架台を斜面に設置し、この梯子形架台の少なくとも上端、中間、上端及び下端を接地して、これらの部分に固定用ブロックを取り付け、この固定用ブロックに固定棒を挿通して地中に刺し込み固定する。そして、この梯子形架台の中の仕切られた空間で太陽光パネルを支持する。
A solar panel installation method of this type is proposed in Patent Document 1.
According to the construction method of this document 1 (a solar panel mount and its installation method), a mount supporting the solar panel is formed as a ladder-type mount by vertically or vertically crossing two or more vertical crosses on two or more vertical crosses. Then, install the ladder-type gantry on a slope, ground at least the upper end, middle, upper end, and lower end of the ladder-type gantry, attach a fixing block to these portions, and insert a fixing rod through the fixing block. And stab it in the ground. Then, the solar panels are supported in the partitioned space in the ladder-shaped gantry.

特開2014−95281公報JP 2014-95281 A

しかしながら、上記従来の太陽光パネル設置工法では、架台を、二本又は三本以上の縦桟に横桟を上下複数掛け渡して梯子形架台として形成するため、架台の製作に要する資材が多く、これらの資材や機器機材を運搬する人力も多くなって、材料費や人件費が嵩み、コストが増大する、という問題がある。また、この工法のように、梯子形架台の少なくとも上端、中間、上端及び下端を接地して、これらの部分に固定用ブロックを取り付け、この固定用ブロックに固定棒を挿通して地中に刺し込み固定する手法では、山や丘などの雑木の伐採、草刈の後の斜面に切り株や地上を這う木の根、大きな岩などの障害物があると、これが架台の設置に干渉し、施工を困難にする、という問題がある。   However, in the above-mentioned conventional solar panel installation method, the gantry is formed as a ladder-type gantry by vertically traversing a plurality of horizontal tiers on two or three or more vertical tiers, so that there are many materials required for manufacturing the gantry, There is also a problem that the manpower for transporting these materials and equipment is increased, so that material costs and labor costs are increased, and costs are increased. Also, as in this method, at least the upper, middle, upper, and lower ends of the ladder-type pedestal are grounded, a fixing block is attached to these parts, and a fixing rod is inserted through the fixing block and stabbed into the ground. In the method of cutting and fixing, if there are obstacles such as stumps, tree roots crawling on the ground, large rocks, etc. on the slope after mowing, it interferes with the installation of the gantry, making construction difficult. Problem.

本発明は、このような従来の問題を解決するものであり、この種の太陽光パネル設置工法において、架台の製作に要する資材を少なくし、これらの資材や機器機材を運搬する人力も少なくして、材料費や人件費を含むコストの低減を図ること、山や丘などの雑木の伐採、草刈の後の斜面に切り株や地上を這う木の根、大きな岩などの障害物があっても、これが架台の設置に干渉することなく、施工を容易にすること、を目的とする。   The present invention is to solve such a conventional problem, and in this type of solar panel installation method, the materials required for manufacturing the gantry are reduced, and the manpower for transporting these materials and equipment is also reduced. To reduce costs, including material and labor costs, cut down trees such as mountains and hills, and remove obstacles such as stumps, tree roots crawling above the ground, and large rocks on the slope after mowing. The object is to facilitate the construction without interfering with the installation of the gantry.

上記目的を達成するために、本発明は、
障害物を含む斜面に芯材、縦材、横材からなる架台を設置し、前記斜面に前記架台を介して太陽光パネルを設置する障害物を含む斜面での太陽光パネル設置工法であって、
前記架台1セットで複数枚単位の太陽光パネルを支持するものとし、前記架台1セットに付き、前記芯材として所定の径及び長さを有し、上部にボルト通し孔を有する杭を4本又は6本、前記縦材として前記架台毎に長さを調整可能に所定の余長分を含む長さの2本一組の縦材、前記横材として複数枚単位の太陽光パネルの横方向の全長と略同じ長さを有し、太陽光パネルに設けられるボルト通し孔に合せて縫い付け用のボルト通し孔を有する2本一対の横材、前記2本一対の横材の仮組用に、太陽光パネルの外形と略同じ大きさのフレームからなり、前記各横材の前記ボルト通し孔に対応してボルト通し孔を有するダミーパネルを用い、
前記斜面で前記架台一つに付き縦方向に2箇所又は3箇所ずつ横方向に2列ずつ位置出しした杭位置に杭孔を穿ち、前記縦方向の杭位置のいずれかに障害物がある場合は、横方向の間隔は前記横材の長さの範囲内で、縦方向の間隔は前記縦材の長さの範囲内で、障害物を跨いだ又はかわした位置に杭孔を穿つ穿孔ステップと、
前記穿孔ステップにより穿孔した前記縦方向の各杭孔に杭を設置し、前記縦方向の各杭間に前記縦材を仮架設し、前記各横材間に前記ダミーパネルを相互の前記ボルト通し孔にボルトを通しナットを締結することにより取り付けて並列に仮固定した前記各横材を前記各縦材間に位置を調整して仮架設し、前記架台を仮組する架台仮組ステップと、
前記架台仮組ステップにより仮組した前記架台から、前記各杭のボルト通し孔の前記各縦材に対する接合位置、及び前記各縦材と前記各横材との接合位置をマーキングし、前記縦材に余長がない場合を除いて、前記縦材の余長分の切断位置をマーキングする架台マーキングステップと、
前記架台マーキングステップによりマーキングした架台を前記各杭孔に前記各杭を残して解体し、前記各縦材、前記各横材にマーキングした接合位置にボルト通し孔を穿ち、前記縦材の余長分をマーキングした切断位置で切断する架台現場加工ステップと、
前記架台現場加工ステップにより加工した前記縦材を前記縦方向の各杭間に架設し、前記ダミーパネルを取り付けた前記各横材を前記各縦材間に架設して、前記各杭と前記各縦材との接合位置となる両者の前記ボルト通し孔、前記各縦材と前記各横材との接合位置となる両者の前記ボルト通し孔を、それぞれ合せ、ボルトを通しナットを締結して、前記架台を組み立てるとともに、前記各杭孔の前記各杭を所定の高さに調整し前記各杭又は前記縦材若しくは前記横材に落下防止用治具を取り付けて前記各杭の高さを保持する架台組み立てステップと、
前記架台組み立てステップ後、前記各杭孔に膨張セメントミルクを充填し固化させて、前記各杭孔に前記杭を固定し、前記膨張セメントミルクの固化後、前記架台から前記落下防止用治具を取り外す杭固定ステップと、
前記杭固定ステップ後、前記一対の横材上に、前記ダミーパネルに代えて、太陽光パネルを複数枚単位で配置し、前記各横材の縫い付け用のボルト通し孔と前記各太陽光パネルのボルト通し孔との間にボルトを通しナットを締結することにより、前記各横材上に太陽光パネルを複数枚単位で縫い付ける太陽光パネル取付ステップと、
を有し、
以上のステップにより、太陽光パネルを障害物を含む斜面に設置する、
ことを要旨とする。
この工法では、斜面の障害物がある位置に架台を設置する場合、穿孔ステップ、架台仮組ステップ、架台マーキングステップ、架台現場加工ステップ、架台組み立てステップを通し、各縦材を縦方向の各杭間に、障害物を跨いで又はかわして、前記各縦材の、一方又は両方が障害物のない位置に設置する架台の各縦材に比べて長い長さ、又は一方が他方に対して上下の位置をずらした配置、又は一方が他方に対して斜めとなる配置、又は両方が略ハの字形若しくは略逆ハの字形の配置、又はこれらを組み合わせた態様で架設する。
この工法では、縦材に高耐食性めっき鋼板からなる山形鋼を使用し、横材に高耐食性めっき鋼板からなるZ形鋼を使用する。
この工法では、架台仮組ステップで、各杭と各縦材を、各縦材と各横材を、それぞれ、バイスにより固定保持する。
この工法では、架台現場加工ステップで、各横材にボルト通し孔をパンチ孔あけ機でパンチ抜きにより穿ち、縦材の余長分は切断機で切断する。
In order to achieve the above object, the present invention provides
A solar panel installation method on a slope including an obstacle, in which a base made of a core material, a vertical member, and a horizontal member is installed on a slope including an obstacle, and a solar panel is installed on the slope via the mount. ,
The set of supports supports a plurality of solar panels, and the set includes four sets of piles each having a predetermined diameter and length as the core material and having a bolt through hole at the top. Or, a pair of two vertical members having a length including a predetermined extra length so that the length can be adjusted for each of the frames as the vertical members, and a lateral direction of a plurality of solar panels as the horizontal members A pair of cross members having substantially the same length as the entire length of the cross members and having bolt through holes for sewing in accordance with the bolt through holes provided in the solar panel; A dummy panel made of a frame having substantially the same size as the outer shape of the solar panel and having bolt through holes corresponding to the bolt through holes of each of the cross members;
When a hole is drilled at a pile position where two rows or three rows are vertically positioned at two places or three places at a time on the slope, and there is an obstacle at any of the vertical pile positions. The step of piercing a pile hole at a position straddling or avoiding an obstacle within a range of a length of the cross member in a horizontal direction and within a range of a length of the vertical member in a vertical direction. When,
A stake is installed in each of the vertical pile holes drilled in the drilling step, the vertical members are temporarily erected between the vertical stakes, and the dummy panels are inserted between the horizontal members through the bolts. A temporary mounting step of temporarily mounting the horizontal members temporarily fixed in parallel by mounting bolts through holes in the holes and adjusting the position between the vertical members, and temporarily mounting the frame.
From the gantry provisionally assembled in the gantry temporary assembling step, the joint positions of the bolt through holes of the stakes with respect to the respective vertical members, and the joint positions of the respective vertical members and the respective horizontal members are marked, and the vertical member is marked. Except when there is no extra length, a gantry marking step to mark the cutting position for the extra length of the vertical member,
The gantry marked in the gantry marking step is dismantled while leaving the stakes in the stake holes, the vertical members, the bolts are bored at the joint positions marked on the horizontal members, and the extra length of the vertical members A gantry on-site processing step for cutting at the cutting position marked with a minute,
The vertical members processed by the gantry on-site processing step are erected between the respective vertical piles, and the respective cross members to which the dummy panels are attached are erected between the respective vertical members, and the respective stakes and the respective The two bolt through holes that become the joining position with the vertical member, the two bolt through holes that become the joining position between each of the vertical members and each of the horizontal members are aligned with each other, a bolt is passed through, and a nut is fastened. While assembling the gantry, adjust the stakes in the stake holes to a predetermined height and attach a fall prevention jig to the stakes or the vertical members or the horizontal members to maintain the heights of the stakes Gantry assembling steps,
After the gantry assembling step, the pile holes are filled with expanded cement milk and solidified, the piles are fixed in the pile holes, and after the expanded cement milk is solidified, the fall prevention jig is removed from the gantry. Removing pile fixing step,
After the pile fixing step, a plurality of solar panels are arranged on the pair of cross members in place of the dummy panels, and bolt holes for sewing the cross members and the solar panels are provided. A solar panel mounting step of sewing a plurality of solar panels on each of the cross members by passing nuts through bolts between the bolt holes and the bolts,
Has,
By the above steps, install the solar panel on the slope including obstacles,
That is the gist.
In this method, when installing the gantry at a position where there is an obstacle on the slope, through the drilling step, gantry temporary assembling step, gantry marking step, gantry on-site processing step, and gantry assembling step, each vertical member is attached to each vertical pile. In the meantime, straddling or dodging obstacles, one or both of the vertical members have a longer length than each vertical member of a gantry installed at a position where there is no obstacle, or one of the vertical members is up and down with respect to the other. Are displaced, or one is oblique to the other, or both are substantially U-shaped or substantially inverted C-shaped, or a combination of these.
In this method, an angle steel made of a highly corrosion-resistant plated steel sheet is used for a vertical member, and a Z-shaped steel made of a highly corrosion-resistant plated steel sheet is used for a cross member.
In this method, in the gantry temporary assembling step, each pile and each vertical member and each vertical member and each horizontal member are fixedly held by a vise.
In this method, a bolt through hole is drilled in each cross member by punch punching with a punch punching machine and a surplus length of the vertical member is cut by a cutting machine in a gantry on-site processing step.

本発明の障害物を含む斜面での太陽光パネル設置工法によれば、次のような本発明独自の格別な効果を奏する。
(1)架台1セットで複数枚単位の太陽光パネルを支持するものとし、架台1セットに付き、芯材として所定の径及び長さを有し、上部にボルト通し孔を有する杭を4本又は6本、縦材として架台毎に長さを調整可能に所定の余長分を含む長さの2本一組の縦材、横材として複数枚単位の太陽光パネルの横方向の全長と略同じ長さを有し、太陽光パネルに設けられるボルト通し孔に合せて縫い付け用のボルト通し孔を有する2本一対の横材、2本一対の横材の仮組用に、太陽光パネルの外形と略同じ大きさのフレームからなり、各横材のボルト通し孔に対応してボルト通し孔を有するダミーパネルを用い、ボルト、ナットにより組み立てるので、架台の製作に要する資材を少なくし、これらの資材や機器機材を運搬する人力も少なくして、材料費や人件費を含むコストの低減を図ることができる。
(2)穿孔ステップ、架台仮組ステップ、架台マーキングステップ、架台現場加工ステップ、架台組み立てステップ、杭固定ステップ、太陽光パネル取付ステップを通して、障害物を含む斜面上で各縦方向の各杭間に架設した一対の縦材上に、障害物がある場合は、これを跨いだ又はかわした一対の縦材上に、ダミーパネルで仮固定した一対の横材を架設して、この一対の横材にダミーパネルに代えて複数枚単位の太陽光パネルをボルトナットにより縫い付けるので、障害物を含む斜面での太陽光パネル設置の施工を容易に行うことができる。
According to the method of installing a solar panel on a slope including an obstacle according to the present invention, the following special effects unique to the present invention can be obtained.
(1) A set of gantry supports a plurality of solar panels, and each set of gantry has four piles, each having a predetermined diameter and length as a core material and having a bolt through hole at the top. Or, as a vertical member, a pair of vertical members having a length including a predetermined extra length so that the length can be adjusted for each frame as a vertical member, and a total length in the horizontal direction of a solar panel in units of a plurality of members as a horizontal member. A pair of two horizontal members having substantially the same length and having bolt through holes for sewing in accordance with the bolt through holes provided in the solar panel. Uses a dummy panel consisting of a frame approximately the same size as the outer shape of the panel and has bolt through holes corresponding to the bolt through holes of each cross member, and assembles with bolts and nuts. Less manpower to transport these materials and equipment It is possible to reduce the cost of including the costs and personnel expenses.
(2) Through the drilling step, the gantry temporary assembling step, the gantry marking step, the gantry on-site processing step, the gantry assembling step, the stake fixing step, and the solar panel mounting step, between the stakes in the vertical direction on the slope including obstacles. If there is an obstacle on the pair of erected vertical members, a pair of cross members tentatively fixed with a dummy panel is erected on the pair of vertical members that straddle or dodge the obstacle, and In addition, since a plurality of solar panels are sewn with bolts and nuts instead of the dummy panels, installation of the solar panels on slopes including obstacles can be easily performed.

本発明の障害物を含む斜面での太陽光パネル設置工法を適用する障害物を含む斜面の状況を示す図The figure which shows the situation of the slope containing the obstacle which applies the solar panel installation method in the slope containing the obstacle of this invention. 同工法の穿孔ステップを示す図、Diagram showing the drilling step of the method, 同工法の架台仮組ステップを示す図Diagram showing the gantry temporary assembling steps of this method 同工法の架台マーキングステップを示す図Diagram showing the gantry marking step of this method 同工法の架台現場加工ステップを示す図Diagram showing the gantry on-site processing steps of this method 同工法の架台組み立てステップ及び杭固定ステップを示す図Diagram showing the gantry assembling step and the pile fixing step of this method 同工法の太陽光パネル取付ステップを示す図Figure showing the solar panel installation steps of the method 同工法において特に架台の仮組み状態を示す図Diagram showing the temporary assembling state of the gantry especially in this method 同工法において特に架台の組み立て状態を示す図Figure showing the assembled state of the gantry especially in this method 同工法において特に太陽光パネルの設置状態を示す図Diagram showing installation status of solar panels, especially in this method

次に、この発明を実施するための形態について図を用いて説明する。
図1−図7に障害物を含む斜面での太陽光パネル設置工法を示している。
この太陽光パネル設置工法は、障害物を含む斜面に芯材、縦材、横材からなる架台を設置し、斜面に架台を介して太陽光パネルを設置するもので、この工法では、架台1セットで複数枚単位の太陽光パネルを支持するものとし、架台1セットに付き、芯材として所定の径及び長さを有し、上部にボルト通し孔を有する杭を4本又は6本、縦材として架台毎に長さを調整可能に所定の余長分を含む長さの2本一組の縦材、横材として複数枚単位の太陽光パネルの横方向の全長と略同じ長さを有し、太陽光パネルに設けられるボルト通し孔に合せて縫い付け用のボルト通し孔(図5の符号30)を有する2本一対の横材、2本一対の横材の仮組用に、太陽光パネルの外形と略同じ大きさのフレームからなり、各横材のボルト通し孔に対応してボルト通し孔を有するダミーパネルを用いる。
この場合、杭は鋼製の杭を使用し、ある程度の不陸に耐え得る部材強度とし、メッキ加工を施す。杭の上部には予めボルト通し孔を有するアタッチメントを溶接などにより取り付けておく。縦材には高耐食性めっき鋼板からなる山形鋼を使用し、横材には高耐食性めっき鋼板からなるZ形鋼を使用する。この横材の上に複数枚単位で太陽光パネルをボルトナットで縫い付けるので、予め、横材の平面状の上部に複数枚の太陽光パネルの設置位置毎に各太陽光パネルに設けられるボルト通し孔に合せてボルト通し孔をあけておく。ダミーパネルは鋼板からなる上部フレーム、下部フレーム、左右の側部フレームを1枚の太陽光パネルの外形と略同じ大きさの矩形状に接合するとともに、左右の側部フレーム間に上下部の各フレームと平行に鋼板からなる2本の補強フレームを接合して形成し、上部フレーム、下部フレームに太陽光パネルのボルト通し孔に対応させてボルト通し孔を穿設しておく。
また、この場合、架台の部材を少なくし、人力で運べるように、架台1つに付き3枚の太陽光パネルを横に並べて設置して1セットとすることを基本的な形とする。障害物のない斜面では、架台は2本一対の縦材上に2本一対の横材を正規の井桁状に組み、これを4本(必要に応じて6本)の杭で支持する構造とし、障害物のある斜面でもこれを基本とするが、障害物を回避するため、杭(杭孔)の位置、及び縦材の長さ、向きを任意に変化させて、一対の縦材と一対の横材を異形の井桁状に組んで対応する。
なお、縦約1.5m、横約1mの太陽光パネルをおよそ300枚、障害物を含む斜面に設置するものとした場合、3枚組の架台が100台必要で、この場合、杭(φ65mm、L=0.675m以上のもの)400本、縦材(およそ3mのもの)100本、横材(およそ3mのもの)200本、ボルトナット(M−10、M−8)必要とする組数、それぞれの数に割り増し分を加えて、用意する。100台の架台分としては少ない材料の数量と言える。
そして、この工法では、この少ない資材を使い、穿孔ステップ、架台仮組ステップ、架台マーキングステップ、架台現場加工ステップ、架台組み立てステップ、杭固定ステップ、太陽光パネル取付ステップを通して、障害物を含む斜面に多数(例えば100台)の架台を設置し、斜面に多数(例えば100枚)の架台を介して多数(例えば300枚)の太陽光パネルを設置する。
Next, an embodiment for carrying out the present invention will be described with reference to the drawings.
1 to 7 show a solar panel installation method on a slope including an obstacle.
In this solar panel installation method, a gantry made of a core material, a vertical member, and a horizontal member is installed on a slope including an obstacle, and a solar panel is installed on the slope via a gantry. A set shall support a plurality of solar panels, and a set of four or six piles, each having a predetermined diameter and length as a core, and having a bolt through hole at the top, per set As a material, the length can be adjusted for each gantry so that a pair of two vertical materials including a predetermined extra length, and a horizontal material that is approximately the same length as the total length in the horizontal direction of multiple solar panels A pair of two horizontal members having a bolt through hole for sewing (reference numeral 30 in FIG. 5) in accordance with the bolt through hole provided in the solar panel. It consists of a frame approximately the same size as the outer shape of the solar panel. A dummy panel having a through hole is used.
In this case, a steel pile is used as the pile, and the pile is formed with a member strength that can withstand a certain level of unevenness, and plating is performed. Attachments having bolt through holes are previously attached to the upper part of the pile by welding or the like. An angle steel made of a highly corrosion-resistant plated steel sheet is used for a vertical member, and a Z-shaped steel made of a highly corrosion-resistant plated steel sheet is used for a cross member. Since the solar panels are sewn on the horizontal member in units of a plurality of bolts with bolts and nuts, bolts provided on each solar panel in advance for each of the plurality of solar panel installation positions on the horizontal upper surface of the horizontal member in advance. Drill the bolt holes according to the holes. The dummy panel is formed by joining the upper frame, the lower frame, and the left and right side frames made of a steel plate into a rectangular shape approximately the same size as the outer shape of a single solar panel, and the upper and lower portions between the left and right side frames. Two reinforcing frames made of a steel plate are joined and formed in parallel with the frame, and bolt through holes are formed in the upper frame and the lower frame corresponding to the bolt through holes of the solar panel.
Also, in this case, the basic form is to reduce the number of members of the mount and to install three solar panels side by side on one mount to form one set so that the mount can be carried by human power. On slopes without obstacles, the gantry has a structure in which two pairs of cross members are assembled on a pair of vertical members in a regular cross-girder shape, and this is supported by four (six if necessary) piles. This is basically used even on slopes with obstacles, but in order to avoid obstacles, the position of piles (pile holes) and the length and direction of the vertical members are arbitrarily changed to provide a pair of vertical members and a pair of vertical members. Corresponding to the cross-members of the above is assembled in a special cross-shaped girder.
In addition, when about 300 solar panels of about 1.5 m in length and about 1 m in width are to be installed on a slope including obstacles, 100 sets of three sets are required. In this case, a pile (φ65 mm , L = 0.675 m or more) 400 pieces, vertical material (about 3 m) 100 pieces, horizontal piece (about 3 m) 200 pieces, bolt and nut (M-10, M-8) Prepare the number, adding a premium to each number. It can be said that the number of materials is small for 100 frames.
And, in this construction method, using this small material, through the drilling step, the gantry temporary assembling step, the gantry marking step, the gantry on-site processing step, the gantry assembling step, the pile fixing step, and the solar panel mounting step, on the slope including obstacles A large number (for example, 100) of gantry is installed, and a large number (for example, 300) of solar panels are installed on the slope through the large number (for example, 100) of gantry.

(穿孔ステップ)
穿孔ステップにあっては、図2に示すように、斜面で架台一つに付き縦方向に2箇所又は3箇所ずつ横方向に2列ずつ位置出しした杭位置に杭孔10を穿ち、縦方向の杭位置のいずれかに障害物がある場合は、横方向の間隔は横材の長さの範囲内で、縦方向の間隔は縦材の長さの範囲内で、障害物を跨いだ又はかわした位置に杭孔10を穿つ。
このステップでは、図1に示すような雑木の伐採、草刈の後の斜面に、太陽光パネルを設置し得る範囲を特定し、この範囲に、まず、架台1台に付き4本(必要に応じて6本)の杭の位置を墨だしする。この墨だしに当たっては、基本的に架台一つの設置面に付き井桁状に組まれた架台の標準的な4支点(縦材と横材の4つの交点又はその近傍)の位置に合せて取るが、杭の位置に障害物がある場合は、その杭の位置を、横方向の間隔は横材の長さの範囲内で、縦方向の間隔は縦材の長さの範囲内で、障害物を跨いで又はかわして任意の位置に変更する。例えば、斜面上側の杭の位置に障害物があれば、その障害物の上側に杭の位置を取って障害物を跨ぎ、又はその障害物の左右方向に杭の位置を取って障害物をかわす。また、斜面下側の杭の位置に障害物があれば、その障害物の下側に杭の位置を取って障害物を跨ぎ、又はその障害物の左右方向に杭の位置を取って障害物をかわす。
このようにして障害物を含む斜面に杭の位置を決め、杭孔10を人力又はアタッチドリルなどでの機械掘りにより穿孔する。
(Punching step)
In the drilling step, as shown in FIG. 2, a pile hole 10 is drilled at a pile position which is positioned at two places in a vertical direction and two rows at a time in three places per one stand on a slope. If there is an obstacle at any of the pile positions, the horizontal distance is within the length of the horizontal member, the vertical distance is within the length of the vertical member, Drill a hole 10 at the dodged position.
In this step, the area where solar panels can be installed on the slope after cutting and cutting grass as shown in FIG. 1 is specified, and in this area, first, four solar panels per stand (if necessary) The positions of the six piles). Basically, this ink mark is taken in accordance with the position of the standard four fulcrums (four intersections of the vertical and horizontal members or the vicinity thereof) of the frame assembled in a girder shape on one installation surface of the frame. If there is an obstacle at the position of the stake, the position of the stake is set within the range of the length of the stub, the interval of the stake is within the length of the Change to an arbitrary position by straddling or dodging. For example, if there is an obstacle at the position of the pile on the upper slope, take the position of the pile above the obstacle and straddle the obstacle, or take the position of the pile in the left and right direction of the obstacle and dodge the obstacle. . In addition, if there is an obstacle at the position of the pile below the slope, take the position of the pile below the obstacle and straddle the obstacle, or take the position of the pile in the left and right direction of the obstacle and Dodge.
In this way, the position of the pile is determined on the slope including the obstacle, and the pile hole 10 is drilled manually or mechanically with an attach drill.

(架台仮組ステップ)
架台仮組ステップにあっては、図3に示すように、穿孔ステップにより穿孔した縦方向の杭孔10に杭11を設置し、縦方向の各杭11間に縦材2を仮架設し、各横材3間にダミーパネル4を相互のボルト通し孔にボルト(M8)を通しナットを締結することにより取り付けて平行並列に仮固定した各横材3を各縦材2間に位置を調整して仮架設し、架台1を仮組する。
このステップでは、図8に示すように、まず、穿孔ステップで穿孔した4つ(6つの場合もある。)の杭孔10に4本の杭11を差し込み、各縦方向の各杭11間に各縦材2を架け渡す。このとき、各杭11と各縦材2とをバイス(万力)により固定保持しておく。この場合、4つの杭孔10が架台1の標準的な4支点に対応していると、各縦材2は斜面での上下の位置を略同じくして略平行に架け渡される。そして、これら縦材2上にダミーパネル4で仮固定された各横材3を略直交させて架け渡す。各横材3の位置を調整後、各縦材2と各横材3をバイスにより固定保持する。このようにして架台1を正規の井桁状に組み立てる。また、この場合、4つの杭孔10の一部又は全部が障害物を跨ぐ又はかわしていると、各縦材2は、一方又は両方が障害物のない位置に設置する架台1の各縦材2に比べて長い長さ、又は一方が他方に対して(斜面での)上下の位置をずらした配置、又は一方が他方に対して斜めとなる配置、又は両方が略ハの字形若しくは略逆ハの字形の配置、又はこれらを組み合わせた態様になって架け渡される。そして、これら縦材2上にダミーパネル4で仮固定された各横材3を交差させて架け渡す。各横材3の位置を調整後、各縦材2と各横材3をバイスにより固定保持する。このようにして架台1を異形の井桁状に組み立てる。なお、各縦材2の必要スパンや各杭11の根入れ長、自由長は、予め太陽光パネル設置現場毎に決められる風荷重を基に、最大と最小のパネル設置角度から選定する。
(Temporary gantry assembly step)
In the gantry temporary assembling step, as shown in FIG. 3, the piles 11 are installed in the vertical pile holes 10 drilled in the drilling step, and the vertical members 2 are temporarily erected between the respective vertical piles 11. The dummy panel 4 is mounted between the horizontal members 3 by inserting bolts (M8) into the respective bolt holes and tightening the nuts, and the positions of the horizontal members 3 temporarily fixed in parallel and parallel are adjusted between the vertical members 2. Then, the gantry 1 is temporarily assembled.
In this step, as shown in FIG. 8, first, four piles 11 are inserted into four (sometimes six) pile holes 10 drilled in the drilling step, and each pile 11 is inserted between the respective vertical piles 11. Hang each vertical member 2. At this time, each pile 11 and each vertical member 2 are fixed and held by a vise (vise). In this case, when the four pile holes 10 correspond to the four standard fulcrums of the gantry 1, the vertical members 2 are laid in substantially parallel at the same vertical position on the slope. Then, the horizontal members 3 temporarily fixed by the dummy panels 4 on these vertical members 2 are bridged substantially orthogonally. After adjusting the position of each horizontal member 3, each vertical member 2 and each horizontal member 3 are fixed and held by a vise. In this way, the gantry 1 is assembled in a regular cross-girder shape. Further, in this case, when a part or all of the four pile holes 10 straddle or dodge an obstacle, each of the vertical members 2 is one of the vertical members of the gantry 1 installed at a position where there is no obstacle. 2, or one of them is displaced up and down with respect to the other (on the slope), or one is oblique to the other, or both are substantially U-shaped or substantially inverted It is bridged in a C-shaped arrangement or a combination of these. Then, the horizontal members 3 temporarily fixed by the dummy panels 4 are crossed over these vertical members 2 and are bridged. After adjusting the position of each horizontal member 3, each vertical member 2 and each horizontal member 3 are fixed and held by a vise. In this way, the gantry 1 is assembled into a modified cross-girder shape. In addition, the required span of each vertical member 2 and the penetration length and free length of each pile 11 are selected from the maximum and minimum panel installation angles based on the wind load determined in advance for each solar panel installation site.

(架台マーキングステップ)
架台マーキングステップにあっては、図4に示すように、架台仮組ステップにより仮組した架台1から、各杭11のボルト通し孔110の各縦材2に対する接合位置、各縦材2と各横材3との接合位置をマーキングし、縦材2に余長がない場合を除いて、縦材2の余長分の切断位置をマーキングする。
このステップでは、各縦材2の側面(この場合、山形鋼の垂直面)に各杭11のボルト通し孔110とボルトで固定する位置、各縦材2の上面(この場合、山形鋼の水平面)と各横材3の下面(この場合、Z形鋼の下部水平面)とのボルトで固定する位置をポンチなどでマーキングする。また、縦材2については、架台1が正規の井桁状に組み立てられる場合、各縦材2は各横材3とともに同じ長さになる。この場合、1本の縦材2が既述のとおりおよそ3mのものならば、2等分割することで、この架台1の2本分の縦材2が取れるので、架台1の組み立て前に1本の縦材2から2本分の縦材2を取ることで、各縦材2に余長分が生じない。この場合は、各縦材2に余長分の切断位置をマーキングする必要がない。これに対して、架台1が異形の井桁状に組み立てられる場合は、各縦材2は異なる長さになり、この場合、縦材2の一方又は両方に余長分が生じ、余長分を切断するため、縦材2の余長分の切断位置をマーキングする。
(Frame marking step)
In the gantry marking step, as shown in FIG. 4, from the gantry 1 temporarily assembled in the gantry temporary assembling step, the joining positions of the bolt through holes 110 of the respective stakes 11 to the respective vertical members 2, the respective vertical members 2 and The joining position with the horizontal member 3 is marked, and the cutting position corresponding to the extra length of the vertical member 2 is marked unless the vertical member 2 has no extra length.
In this step, the position to be fixed to the side surface of each vertical member 2 (in this case, the vertical surface of the angle iron) with the bolt through hole 110 of each pile 11 and the upper surface of each vertical member 2 (in this case, the horizontal plane of the angle iron) ) And the lower surface of each cross member 3 (in this case, the lower horizontal surface of the Z-section steel) is marked with a punch or the like at a position to be fixed with a bolt. When the gantry 1 is assembled in a regular cross-girder shape, the vertical members 2 have the same length as the horizontal members 3. In this case, if one vertical member 2 is approximately 3 m as described above, by dividing into two equal parts, two vertical members 2 of the gantry 1 can be obtained. By taking two vertical members 2 from the two vertical members 2, no extra length is generated in each vertical member 2. In this case, there is no need to mark the cutting position for the extra length on each vertical member 2. On the other hand, when the gantry 1 is assembled in a modified cross-girder shape, each vertical member 2 has a different length. In this case, one or both of the vertical members 2 have an extra length, and the extra length is generated. For cutting, the cutting position corresponding to the extra length of the vertical member 2 is marked.

(架台現場加工ステップ)
架台現場加工ステップにあっては、図4、図5に示すように、架台マーキングステップによりマーキングした架台1を各杭孔10に各杭11を残して解体し、各縦材2、各横材3にマーキングした接合位置にボルト通し孔21,22、32を穿ち、縦材の余長分をマーキングした切断位置で切断する。
このステップでは、各縦材2、各横材3にボルト通し孔21,22、32をパンチ孔あけ機でパンチ抜きにより穿ち、縦材2の余長分は切断機で切断する。
(Mounting on-site processing step)
In the gantry site processing step, as shown in FIGS. 4 and 5, the gantry 1 marked by the gantry marking step is dismantled while leaving each pile 11 in each pile hole 10, and each vertical member 2, each cross member The bolt passing holes 21, 22, 32 are drilled at the joining positions marked 3 and cut at the cutting positions where the extra length of the vertical members is marked.
In this step, bolt through holes 21, 22, and 32 are formed in each of the vertical members 2 and each of the horizontal members 3 by punching with a punching machine, and the remaining length of the vertical member 2 is cut by a cutting machine.

(架台組み立てステップ)
架台組み立てステップにあっては、図6に示すように、架台現場加工ステップにより加工した縦材2を縦方向の各杭11間に架設し、ダミーパネル4を取り付けた各横材3を各縦材2間に架設して、各杭11と各縦材2との接合位置となる両者のボルト通し孔110(図4参照)、21(図5参照)、各縦材2と各横材3との接合位置となる両者のボルト通し孔22、32(図5参照)を、それぞれ合せ、ボルト(M10)を通しナットを締結して、架台を組み立てるとともに、各杭孔10の各杭11を所定の高さに調整し各杭11又は縦材2若しくは横材3に落下防止用治具5を取り付けて各杭11の高さを保持する。
このステップでは、図9に示すように、各縦方向の各杭孔10に差し込んだ各縦方向の各杭11間に各縦材2を架け渡し、各杭11のボルト通し孔110と各縦材2のボルト通し孔21を合せ、これらのボルト通し孔110、21間にボルト(M10)を通しナットを締結して、両者を固定する。この場合、4つの杭孔10が架台1の標準的な4支点に対応していると、各縦材2は斜面での上下の位置を同じくして略平行に架け渡される。そして、これら略平行の縦材2上にダミーパネル4で仮固定された各横材3を略直交させて架け渡し、各縦材2と各横材3との接合位置となる両者のボルト通し孔22、32をそれぞれ合せて、これらのボルト通し孔22、32間にボルト(M10)を通しナットを締結する。このようにして架台1を正規の井桁状に組み立てる。また、この場合、4つの杭孔10の一部又は全部が障害物を跨ぐ又はかわしていると、各縦材2は、一方又は両方が障害物のない位置に設置する架台1の各縦材2に比べて長い長さ、又は一方が他方に対して(斜面での)上下の位置をずらした配置、又は一方が他方に対して斜めとなる配置、又は両方が略ハの字形若しくは略逆ハの字形の配置、又はこれらを組み合わせた態様になって架け渡される。そして、これら障害物を跨いだ又はかわした縦材2上にダミーパネル4で仮固定された各横材3を交差させて架け渡し、各縦材2と各横材3との接合位置となる両者のボルト通し孔22、32をそれぞれ合せて、これらのボルト通し孔22、32間にボルト(M10)を通しナットを締結する。このようにして架台1を異形の井桁状に組み立てる。架台1を組み立てたら、各杭孔10内の各杭11を施工現場で決められた所定の高さに調整し、各杭11の周面を挟んで杭孔10の周縁部に設置するはさみ形の(杭11を挟む部分に滑り止めのゴムを付けた)落下防止用治具5、又は縦材2若しくは横材3を支持する支柱形の落下防止用治具5を用いて、各杭孔10内の各杭11を所定の高さに保持する。
(Mounting steps)
In the gantry assembling step, as shown in FIG. 6, the vertical members 2 processed in the gantry on-site processing step are erected between the piles 11 in the vertical direction, and each of the horizontal members 3 to which the dummy panel 4 is attached is connected to each of the vertical members. The two bolt holes 110 (see FIG. 4) and 21 (see FIG. 5) which are installed between the members 2 and serve as joining positions of the respective stakes 11 and the respective vertical members 2, the respective vertical members 2 and the respective horizontal members 3. The two bolt through holes 22 and 32 (see FIG. 5) at the joining position with the bolts are aligned with each other, bolts (M10) are passed through and nuts are fastened to assemble the gantry. The height is adjusted to a predetermined height, and the height of each pile 11 is maintained by attaching the fall prevention jig 5 to each pile 11 or the vertical member 2 or the horizontal member 3.
In this step, as shown in FIG. 9, each vertical member 2 is bridged between each vertical stake 11 inserted into each vertical stake hole 10, and the bolt through hole 110 of each stake 11 is connected to each vertical stake 11. The bolt through holes 21 of the material 2 are aligned, a bolt (M10) is passed between these bolt through holes 110 and 21, and a nut is fastened to fix them. In this case, when the four pile holes 10 correspond to the four standard fulcrums of the gantry 1, the vertical members 2 are bridged in substantially parallel with the same vertical position on the slope. Then, the respective horizontal members 3 temporarily fixed by the dummy panel 4 are bridged on the substantially parallel vertical members 2 in a substantially orthogonal manner, and bolts of both bolts at the joining positions of the respective vertical members 2 and the respective horizontal members 3 are passed. The holes 22 and 32 are aligned with each other, and a bolt (M10) is inserted between these bolt through holes 22 and 32 to fasten a nut. In this way, the gantry 1 is assembled in a regular cross-girder shape. Further, in this case, when a part or all of the four pile holes 10 straddle or dodge an obstacle, each of the vertical members 2 is one of the vertical members of the gantry 1 installed at a position where there is no obstacle. 2, or one of them is displaced up and down with respect to the other (on the slope), or one is oblique to the other, or both are substantially U-shaped or substantially inverted It is bridged in a C-shaped arrangement or a combination of these. Then, the cross members 3 temporarily fixed by the dummy panels 4 are crossed over the vertical members 2 that straddle or dodge these obstacles so as to be crossed over, and become the joining positions of the respective vertical members 2 and the respective horizontal members 3. The two bolt holes 22 and 32 are respectively aligned, and a bolt (M10) is inserted between the bolt holes 22 and 32 to fasten a nut. In this way, the gantry 1 is assembled into a modified cross-girder shape. After assembling the gantry 1, each of the piles 11 in each of the pile holes 10 is adjusted to a predetermined height determined at the construction site, and the scissors are placed on the periphery of the pile hole 10 with the peripheral surface of each of the piles 11 interposed therebetween. Each of the pile holes is formed by using a drop-preventing jig 5 (with a non-slip rubber attached to a portion sandwiching the pile 11) or a column-shaped drop-preventing jig 5 that supports the vertical member 2 or the horizontal member 3. Each pile 11 in 10 is held at a predetermined height.

(杭固定ステップ)
杭固定ステップにあっては、図6に示すように、架台組み立てステップ後、各杭孔10に膨張セメントミルクを充填し固化させて、各杭孔10に杭11を固定し、膨張セメントミルクの固化後、架台1から落下防止用治具5を取り外す。
(Pile fixing step)
In the pile fixing step, as shown in FIG. 6, after the gantry assembling step, each pile hole 10 is filled with expanded cement milk and solidified, and the pile 11 is fixed in each pile hole 10 to expand the expanded cement milk. After the solidification, the fall prevention jig 5 is removed from the gantry 1.

(太陽光パネル取付ステップ)
太陽光パネル取付ステップにあっては、図7に示すように、杭固定ステップ後、一対の横材3上に、ダミーパネル4に代えて、太陽光パネルSを複数枚単位で配置し、各横材3の縫い付け用のボルト通し孔30(図5参照)と各太陽光パネルSのボルト通し孔との間にボルト(M8)を通しナットを締結することにより、各横材3上に太陽光パネルSを複数枚単位で縫い付ける。
このステップでは、図9、図10に示すように、各縦材2間にボルト止めにより設置固定してある一対の横材3からダミーパネル4を固定するボルト(M8)を取り外して、各横材3からダミーパネル4を撤去し、各横材3上に太陽光パネルSを複数枚単位、この場合、3枚単位で配置し、各横材3の縫い付け用のボルト通し孔30と各太陽光パネルSのボルト通し孔との間にボルト(M8)を通しナットに締結することにより、各横材3上に各太陽光パネルSを縫い付ける。
(Steps for mounting solar panels)
In the solar panel mounting step, as shown in FIG. 7, after the pile fixing step, a plurality of solar panels S are arranged on the pair of cross members 3 instead of the dummy panel 4, A bolt (M8) is inserted between the bolt through hole 30 for sewing the cross member 3 (see FIG. 5) and the bolt through hole of each solar panel S, and a nut is fastened. The solar panels S are sewn in units of a plurality of sheets.
In this step, as shown in FIGS. 9 and 10, the bolts (M8) for fixing the dummy panel 4 are removed from the pair of cross members 3 which are installed and fixed between the vertical members 2 by bolts, and each horizontal member is removed. The dummy panel 4 is removed from the timber 3, and the solar panels S are arranged in units of a plurality of sheets, in this case, in units of three, on each of the timbers 3. Each of the solar panels S is sewn on each of the cross members 3 by passing bolts (M8) between the bolts and the bolts of the solar panel S and fastening the nuts.

以上のステップにより、太陽光パネルSを障害物を含む斜面に設置する。   Through the above steps, the solar panel S is installed on the slope including the obstacle.

以上説明したように、この太陽光パネル設置工法では、架台1セットで複数枚単位の太陽光パネルを支持するものとし、架台1セットに付き、芯材として所定の径及び長さを有し、上部にボルト通し孔110を有する杭11を4本又は6本、縦材として架台毎に長さを調整可能に所定の余長分を含む長さの2本一組の縦材2、横材として複数枚単位の太陽光パネルの横方向の全長と略同じ長さを有し、太陽光パネルに設けられるボルト通し孔に合せて縫い付け用のボルト通し孔30を有する2本一対の横材3、2本一対の横材3の仮組用に、太陽光パネルの外形と略同じ大きさのフレームからなり、各横材3のボルト通し孔30に対応してボルト通し孔40を有するダミーパネル4を用い、ボルト、ナットにより組み立てるので、架台1の製作に要する資材を少なくし、これらの資材や機器機材を運搬する人力も少なくして、材料費や人件費を含むコストの低減を図ることができる。また、架台1の資材が少ない分だけ、架台1の組み立てに要する時間が短くなり、工期の短縮を図ることもできる。
また、この工法によれば、穿孔ステップで架台1の杭11の位置に杭孔10を穿ち、杭11の位置に切り株や木の根などの障害物がある場合は、障害物を跨いだ又はかわした位置に杭孔10を穿ち、続く架台仮組ステップ、架台マーキングステップ、架台現場加工ステップを通して、長さに余裕を持たせた縦材2を障害物のない場所でもある場所でも現場で必要な長さに切断し、縦材2、横材3に現場で位置決めした位置にボルト通し孔21,22、32をパンチ抜きして、次の架台組み立てステップで、杭孔10に挿入した杭11と縦材2、縦材2と横材3をボルト、ナットで直接固定するので、架台1を、障害物を含む斜面の現場の地盤状況に応じて、柔軟に組み立てて設置することができる。また、杭11、縦材2、横材3をボルト、ナットにより直接固定することで、溶接やガス切断がなく、各部材を傷めることがないので、ペンキなどの補修が不要となる。さらに、各横材2をダミーパネル4を介して仮固定して、各縦材2上に固定するので、各横材3間の間隔は太陽光パネルSと同じ大きさ、外形のダミーパネル4により保持されており、各横材3上にダミーパネル4に代えて太陽光パネルSを取り付ける際に、太陽光パネルSのボルト通し孔と各横材3のボルト通し孔30が合せやすい。そして、この架台組み立てステップから、杭固定ステップ、太陽光パネル取付ステップを通して、各縦方向の各杭11間に架設した一対の縦材2上に、障害物がある場合は、これを跨いだ又はかわした一対の縦材2上に、ダミーパネル4で仮固定した一対の横材3を架設して、この一対の横材3にダミーパネル4に代えて複数枚(3枚)単位の太陽光パネルSをボルト、ナットにより縫い付けるので、太陽光パネルSと各横材3との固定を容易にして、障害物を含む斜面での太陽光パネル設置の施工を容易に行うことができる。
As described above, in this solar panel installation method, a plurality of solar panels are supported by one set of gantry, and each gantry has a predetermined diameter and length as a core material with one set of gantry. Four or six piles 11 each having a bolt through hole 110 at the top, and a pair of two vertical members 2 having a length including a predetermined extra length so that the length can be adjusted for each frame as a vertical member, and a horizontal member A pair of two cross members each having substantially the same length as the total length in the lateral direction of a plurality of solar panels and having a bolt through hole 30 for sewing in accordance with a bolt through hole provided in the solar panel. 3. A dummy for a temporary assembly of a pair of two horizontal members 3 having a frame having substantially the same size as the outer shape of the solar panel, and having a bolt through hole 40 corresponding to the bolt through hole 30 of each horizontal member 3. Since the panel 4 is used to assemble with bolts and nuts, The materials required for the less, by human power even less to transport these materials and equipment equipment, it is possible to reduce the costs, including materials costs and labor costs. Further, as the material of the gantry 1 is small, the time required for assembling the gantry 1 is shortened, and the construction period can be shortened.
In addition, according to this construction method, in the drilling step, the pile hole 10 is drilled at the position of the pile 11 of the gantry 1, and when there is an obstacle such as a stump or a tree root at the position of the pile 11, the obstacle is straddled or dodged. Drill a stake hole 10 in the position, and through the following gantry temporary assembling step, gantry marking step, and gantry on-site processing step, the vertical member 2 having a sufficient length can be used in the place where there is no obstacle and where there is no obstacle. The bolts 21, 22, and 32 are punched out at the positions of the vertical members 2 and the horizontal members 3 that are positioned at the site. Since the members 2, the vertical members 2 and the horizontal members 3 are directly fixed by bolts and nuts, the gantry 1 can be flexibly assembled and installed according to the ground conditions at the site of the slope including obstacles. In addition, since the pile 11, the vertical member 2, and the horizontal member 3 are directly fixed by bolts and nuts, there is no welding or gas cutting, and there is no damage to each member. Furthermore, since each horizontal member 2 is temporarily fixed via the dummy panel 4 and fixed on each vertical member 2, the distance between the horizontal members 3 is the same as that of the solar panel S and the dummy panel 4 having the same outer shape. When the solar panel S is mounted on each horizontal member 3 instead of the dummy panel 4, the bolt holes of the solar panel S and the bolt holes 30 of each horizontal member 3 are easily aligned. If there is an obstacle on the pair of vertical members 2 laid between the piles 11 in the respective vertical directions from the gantry assembling step through the pile fixing step and the solar panel mounting step, if there is an obstacle, A pair of cross members 3 temporarily fixed by a dummy panel 4 are erected on the pair of crossed vertical members 2, and the pair of cross members 3 are replaced with the dummy panel 4 and a plurality of (three) units of sunlight Since the panel S is sewn with bolts and nuts, it is easy to fix the solar panel S to each of the cross members 3, and it is possible to easily install the solar panel on a slope including obstacles.

1 架台
10 杭孔
11 杭
110 ボルト通し孔
2 縦材
21 ボルト通し孔
22 ボルト通し孔
3 横材
30 ボルト通し孔
32 ボルト通し孔
4 ダミーパネル
40 ボルト通し孔
5 落下防止用治具
S 太陽光パネル
DESCRIPTION OF SYMBOLS 1 Stand 10 Pile hole 11 Pile 110 Bolt through hole 2 Vertical member 21 Bolt through hole 22 Bolt through hole 3 Cross member 30 Bolt through hole 32 Bolt through hole 4 Dummy panel 40 Bolt through hole 5 Jig for fall prevention S Solar panel

Claims (5)

障害物を含む斜面に芯材、縦材、横材からなる架台を設置し、前記斜面に前記架台を介して太陽光パネルを設置する障害物を含む斜面での太陽光パネル設置工法であって、
前記架台1セットで複数枚単位の太陽光パネルを支持するものとし、前記架台1セットに付き、前記芯材として所定の径及び長さを有し、上部にボルト通し孔を有する杭を4本又は6本、前記縦材として前記架台毎に長さを調整可能に所定の余長分を含む長さの2本一組の縦材、前記横材として複数枚単位の太陽光パネルの横方向の全長と略同じ長さを有し、太陽光パネルに設けられるボルト通し孔に合せて縫い付け用のボルト通し孔を有する2本一対の横材、前記2本一対の横材の仮組用に、太陽光パネルの外形と略同じ大きさのフレームからなり、前記各横材の前記ボルト通し孔に対応してボルト通し孔を有するダミーパネルを用い、
前記斜面で前記架台一つに付き縦方向に2箇所又は3箇所ずつ横方向に2列ずつ位置出しした杭位置に杭孔を穿ち、前記縦方向の杭位置のいずれかに障害物がある場合は、横方向の間隔は前記横材の長さの範囲内で、縦方向の間隔は前記縦材の長さの範囲内で、障害物を跨いだ又はかわした位置に杭孔を穿つ穿孔ステップと、
前記穿孔ステップにより穿孔した前記縦方向の各杭孔に杭を設置し、前記縦方向の各杭間に前記縦材を仮架設し、前記各横材間に前記ダミーパネルを相互の前記ボルト通し孔にボルトを通しナットを締結することにより取り付けて並列に仮固定した前記各横材を前記各縦材間に位置を調整して仮架設し、前記架台を仮組する架台仮組ステップと、
前記架台仮組ステップにより仮組した前記架台から、前記各杭のボルト通し孔の前記各縦材に対する接合位置、及び前記各縦材と前記各横材との接合位置をマーキングし、前記縦材に余長がない場合を除いて、前記縦材の余長分の切断位置をマーキングする架台マーキングステップと、
前記架台マーキングステップによりマーキングした架台を前記各杭孔に前記各杭を残して解体し、前記各縦材、前記各横材にマーキングした接合位置にボルト通し孔を穿ち、前記縦材の余長分をマーキングした切断位置で切断する架台現場加工ステップと、
前記架台現場加工ステップにより加工した前記縦材を前記縦方向の各杭間に架設し、前記ダミーパネルを取り付けた前記各横材を前記各縦材間に架設して、前記各杭と前記各縦材との接合位置となる両者の前記ボルト通し孔、前記各縦材と前記各横材との接合位置となる両者の前記ボルト通し孔を、それぞれ合せ、ボルトを通しナットを締結して、前記架台を組み立てるとともに、前記各杭孔の前記各杭を所定の高さに調整し前記各杭又は前記縦材若しくは前記横材に落下防止用治具を取り付けて前記各杭の高さを保持する架台組み立てステップと、
前記架台組み立てステップ後、前記各杭孔に膨張セメントミルクを充填し固化させて、前記各杭孔に前記杭を固定し、前記膨張セメントミルクの固化後、前記架台から前記落下防止用治具を取り外す杭固定ステップと、
前記杭固定ステップ後、前記一対の横材上に、前記ダミーパネルに代えて、太陽光パネルを複数枚単位で配置し、前記各横材の縫い付け用のボルト通し孔と前記各太陽光パネルのボルト通し孔との間にボルトを通しナットを締結することにより、前記各横材上に太陽光パネルを複数枚単位で縫い付ける太陽光パネル取付ステップと、
を有し、
以上のステップにより、太陽光パネルを障害物を含む斜面に設置する、
ことを特徴とする障害物を含む斜面での太陽光パネル設置工法。
A solar panel installation method on a slope including an obstacle, in which a base made of a core material, a vertical member, and a horizontal member is installed on a slope including an obstacle, and a solar panel is installed on the slope via the mount. ,
The set of supports supports a plurality of solar panels, and the set includes four sets of piles each having a predetermined diameter and length as the core material and having a bolt through hole at the top. Or, a pair of two vertical members having a length including a predetermined extra length so that the length can be adjusted for each of the frames as the vertical members, and a lateral direction of a plurality of solar panels as the horizontal members A pair of cross members having substantially the same length as the entire length of the cross members and having bolt through holes for sewing in accordance with the bolt through holes provided in the solar panel; A dummy panel made of a frame having substantially the same size as the outer shape of the solar panel and having bolt through holes corresponding to the bolt through holes of each of the cross members;
When a hole is drilled at a pile position where two rows or three rows are vertically positioned at two places or three places at a time on the slope, and there is an obstacle at any of the vertical pile positions. The step of piercing a pile hole at a position straddling or avoiding an obstacle within a range of a length of the cross member in a horizontal direction and within a range of a length of the vertical member in a vertical direction. When,
A stake is installed in each of the vertical pile holes drilled in the drilling step, the vertical members are temporarily erected between the vertical stakes, and the dummy panels are inserted between the horizontal members through the bolts. A temporary mounting step of temporarily mounting the horizontal members temporarily fixed in parallel by mounting bolts through holes in the holes and adjusting the position between the vertical members, and temporarily mounting the frame.
From the gantry provisionally assembled in the gantry temporary assembling step, the joint positions of the bolt through holes of the stakes with respect to the respective vertical members, and the joint positions of the respective vertical members and the respective horizontal members are marked, and the vertical member is marked. Except when there is no extra length, a gantry marking step to mark the cutting position for the extra length of the vertical member,
The gantry marked in the gantry marking step is dismantled while leaving the stakes in the stake holes, the vertical members, the bolts are bored at the joint positions marked on the horizontal members, and the extra length of the vertical members A gantry on-site processing step for cutting at the cutting position marked with a minute,
The vertical members processed by the gantry on-site processing step are erected between the respective vertical piles, and the respective cross members to which the dummy panels are attached are erected between the respective vertical members, and the respective stakes and the respective The two bolt through holes that become the joining position with the vertical member, the two bolt through holes that become the joining position between each of the vertical members and each of the horizontal members are aligned with each other, a bolt is passed through, and a nut is fastened. While assembling the gantry, adjust the stakes in the stake holes to a predetermined height and attach a fall prevention jig to the stakes or the vertical members or the horizontal members to maintain the heights of the stakes Gantry assembling steps,
After the gantry assembling step, the pile holes are filled with expanded cement milk and solidified, the piles are fixed in the pile holes, and after the expanded cement milk is solidified, the fall prevention jig is removed from the gantry. Removing pile fixing step,
After the pile fixing step, a plurality of solar panels are arranged on the pair of cross members in place of the dummy panels, and bolt holes for sewing the cross members and the solar panels are provided. A solar panel mounting step of sewing a plurality of solar panels on each of the cross members by passing nuts through bolts between the bolt holes and the bolts,
Has,
By the above steps, install the solar panel on the slope including obstacles,
A solar panel installation method on a slope that includes an obstacle.
斜面の障害物がある位置に架台を設置する場合、穿孔ステップ、架台仮組ステップ、架台マーキングステップ、架台現場加工ステップ、架台組み立てステップを通し、各縦材を縦方向の各杭間に、障害物を跨いで又はかわして、前記各縦材の、一方又は両方が障害物のない位置に設置する架台の各縦材に比べて長い長さ、又は一方が他方に対して上下の位置をずらした配置、又は一方が他方に対して斜めとなる配置、又は両方が略ハの字形若しくは略逆ハの字形の配置、又はこれらを組み合わせた態様で架設する請求項1に記載の障害物を含む斜面での太陽光パネル設置工法。   When the gantry is installed at a position where there is an obstacle on the slope, through the drilling step, the gantry temporary assembling step, the gantry marking step, the gantry on-site processing step, and the gantry assembling step, each vertical member is placed between each vertical pile. Straddling or dodging an object, one or both of the vertical members have a longer length than each vertical member of the gantry installed at a position where there is no obstacle, or one of the vertical members is shifted vertically in relation to the other. The obstruction according to claim 1, wherein the obstruction according to claim 1 is installed in a displaced arrangement, an arrangement in which one is oblique to the other, or an arrangement in which both are substantially U-shaped or substantially inverted C-shaped, or a combination thereof. Solar panel installation method on slopes. 縦材に高耐食性めっき鋼板からなる山形鋼を使用し、横材に高耐食性めっき鋼板からなるZ形鋼を使用する請求項1又は2に記載の障害物を含む斜面での太陽光パネル設置工法。   The solar panel installation method on a slope including obstacles according to claim 1 or 2, wherein an angle iron made of a highly corrosion-resistant plated steel sheet is used for a vertical member, and a Z-shaped steel made of a highly corrosion-resistant plated steel sheet is used for a horizontal member. . 架台仮組ステップで、各杭と各縦材を、各縦材と各横材を、それぞれ、バイスにより固定保持する請求項1乃至3のいずれかに記載の障害物を含む斜面での太陽光パネル設置工法。   The sunlight on a slope including an obstacle according to any one of claims 1 to 3, wherein each pile and each vertical member and each vertical member and each horizontal member are fixedly held by a vise in the gantry temporary assembling step. Panel installation method. 架台現場加工ステップで、各横材にボルト通し孔をパンチ孔あけ機でパンチ抜きにより穿ち、縦材の余長分は切断機で切断する請求項1乃至4のいずれかに記載の障害物を含む斜面での太陽光パネル設置工法。   The obstacle according to any one of claims 1 to 4, wherein, in the gantry on-site processing step, a bolt through hole is punched in each cross member by punching with a punching machine, and the extra length of the vertical member is cut by a cutting machine. Solar panel installation method on slopes including.
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