JP2013032635A - Structure for mounting photovoltaic power generation panel - Google Patents

Structure for mounting photovoltaic power generation panel Download PDF

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JP2013032635A
JP2013032635A JP2011168687A JP2011168687A JP2013032635A JP 2013032635 A JP2013032635 A JP 2013032635A JP 2011168687 A JP2011168687 A JP 2011168687A JP 2011168687 A JP2011168687 A JP 2011168687A JP 2013032635 A JP2013032635 A JP 2013032635A
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power generation
generation panel
photovoltaic power
bolt
roof
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JP4870241B1 (en
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Sadao Tsukayama
貞雄 津嘉山
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Nissin Co Ltd
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Nissin Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/10Photovoltaic [PV]

Abstract

PROBLEM TO BE SOLVED: To provide a structure in which a photovoltaic power generation panel can be solidly mounted later even onto an inclined roof like cray tile roofing and which is capable of dealing with even the case where roofing materials are different and a mounting position of a support bolt is various.SOLUTION: A frame is slid, aligned and then fixed to a support bolt, so that a photovoltaic power generation panel and the frame are easily aligned and workability is improved. Therefore, even if a mounting position of the support bolt is various, a gradient direction can be handled easily. In a direction perpendicular to the gradient, a bolt insert hole of a crank-shaped pressing band plate which presses an upper end or a lower end of the panel, is made into a slit hole in the direction perpendicular to the gradient. Furthermore, a slit-side washer is formed in a rectangular L shape, thereby increasing a contact area and ensuring pressing.

Description

原子力発電の安全性が問題になるに伴い、風力発電や太陽光発電に対する期待が増えて来ている。ところが、日本は地震国であり、また台風や津波などの災害も多いので、三角に傾いた屋根に太陽光発電パネルを取付けるには、高い取付け強度が要求される。 As safety of nuclear power generation becomes a problem, expectations for wind power generation and solar power generation are increasing. However, since Japan is an earthquake-prone country and there are many disasters such as typhoons and tsunamis, high installation strength is required to attach solar power generation panels to a triangularly inclined roof.

特許文献1に記載のように、所定勾配の既築の瓦屋根に屋根上載置物を設置する場合、締着具や瓦の破損を防止でき、取り外す瓦を少なくできる屋根上載置物用ラック取付構造、ラック取付金具及びラック取付方法を提供するべく、屋根下地材にプレート部とネジ孔とを有するベースプレートが固定され、ベースプレート上に挿通孔が形成された孔あき瓦が敷設され、支持ボルトが挿通孔に挿通されるとともにネジ孔に螺着され、支持ボルトにラック取付プレートがそのラック取付部を勾配上方へ延出するよう固定され、支持ボルトの軸線とプレート部上面との第1交点を通る鉛直線とラック取付部上面又はその延長面との第2交点と、支持ボルトの軸線とラック取付部上面又はその延長面との第3交点との距離より、ラック取付部に固定される縦ラックの固定位置と前記第2交点との距離が小さい構造が提案されている。 As described in Patent Document 1, when installing a mounted object on an existing tile roof with a predetermined gradient, a rack mounting structure for a mounted object on the roof that can prevent damage to fasteners and tiles and reduce the number of tiles to be removed, In order to provide a rack mounting bracket and a rack mounting method, a base plate having a plate portion and a screw hole is fixed to a roof base material, a perforated roof tile having an insertion hole is laid on the base plate, and a support bolt is inserted through the hole. The rack mounting plate is fixed to the support bolt so that the rack mounting portion extends upward in the gradient, and passes through the first intersection between the axis of the support bolt and the upper surface of the plate portion. It is fixed to the rack mounting portion from the distance between the second intersection of the wire and the upper surface of the rack mounting portion or its extended surface and the third intersection of the axis of the support bolt and the upper surface of the rack mounting portion or its extended surface. Distance fixed position of the vertical racks and said second intersection point is smaller structures has been proposed that.

特開2005−315018JP2005-315018

しかしながら、このような構造では、太陽光発電パネルを傾斜した屋根に堅牢に取付けることが不可能であり、また中古の住宅に後づけで太陽光発電パネルを敷設する場合は、支持ボルトを取付ける際の位置精度が落ちるが、支持ボルトの取付け位置が狂うと対応できない。
特に、日本瓦葺きに限らず、スパニッシュ瓦などの各種洋瓦、琉球瓦を用いて葺いたり、スレート葺き屋根など様々であるが、このような屋根葺き材の違っても対応できる取付け構造が望まれる。
本発明の技術的課題は、このような問題に着目し、太陽光発電パネルを瓦葺きのように傾斜した屋根でも堅牢に後づけ可能で、かつ屋根葺き材が違って支持ボルトの取付け位置がまちまちでも対応できる構造を実現することにある。
However, with such a structure, it is impossible to firmly attach the photovoltaic power generation panel to the inclined roof, and when installing the photovoltaic power generation panel later in a second-hand house, it is necessary to install the support bolts. However, if the mounting position of the support bolt is incorrect, it cannot be handled.
In particular, not only Japanese roof tiles, but also various types of roof tiles such as Spanish roof tiles and Ryukyu tiles, and various types such as slate thatched roofs, such a mounting structure that can handle different roofing materials is desired. .
The technical problem of the present invention pays attention to such a problem, and it is possible to firmly attach a photovoltaic power generation panel even on a roof inclined like a tile roof, and the mounting position of the support bolt varies depending on the roofing material. However, it is to realize a structure that can cope.

請求項1は、屋根に立てた支持ボルトを、太陽光発電パネルを取付ける架台に屋根の勾配方向に形成してあるスリットに挿通した状態で、上下からコ字形押さえ鈑で把持し、前記支持ボルトに取付けたナットで締め着け固定してなる太陽光発電パネルの取付け構造であり、支持ボルトが貫通したスリットが有るので、架台をスライドさせることで位置合わせしてから、固定する。 In the first aspect of the present invention, the support bolt standing on the roof is gripped by a U-shaped presser bar from above and below in a state where the support bolt is inserted into a slit formed in the slope direction of the roof on a frame on which the photovoltaic power generation panel is attached. This is a solar panel mounting structure that is fastened and fixed with nuts attached to the base. Since there is a slit through which the support bolt penetrates, the base is slid to align and then fixed.

請求項2は、前記の架台の長さを、1段用、2段用、3段用の3種類だけ用意しておき、これら以外の段は、前記の既存の最小の長さを連結して増やして成ることを特徴とする請求項1に記載の太陽光発電パネルの取付け構造である。 In the second aspect, only three types of lengths for the first stage, two stages, and three stages are prepared, and the other stages are connected to the existing minimum length. The solar panel mounting structure according to claim 1, wherein the structure is increased.

請求項3は、前記コ字形押さえ鈑の、ボルト挿通孔を中心とする半球状に形成して、強度を堅牢にしてあることを特徴とする請求項1又は請求項2に記載の太陽光発電パネルの取付け構造である。 3. The photovoltaic power generation according to claim 1 or 2, wherein the U-shaped presser bar is formed in a hemispherical shape with a bolt insertion hole as a center to make the strength strong. Panel mounting structure.

請求項4は、瓦葺きの場合に、瓦の最高部位に、支持ボルトの貫通できるボルト孔を開けてあり、垂木の無い部位は、垂木に支持される補助垂木を設けて、前記支持ボルトを立てることを特徴とする請求項1、請求項2又は請求項3に記載の太陽光発電パネルの取付け構造である。 According to a fourth aspect of the present invention, in the case of roofing, a bolt hole through which the support bolt can be penetrated is opened at the highest portion of the roof tile, and an auxiliary rafter supported by a rafter is provided at a portion without a rafter to raise the support bolt. The solar power panel mounting structure according to claim 1, claim 2, or claim 3.

請求項5は、スレート葺きの屋根において、垂木の無い部位は、スレートの上に補強板を設けて、前記補強板の上に前記支持ボルトを立てることを特徴とする請求項1、請求項2又は請求項3に記載の太陽光発電パネルの取付け構造である。 In a fifth aspect of the present invention, in a slate-roofed roof, a portion without a rafter is provided with a reinforcing plate on the slate, and the support bolt is erected on the reinforcing plate. Or it is the attachment structure of the photovoltaic power generation panel of Claim 3.

請求項6は、太陽光発電パネルの勾配方向の上端又は下端を押さえるクランク型の押さえ帯鈑のボルト挿通孔を、勾配と直角方向のスリット孔にすると共に、前記クランク型の押さえ帯鈑を押さえる座がねを四角いL形としたことを特徴とする請求項1から請求項5までのいずれかに記載の太陽光発電パネルの取付け構造である。 According to a sixth aspect of the present invention, the bolt insertion hole of the crank-type holding band that holds the upper end or the lower end in the gradient direction of the photovoltaic power generation panel is used as a slit hole perpendicular to the gradient, and the crank-type holding band is held down. The mounting structure for a photovoltaic power generation panel according to any one of claims 1 to 5, wherein the seat has a square L shape.

請求項7は、太陽光発電パネルの勾配方向の上端と下端間の中間は、クランク型の押さえ帯鈑を背中合わせに一体化して溝型にしたダブル押さえで一度に押さえると共に、その溝底に開けるボルト挿通孔を、勾配と直角方向のスリット孔とし、その押さえ座がねを四角い形状としたことを特徴とする請求項1から請求項6までのいずれかに記載の太陽光発電パネルの取付け構造である。 According to the seventh aspect of the present invention, the middle portion between the upper end and the lower end in the gradient direction of the photovoltaic power generation panel is pressed at a time with a double press that is a groove type by integrating the crank-type press band ridges back to back and opens at the bottom of the groove. The structure for mounting a photovoltaic power generation panel according to any one of claims 1 to 6, wherein the bolt insertion hole is a slit hole in a direction perpendicular to the gradient, and the presser seat has a square shape. It is.

請求項1によると、架台をスライドさせて位置合わせしてから、支持ボルトに固定するので、太陽光発電パネルと架台との位置合わせが容易であり、作業性が良い。従って、支持ボルトの取付け位置がまちまちであっても、容易に勾配方向に対応できる。 According to the first aspect, since the pedestal is slid and aligned and then fixed to the support bolt, the alignment of the photovoltaic power generation panel and the pedestal is easy and workability is good. Therefore, even if the mounting position of the support bolt varies, it is possible to easily cope with the gradient direction.

請求項2のように、架台の長さを、1段用、2段用、3段用の3種類だけ用意しておけば、これら以外の大きな段は、前記の既存の最小の長さを連結して増やすことで実現でき、大きな架台を用意する必要が無く、広いスぺースを必要としない。 As in claim 2, if the length of the gantry is prepared only for the first stage, the second stage, and the third stage, the other large stages have the existing minimum length. It can be realized by connecting and increasing, and it is not necessary to prepare a large base and does not require a wide space.

請求項3のように、前記コ字形押さえ鈑を、ボルト挿通孔を中心とする半球状に形成して、強度を堅牢にすることにより、コ字形押さえ鈑の反りを防いで、強固に固定できる。 As described in claim 3, the U-shaped presser bar is formed in a hemispherical shape centered on the bolt insertion hole, and the strength is made strong, thereby preventing the warp of the U-shaped presser bar and fixing firmly. .

請求項4のように、瓦葺きの場合に、雨水の溜まり難い最高部位に、支持ボルトの貫通できるボルト孔を開けてあるので、コーキングしたり、弾性材を挟むことで、容易に雨漏り対策をできる。
また、垂木の無い部位は、垂木に支持される補助垂木を設けて、前記支持ボルトを立てるので、任意の位置に支持ボルトを立てることができる。
As in claim 4, in the case of roofing, a bolt hole through which the support bolt can be penetrated is opened at the highest part where rainwater does not collect easily, so it is possible to easily take measures against rain leakage by caulking or sandwiching an elastic material. .
Moreover, since the auxiliary rafters supported by the rafters are provided and the support bolts are raised at the site without the rafters, the support bolts can be raised at an arbitrary position.

スレート葺きの屋根における垂木の無い部位は、請求項5のようにスレートの上に補強板を設けて、この補強板の上に支持ボルトを立てることにより、任意の位置に支持ボルトを立てることができる。 As for the part without the rafters on the roof of the slate, the support bolt can be set up at an arbitrary position by providing the reinforcing plate on the slate as in claim 5 and setting up the support bolt on the reinforcing plate. it can.

請求項6のように、太陽光発電パネルの勾配方向の上端又は下端を押さえるクランク型の押さえ帯鈑のボルト挿通孔を、勾配と直角方向のスリット孔にしたので、屋根の勾配と直角方向にも、クランク型の押さえ帯鈑の位置が太陽光発電パネルの上端又は下端と合うように位置決めできる。従って、支持ボルトの取付け位置が少々狂ったり、まちまちであっても支障は生じない。
また、前記クランク型押さえ帯鈑を押さえる座がねを四角いL形としたので、スリット孔つきのクランク型押さえ帯鈑との接触面積が増え、押さえが確実となる。座がねをL形としたので、クランク型押さえ帯鈑とピッタリ重ねることで、位置合わせが容易になる。
Since the bolt insertion hole of the crank-type holding band that holds the upper end or the lower end in the gradient direction of the photovoltaic power generation panel is made into a slit hole in a direction perpendicular to the gradient as in claim 6, it is perpendicular to the gradient of the roof. In addition, the position of the crank-type press band can be positioned so as to match the upper end or the lower end of the photovoltaic power generation panel. Therefore, no trouble occurs even if the mounting position of the support bolt is a little out of place or mixed.
In addition, since the seat cap for holding the crank-type pressing band is formed in a square L shape, the contact area with the crank-type pressing band with a slit hole is increased, and the pressing is ensured. Since the seat hook is L-shaped, it is easy to align by overlapping the crank-type holding band.

請求項7のように、太陽光発電パネルの勾配方向の上端と下端間の中間は、クランク型の押さえ帯鈑を背中合わせに一体化して溝型にしたダブル押さえで一度に押さえると共に、その溝底に開けるボルト挿通孔を、勾配と直角方向のスリット孔としたので、屋根の勾配と直角方向にも、溝型のダブル押さえの位置が太陽光発電パネルの中間位置と合うように位置決めできる。従って、支持ボルトの取付け位置が少々狂ったりまちまちであっても、支障は生じない。
また、溝底にスリットを有するダブル押さえの押さえ座がねを四角い形状としたので、スリット孔つきのダブル押さえと座がねとの接触面積が増え、溝底にスリットを有するダブル押さえの固定が確実となる。
As in claim 7, the middle between the upper end and the lower end in the gradient direction of the photovoltaic power generation panel is pressed at once with a double press that has a crank-type press band that is integrated back to back and formed into a groove shape. Since the bolt insertion hole to be opened is a slit hole in a direction perpendicular to the gradient, it can be positioned in the direction perpendicular to the gradient of the roof so that the position of the groove-shaped double presser matches the intermediate position of the photovoltaic power generation panel. Therefore, even if the mounting position of the support bolt is a little inaccurate or mixed, no trouble occurs.
In addition, since the double presser seat with a slit at the groove bottom has a square shape, the contact area between the double presser with a slit hole and the seat spring increases, and the double presser with a slit at the groove bottom is securely fixed. It becomes.

屋根ふき材として瓦を用いた例を示す、垂木方向の正面図である。It is a front view of the rafter direction which shows the example which used the tile as a roofing material. 図1の例の側面図である。It is a side view of the example of FIG. 補助垂木の取付け構造を示す平面図である。It is a top view which shows the attachment structure of an auxiliary rafter. 支持ボルトの挿通部品を示す側面図である。It is a side view which shows the insertion component of a support bolt. 架台の平面図とA−A拡大断面図と側面図であり、支持ボルトが相対的にスライド可能なスリットを示している。It is the top view of a mount frame, AA expanded sectional view, and a side view, The slit which a support bolt can slide relatively is shown. 架台を設置して太陽光発電パネルを敷設可能にした状態の平面図と側面図である。It is the top view and side view of the state which installed the mount frame and made it possible to lay a solar power generation panel. 太陽光発電パネルの下端と上端を押さえるクランク型の押さえ帯鈑を示す側面図と斜視図である。It is the side view and perspective view which show the crank type holding band which presses the lower end and upper end of a photovoltaic power generation panel. 太陽光発電パネルの勾配方向の中間を押さえるダブル押さえを示す側面図と斜視図である。It is the side view and perspective view which show the double presser which presses the middle of the gradient direction of a photovoltaic power generation panel. スレート葺き屋根に適した工法を示す、垂木方向の正面図である。It is a front view of the rafter direction which shows the construction method suitable for a slate thatched roof. 図9の例の側面図である。FIG. 10 is a side view of the example of FIG. 9. スレート葺き屋根に重ねる補強板を示す平面図である。It is a top view which shows the reinforcement board piled up on a slate thatched roof. コ字形押さえ鈑を強化した実施形態を示す断面図である。It is sectional drawing which shows embodiment which strengthened the U-shaped presser foot.

次に本発明による太陽光発電パネルの取付け構造が実際上どのように具体化されるか実施形態を詳述する。図1は、屋根ふき材として瓦を用いた例の正面図であり、図2はその側面図である。1…は屋根をふく際に用いる垂木であり、普通約45cm間隔に配置され、棟側が高くなるように傾斜している。
この垂木1…の真上に太陽光発電パネルの支持ボルトを立てられれば良いが、垂木1…の位置から外れることが多いので、その場合に備えて、例えば約9cm幅、板厚約4.5cmの補助垂木2を設ける。
Next, an embodiment will be described in detail how the mounting structure of the photovoltaic power generation panel according to the present invention is actually realized. FIG. 1 is a front view of an example using tiles as a roofing material, and FIG. 2 is a side view thereof. 1... Are rafters used when wiping the roof, are usually arranged at intervals of about 45 cm, and are inclined so that the ridge side becomes higher.
It is sufficient if the support bolts of the photovoltaic power generation panel can be set up directly above the rafters 1..., But they often deviate from the position of the rafters 1. A 5 cm auxiliary rafter 2 is provided.

この補助垂木2は、支持ボルトBを配置すべき位置だけに予め図3のように取付ける。すなわち、L型金具Lを垂木1と補助垂木2の側面に木ビス3や釘で固定した状態で、図1、図2のように、野地板4や防水用の下葺き材(ルーフィング)5を敷設し、その上から、前記の補助垂木2の上面に支持鈑6の外周寄りの複数か所を木ビス7や釘で固定する。
なお、補助垂木2は、屋根裏からも取付け可能なため、屋根を新築するとき以外にも適用できる。
The auxiliary rafter 2 is attached in advance as shown in FIG. 3 only at the position where the support bolt B is to be disposed. That is, with the L-shaped metal fitting L fixed to the side surfaces of the rafter 1 and the auxiliary rafter 2 with wooden screws 3 and nails, as shown in FIG. 1 and FIG. From above, a plurality of locations near the outer periphery of the support rod 6 are fixed to the upper surface of the auxiliary rafter 2 with wooden screws 7 or nails.
In addition, since the auxiliary rafter 2 can be attached also from the attic, it can be applied to other than when a new roof is constructed.

図4のように、支持鈑6の中央をプレスして上側に一部押し出し成型した状態で、押し出し部に支持ボルトBの通る孔を開けてメネジを切って支持ボルトBを下側から螺入すると共に、ナット7、下押さえコ字鈑8、スライド式の太陽光発電パネル取付け架台9、上押さえコ字鈑10、ナット11の順に挿通される。なお、Wはワッシャーである。 As shown in FIG. 4, in the state where the center of the support rod 6 is pressed and partially extruded on the upper side, a hole through which the support bolt B passes is formed in the extruded portion, the female screw is cut, and the support bolt B is screwed from below. At the same time, the nut 7, the lower presser U-shaped hook 8, the slide type photovoltaic power generation panel mounting base 9, the upper presser U-shaped hook 10, and the nut 11 are inserted in this order. W is a washer.

瓦12に予め開けたボルト孔とキャップ13に支持ボルトBを挿通してから、図4で示した各部品に挿通する。キャップ13は、瓦12のボルト孔から雨漏りしないように、クロロプレンゴムなどの弾性材から成るリング状体であり、瓦12の上面の凸面に合わせて成型するのが良いが、弾性に富んでいる場合は弾性で強制的に凸面に添う形状に変形させてもよい。
なお、瓦12のボルト孔と支持ボルトB間をコーキング材で埋めたり、リング状キャップ13の外周をコーキングして瓦12との隙間を埋めることで雨漏りを確実に防止できる。
このように、瓦12と支持ボルトB間をコーキングしたり、弾性のリング状キャップ13を瓦の山部に被せているので、瓦12に荷重が集中したり、地震等の際に支持ボルトBからの力で瓦12が割れたりするのを防止できる。
After the support bolt B is inserted into the bolt hole and the cap 13 which are opened in advance in the roof tile 12, the components shown in FIG. The cap 13 is a ring-shaped body made of an elastic material such as chloroprene rubber so that it does not leak from the bolt holes of the roof tile 12. The cap 13 may be molded according to the convex surface of the top surface of the roof tile 12, but is highly elastic. In some cases, it may be elastically deformed into a shape that conforms to the convex surface.
In addition, rain leakage can be reliably prevented by filling the space between the bolt hole of the roof tile 12 and the support bolt B with a caulking material, or caulking the outer periphery of the ring-shaped cap 13 to fill the gap with the roof tile 12.
In this way, the roof 12 is caulked between the roof tile 12 and the support bolt B, or the elastic ring-shaped cap 13 is placed on the roof of the roof tile, so that the load is concentrated on the roof tile 12 or the support bolt B in the event of an earthquake or the like. It is possible to prevent the roof tile 12 from being broken by the force from the side.

太陽光発電パネルを取付けるための架台9は、下押さえコ字鈑8と上押さえコ字鈑10との間に緩く挟んた状態で、スライドさせて、太陽光発電パネルの取付け位置に合わせてから、上側のナット11を締めて、固定する。
従って、C型鋼から成る架台9からボルト上端が突出するが、太陽光発電パネルの裏面に入り込んで隠れるので支障は生じない。
図5(1)(3)は架台9の平面図と側面図であり、C型鋼を伏せて成る架台9の天井面に屋根勾配方向に開けたスリットs中を支持ボルトBが相対的にスライド可能となっている。Hはボルト孔で、中央のボルト孔Hは図8のボルトを挿通用、左端のボルト孔Hは図7のボルトを挿通用である。
図6は、このような架台9…を設置して太陽光発電パネルを敷設可能にした状態の平面図と側面図であり、勾配方向に拡張するためにジョイント金具14を側面に取付けて連結してある。図5(3) のボルト孔14hは、ジョイント金具14の取付け用である。なお、図5(1) のボルト孔17hは、ジョイント金具17の取付け用である。
The base 9 for mounting the photovoltaic power generation panel is slid in a state where it is loosely sandwiched between the lower presser U-shaped 鈑 8 and the upper presser U-shaped 鈑 10, and is adjusted to the mounting position of the photovoltaic power generation panel. Then, tighten the upper nut 11 to fix it.
Therefore, the upper end of the bolt protrudes from the gantry 9 made of C-shaped steel.
5 (1) and (3) are a plan view and a side view of the gantry 9, and the support bolt B slides relatively in the slit s opened in the roof slope direction on the ceiling surface of the gantry 9 with the C-shaped steel lying down. It is possible. H is a bolt hole, the central bolt hole H is for inserting the bolt of FIG. 8, and the bolt hole H at the left end is for inserting the bolt of FIG.
FIG. 6 is a plan view and a side view of a state in which such a gantry 9 is installed and a photovoltaic power generation panel can be laid, and the joint fitting 14 is attached and connected to the side surface in order to expand in the gradient direction. It is. The bolt hole 14h in FIG. 5 (3) is for mounting the joint fitting 14. The bolt hole 17h in FIG. 5 (1) is for mounting the joint fitting 17.

図のような支持ボルトBを屋根の勾配方向に2組取付けることで、1つの太陽光発電パネルを敷設する。しかし実際には、複数段の太陽光発電パネルを敷設できるように、架台9は複数の太陽光発電パネルを載置できる長さを有しており、足りない場合は、ジョイント金具14で繋いで使用する。
このような架台9…の左右1対を前記のようにして屋根に取付けて、架台9…の上に太陽光発電パネルPを載置することで敷設する。従って、図6の実施形態では、左右2列、勾配方向に4段敷設してあるので、総計で8枚の太陽光発電パネルを敷設できる。
なお、太陽光発電パネルを屋根勾配と直角方向に増設する場合は、上下のジョイント金具17を左右のクランク型の押さえ帯鈑15・15同士の内側に取付けて連結する。
One solar power generation panel is laid by attaching two sets of support bolts B as shown in the figure to the gradient direction of the roof. In practice, however, the gantry 9 has such a length that a plurality of photovoltaic panels can be placed so that a plurality of photovoltaic panels can be laid. use.
The left and right pairs of the gantry 9 are attached to the roof as described above, and laid by placing the photovoltaic power generation panel P on the gantry 9. Accordingly, in the embodiment shown in FIG. 6, since four rows are laid in the left and right rows and in the gradient direction, a total of eight photovoltaic power generation panels can be laid.
In addition, when installing a photovoltaic power generation panel in a direction perpendicular to the roof slope, the upper and lower joint brackets 17 are attached and connected to the inner sides of the left and right crank-type pressing strips 15 and 15.

この太陽光発電パネルPの勾配方向の下端と上端は、図7(1)(2)のようなクランク型の押さえ帯鈑15で押さえている。
帯鈑15は、図7(2)のようにクランク型に形成され、かつ目隠しとなるスカート部151を有し、C型鋼から成る架台9を隠している。
クランク型の押さえ帯鈑15の取付け辺152には、屋根の勾配方向と直角方向に5〜25cmの長いスリット15sを形成してある。なお、153は立ち上がり部、154はパネル押さえである。
The lower end and the upper end of the photovoltaic power generation panel P in the gradient direction are pressed by a crank-type press band 15 as shown in FIGS.
The band 15 is formed in a crank shape as shown in FIG. 7 (2) and has a skirt portion 151 to be blinded, and conceals the base 9 made of C-shaped steel.
A long slit 15s of 5 to 25 cm is formed in the attachment side 152 of the crank-type pressing band 15 in the direction perpendicular to the slope direction of the roof. In addition, 153 is a rising part and 154 is a panel presser.

22は四角い座がねであり、前記スカート部151と重なるL型部23を一体に形成されている。このように、座がね22が四角いので、スリット15sつきのクランク型の押さえ帯鈑15の取付け辺152との接触面積が大きく、強固に確実に固定できる。また、L型に形成されているので、スカート部151と重ねることで、四角座がね22の位置決めは容易である。なお、通常の円形のワッシャーWは省いてもよいし、併用してもよい。
このように、屋根の勾配と直角方向には、クランク型の押さえ帯鈑15の取付け辺152に5〜25cmもの長いスリット15sを形成してあるので、瓦の1〜2山程度も支持ボルトBの取付け位置が狂っても容易に対応でき、施工が簡便になる。また、長いスリット15sを形成したために強度が低下しても、L型の座がね22で補強される。
なお、クランク型押さえ帯鈑の凹角部には、水抜き孔hを形成してあるので、特に太陽光発電パネルPの勾配方向の上端を押さえる際に雨水が溜まらず有効である。
A square seat 22 is formed integrally with an L-shaped portion 23 that overlaps the skirt portion 151. In this way, since the counterspindle 22 is square, the contact area with the attachment side 152 of the crank-type pressing band 15 with the slit 15s is large, and it can be firmly and securely fixed. Moreover, since it is formed in the L shape, the square seat 22 can be easily positioned by overlapping the skirt portion 151. The normal circular washer W may be omitted or used in combination.
Thus, in the direction perpendicular to the slope of the roof, the slit 15s as long as 5 to 25 cm is formed in the attachment side 152 of the crank-type presser band 15, so that about 1 to 2 peaks of the tile are also supported by the support bolt B. Even if the mounting position is out of position, it can be easily handled, and the construction becomes simple. Further, even if the strength is reduced due to the formation of the long slit 15s, the L-shaped seat spring 22 is reinforced.
In addition, since the drain hole h is formed in the concave corner portion of the crank-type presser band, rainwater does not accumulate particularly when pressing the upper end of the photovoltaic power generation panel P in the gradient direction.

勾配方向の中間は、図8のように、クランク型の押さえ帯鈑15を背中合わせに一体化して溝型にしたダブル押さえ16で押さえている。すなわち、勾配方向に隣接するパネルP・Pの下端と上端を一つの部品16で一度に押さえている。
このダブル押さえ16の溝底に開けたボルト挿通孔を5〜25cmのスリット孔16sとし、かつその押さえ座がね24を四角い形状としてある。従って、屋根の勾配と直角方向にも、溝型のダブル押さえ16の位置が太陽光発電パネルPの中間位置と合うように容易に位置決めでき、支持ボルトBの取付け位置が少々狂っても支障は生じない。
In the middle of the gradient direction, as shown in FIG. 8, the crank-type press band 15 is integrated with the back-to-back and is pressed by a double presser 16 that is a groove type. That is, the lower end and the upper end of the panels P and P adjacent to each other in the gradient direction are pressed by one component 16 at a time.
The bolt insertion hole opened in the groove bottom of the double presser 16 is a slit hole 16s of 5 to 25 cm, and the presser seat spring 24 has a square shape. Therefore, even in a direction perpendicular to the slope of the roof, it can be easily positioned so that the position of the groove-shaped double presser 16 matches the intermediate position of the photovoltaic power generation panel P, and there is no problem even if the mounting position of the support bolt B is slightly deviated. Does not occur.

押さえ座がね24を四角い形状としたので、スリット孔16sつきのダブル押さえ16と座がね24との接触面積が増え、溝底にスリット16sを有するダブル押さえ16の固定が確実となり、強固に固定できる。
なお、上下に隣接する太陽光発電パネルP・Pとダブル押さえ16の端部同士が位置合わせされていないと見苦しいので、強制的に位置合わせできるように、ダブル押さえ16の両端に当接する鉛直壁とダブル押さえ16の下に潜り込んでネジ止めされ、かつ位置合わせ用のスリットを有する底板25とでL型に形成した強制板を備えている。
このように、勾配方向にはスリットsで、勾配と直角方向にはスリット15s、16sで位置ずれを吸収できるので、地震の際の遊びが各方向にでき、万一の際の破壊防止も可能となり、地震国である我が国に最適である。
前記のパネル押さえ15、16は、太陽光発電パネルの寸法に合わせて作製されているので、複数列の太陽光発電パネルを敷設する場合は、ジョイント金具17で連結することになる。
Since the presser base 24 has a square shape, the contact area between the double presser 16 with the slit hole 16s and the base 24 increases, and the double presser 16 having the slit 16s at the groove bottom is securely fixed and firmly fixed. it can.
In addition, since it is unsightly if the photovoltaic power generation panels P and P adjacent to the upper and lower sides and the ends of the double presser 16 are not aligned, the vertical walls that are in contact with both ends of the double presser 16 so as to be forcibly aligned And a bottom plate 25 that is screwed under the double presser 16 and is screwed, and a forcing plate formed in an L shape.
In this way, the displacement can be absorbed by slits s in the gradient direction and slits 15s and 16s in the direction perpendicular to the gradient, so that play can be done in each direction in the event of an earthquake, and destruction can be prevented in the event of an emergency. It is ideal for Japan, an earthquake-prone country.
Since the panel holders 15 and 16 are manufactured in accordance with the size of the photovoltaic power generation panel, they are connected by a joint fitting 17 when laying a plurality of rows of photovoltaic power generation panels.

図9以下は、スレート葺き屋根に適した工法であり、スレート屋根ふき材18の上に、例えば図11のように、コンパネベニア板などから成る補強板19を重ねて、その垂木1…側の左右を木ビス20…で固定する。なお、この補強板19の周囲はコーキング材21で雨漏りを防止する。
次いで、ブチル等から成る防水テープtを下面に貼った支持鈑6を木ビスや釘で補強板19に固定する。
支持ボルトBをナット7、ワッシャーW、下押さえコ字鈑8、スライド式の太陽光発電パネル取付け架台9、上押さえコ字鈑10、ワッシャーW、ナット11の純に挿通して仮り止めした状態で、架台9をスライドさせて位置合わせしてから、上側のナット11を締めて固定する。
このようにスレート葺き屋根の場合は、スレートの上に支持ボルトを立てるので、新築、中古を問わずに適用できる。
FIG. 9 and subsequent figures show a construction method suitable for a slate roofing roof. A reinforcing plate 19 made of a companion veneer plate or the like is stacked on a slate roofing material 18 as shown in FIG. Fix the left and right with wooden screws 20. Note that the caulking material 21 prevents rain leakage around the reinforcing plate 19.
Next, the support rod 6 with the waterproof tape t made of butyl or the like attached to the lower surface is fixed to the reinforcing plate 19 with wooden screws or nails.
The support bolt B is inserted into the nut 7, washer W, lower presser U-shaped 鈑 8, slide type photovoltaic power generation panel mounting base 9, upper presser U-shaped 鈑 10, washer W, nut 11, and temporarily fixed. Then, after the base 9 is slid and aligned, the upper nut 11 is tightened and fixed.
Thus, in the case of a slate thatched roof, since the support bolt is raised on the slate, it can be applied regardless of whether it is newly built or used.

下押さえコ字鈑8と上押さえコ字鈑10は、コ字状に成型しただけでは、ナット11を締めた際に、図12(1) のように反ってしまって、架台9を確実に把持できない、という問題が有る。
これを防止するには、図12(2) のように、コ字形押さえ鈑8、10の中央の、ボルト孔Hを中心とする半球状に形成して、強度を強化するのがよい。すなわち、ボルト孔Hと架台9を把持する部位の間を半球状に形成して、強度を増加させるのである。その結果、ナット11を充分に締め着けることができる。
The lower presser U-shaped 鈑 8 and upper presser U-shaped 鈑 10 are warped as shown in Fig. 12 (1) when the nut 11 is tightened by simply forming the U-shaped U-shaped 鈑 10. There is a problem that it cannot be gripped.
In order to prevent this, as shown in FIG. 12 (2), it is desirable to strengthen the strength by forming a hemispherical shape around the bolt hole H at the center of the U-shaped presser rods 8 and 10. That is, the space between the bolt hole H and the part that holds the gantry 9 is formed in a hemispherical shape to increase the strength. As a result, the nut 11 can be tightened sufficiently.

以上のように、本発明によると、瓦葺きのように傾斜した屋根でも堅牢に太陽光発電パネルを取付けることが可能となり、また中古住宅に後づけで太陽光発電パネルを敷設する場合でも、ラフな位置合わせで足り、台風や地震の多い日本でも太陽光発電の普及がより一層促進される。 As described above, according to the present invention, it is possible to securely attach a photovoltaic power generation panel even on a roof inclined like a tiled roof, and even when installing a photovoltaic power generation panel later in a second-hand house, it is rough. The alignment is sufficient, and the spread of solar power generation is further promoted in Japan, where there are many typhoons and earthquakes.

1… 垂木
2 補助垂木
B 支持ボルト
L L型金具
4 野地板
5 防水用の下葺き材
6 支持鈑
7・11 ナット
8・10 コ字形押さえ鈑
9 架台
12 瓦
13 リング状弾性キャップ
P 太陽光発電パネル
14 ジョイント金具
15 クランク型の押さえ帯鈑
16 溝型のダブル押さえ
s・15s・16s スリット
18 スレート屋根ふき材
19 補強板
DESCRIPTION OF SYMBOLS 1 ... Rafter 2 Auxiliary rafter B Support bolt L L-shaped metal fitting 4 Base plate 5 Waterproof underlaying material 6 Support rod 7/11 Nut 8/10 U-shaped presser rod 9 Base 12 Tile 13 Ring-shaped elastic cap P Solar power generation Panel 14 Joint bracket 15 Crank-type retainer band 16 Groove-shaped double retainer s ・ 15s ・ 16s Slit 18 Slate roofing material 19 Reinforcement plate

太陽光発電パネルを取付けるための架台9は、下押さえコ字鈑8と上押さえコ字鈑10との間に緩く挟んた状態で、スライドさせて、太陽光発電パネルの取付け位置に合わせてから、上側のナット11を締めて、固定する。
従って、C型鋼から成る架台9からボルト上端が突出するが、太陽光発電パネルの裏面に入り込んで隠れるので支障は生じない。
図5(1)(3)は架台9の平面図と側面図であり、C型鋼を伏せて成る架台9の天井面に屋根勾配方向に開けたスリットs中を支持ボルトBが相対的にスライド可能となっている。Hはボルト孔で、中央のボルト孔Hは図8のボルトb2の挿通用、左端のボルト孔Hは図7のボルトb1の挿通用である。
図6は、このような架台9…を設置して太陽光発電パネルを敷設可能にした状態の平面図と側面図であり、勾配方向に拡張するためにジョイント金具14を側面に取付けて連結してある。図5(3) のボルト孔14hは、ジョイント金具14の取付け用である。
The base 9 for mounting the photovoltaic power generation panel is slid in a state where it is loosely sandwiched between the lower presser U-shaped 鈑 8 and the upper presser U-shaped 鈑 10, and is adjusted to the mounting position of the photovoltaic power generation panel. Then, tighten the upper nut 11 to fix it.
Therefore, the upper end of the bolt protrudes from the gantry 9 made of C-shaped steel.
5 (1) and (3) are a plan view and a side view of the gantry 9, and the support bolt B slides relatively in the slit s opened in the roof slope direction on the ceiling surface of the gantry 9 with the C-shaped steel lying down. It is possible. H is a bolt hole, the central bolt hole H is for insertion of the bolt b2 in FIG. 8, and the bolt hole H at the left end is for insertion of the bolt b1 in FIG.
FIG. 6 is a plan view and a side view of a state in which such a gantry 9 is installed and a photovoltaic power generation panel can be laid, and the joint fitting 14 is attached and connected to the side surface in order to expand in the gradient direction. It is. The bolt hole 14h in FIG. 5 (3) is for mounting the joint fitting 14.

下押さえコ字鈑8と上押さえコ字鈑10は、コ字状に成型しただけでは、ナット11を締めた際に、図12(1) のように反ってしまって、架台9を確実に把持できない、という問題が有る。
これを防止するには、図12(2) のように、コ字形押さえ鈑8、10の中央の、ボルト孔10Hを中心とする半球状に形成して、強度を強化するのがよい。すなわち、ボルト孔10Hと架台9を把持する部位の間を半球状に形成して、強度を増加させるのである。その結果、ナット11を充分に締め着けることができる。
以上
The lower presser U-shaped 鈑 8 and upper presser U-shaped 鈑 10 are warped as shown in Fig. 12 (1) when the nut 11 is tightened by simply forming the U-shaped U-shaped 鈑 10. There is a problem that it cannot be gripped.
In order to prevent this, as shown in FIG. 12 (2), it is preferable to form a hemisphere centered on the bolt hole 10H at the center of the U-shaped presser rods 8 and 10 to strengthen the strength. That is, the space between the bolt hole 10H and the part that holds the gantry 9 is formed in a hemispherical shape to increase the strength. As a result, the nut 11 can be tightened sufficiently.
that's all

Claims (7)

屋根に立てた支持ボルトを、太陽光発電パネルを取付ける架台に屋根の勾配方向に形成してあるスリットに挿通した状態で、上下からコ字形押さえ鈑で把持し、前記支持ボルトに取付けたナットで締め着け固定してなる太陽光発電パネルの取付け構造。 With the nuts attached to the support bolts, hold the support bolts standing on the roof with the U-shaped holding rods from above and below in the state where the support bolts to which the photovoltaic power generation panel is attached are inserted into the slits formed in the slope direction of the roof. A solar panel installation structure that is fastened and fixed. 前記の架台の長さを、1段用、2段用、3段用の3種類だけ用意しておき、これら以外の段は、前記の既存の最小の長さを連結して増やして成ることを特徴とする請求項1に記載の太陽光発電パネルの取付け構造。 Prepare only three types of lengths for the above-mentioned gantry for one stage, for two stages, and for three stages, and increase the other stages by connecting the existing minimum lengths. The mounting structure for a photovoltaic power generation panel according to claim 1. 前記コ字形押さえ鈑の、ボルト挿通孔を中心とする半球状に形成して、強度を堅牢にしてあることを特徴とする請求項1又は請求項2に記載の太陽光発電パネルの取付け構造。 The structure for mounting a photovoltaic power generation panel according to claim 1 or 2, wherein the U-shaped presser bar is formed in a hemispherical shape centered on a bolt insertion hole, and has a strong strength. 瓦葺きの場合に、瓦の最高部位に、支持ボルトの貫通できるボルト孔を開けてあり、垂木の無い部位は、垂木に支持される補助垂木を設けて、前記支持ボルトを立てることを特徴とする請求項1、請求項2又は請求項3に記載の太陽光発電パネルの取付け構造。 In the case of roofing, a bolt hole through which a support bolt can be penetrated is opened at the highest part of the roof tile, and an auxiliary rafter supported by a rafter is provided at a part without a rafter to raise the support bolt. The mounting structure of the solar power generation panel according to claim 1, claim 2 or claim 3. スレート葺きの屋根において、垂木の無い部位は、スレートの上に補強板を設けて、前記補強板の上に前記支持ボルトを立てることを特徴とする請求項1、請求項2又は請求項3に記載の太陽光発電パネルの取付け構造。 In the slate-roofed roof, a portion without a rafter is provided with a reinforcing plate on the slate, and the support bolts are erected on the reinforcing plate. Mounting structure of the described photovoltaic power generation panel. 太陽光発電パネルの勾配方向の上端又は下端を押さえるクランク型の押さえ帯鈑のボルト挿通孔を、勾配と直角方向のスリット孔にすると共に、前記クランク型の押さえ帯鈑を押さえる座がねを四角いL形としたことを特徴とする請求項1から請求項5までのいずれかに記載の太陽光発電パネルの取付け構造。 The bolt insertion hole of the crank-type presser band that presses the upper or lower end of the photovoltaic panel in the gradient direction is made into a slit hole perpendicular to the gradient, and the seat that holds the crank-type presser band is square. 6. The solar panel mounting structure according to claim 1, wherein the solar power generation panel mounting structure is L-shaped. 太陽光発電パネルの勾配方向の上端と下端間の中間は、クランク型の押さえ帯鈑を背中合わせに一体化して溝型にしたダブル押さえで一度に押さえると共に、その溝底に開けるボルト挿通孔を、勾配と直角方向のスリット孔とし、その押さえ座がねを四角い形状としたことを特徴とする請求項1から請求項6までのいずれかに記載の太陽光発電パネルの取付け構造。 In the middle between the upper and lower ends of the photovoltaic panel in the gradient direction, a crank-type press band is integrated back to back and pressed into a groove-shaped double press at the same time. The structure for mounting a photovoltaic power generation panel according to any one of claims 1 to 6, characterized in that the slit hole is formed in a direction perpendicular to the gradient, and the holding seat has a square shape.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016041883A (en) * 2014-08-18 2016-03-31 株式会社柴田工業 Fitting structure for solar panel frame and construction method for solar panel frame
JP2016145464A (en) * 2015-02-06 2016-08-12 インリー・グリーンエナジージャパン株式会社 Solar battery installation structure
CN115255043A (en) * 2022-09-26 2022-11-01 潍坊晟华新能源科技有限公司 Photovoltaic support orthotic devices

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* Cited by examiner, † Cited by third party
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JPH09250220A (en) * 1996-03-18 1997-09-22 Yazaki Corp Mounting structure of solar cell module
JP3455206B2 (en) * 2002-02-21 2003-10-14 株式会社栄信 Mounting frame for solar cell panel and method of assembling the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016041883A (en) * 2014-08-18 2016-03-31 株式会社柴田工業 Fitting structure for solar panel frame and construction method for solar panel frame
JP2016145464A (en) * 2015-02-06 2016-08-12 インリー・グリーンエナジージャパン株式会社 Solar battery installation structure
CN115255043A (en) * 2022-09-26 2022-11-01 潍坊晟华新能源科技有限公司 Photovoltaic support orthotic devices

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