JP2015214822A - Roof support device - Google Patents

Roof support device Download PDF

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JP2015214822A
JP2015214822A JP2014097692A JP2014097692A JP2015214822A JP 2015214822 A JP2015214822 A JP 2015214822A JP 2014097692 A JP2014097692 A JP 2014097692A JP 2014097692 A JP2014097692 A JP 2014097692A JP 2015214822 A JP2015214822 A JP 2015214822A
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roof
vertical
metal fitting
metal fittings
mountain
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JP6366171B2 (en
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竜宏 鈴木
Tatsuhiro Suzuki
竜宏 鈴木
崇之 神原
Takayuki Kambara
崇之 神原
翼 石原
Tsubasa Ishihara
翼 石原
正輝 岸本
Masaki Kishimoto
正輝 岸本
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SUZUKI SOLAR TECHNO CORP
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SUZUKI SOLAR TECHNO CORP
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00—Integration of renewable energy sources in buildings
    • Y02B10/10—Photovoltaic [PV]
    • 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

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To restrain reduction in the installable area of a solar battery panel on a roof, so as not to form a clearance corresponding to a clearance between mutual metal fittings juxtaposed in the longitudinal direction, between the solar battery panels respectively fixed by two muntins continuing in the longitudinal direction, by connecting mutual end parts of the two muntins continuing in the longitudinal direction with the metal fittings, in a support device for installing the solar battery panel on the roof via the metal fittings and the muntins.SOLUTION: A roof support device comprises a plurality of metal fittings 10 fixed to a purline 7 of a roof truss at a predetermined interval in the respective longitudinal and lateral directions on a crest of a wave type slate roof and a muntin 3 fixed by straddling on the plurality of metal fittings 10 juxtaposed in the longitudinal direction and supporting a solar battery panel 5, and among the metal fittings, a metal fitting 1 for fixing an end part of at least the muntin 3, is formed so that the two muntins 3 and 3 continuing in the longitudinal direction can be fixed together.

Description

本発明は、波型スレート屋根、折板屋根等の波型屋根の上に、太陽電池パネル、太陽熱温水器等の屋根上設置物を設置する屋根用支持装置に関する。   The present invention relates to a roof support device in which an installation object on a roof such as a solar cell panel or a solar water heater is installed on a corrugated roof such as a corrugated slate roof or a folded plate roof.

下記特許文献１には、波型スレート屋根上に太陽電池パネルを設置する技術が開示されている。具体的には、波型スレート屋根の隣接する山間を跨いで横方向に適宜間隔で金具を固定し、この金具上で波型スレート屋根の谷に対応する部分に縦方向に縦桟を設け、更に縦桟上に横方向の横桟を設け、縦桟と横桟とによって形成される桝目内に太陽電池パネルを嵌め込んで設置している。   Patent Document 1 listed below discloses a technique for installing a solar cell panel on a corrugated slate roof. Specifically, the metal fittings are fixed at appropriate intervals in the horizontal direction across the adjacent mountains of the corrugated slate roof, and a vertical rail is provided in the vertical direction in the portion corresponding to the valley of the corrugated slate roof on the metal fittings, Further, a horizontal crosspiece is provided on the vertical crosspiece, and the solar cell panel is fitted and installed in a grid formed by the vertical crosspiece and the horizontal crosspiece.

特開２０１２−１４９４４１号公報JP 2012-149441 A

波型スレート屋根上に太陽電池パネルを多数設置する場合、縦桟の長さを超えて太陽電池パネルを設置できない。そのため、一つの縦桟によって固定される太陽電池パネルのモジュールと同様の他のモジュール間に隙間が形成されてしまい、屋根上で太陽電池パネルの設置可能面積が縮小してしまう。なぜなら、波型スレート屋根上に金具を固定できる位置は母屋の存在する位置に限られ、縦方向に連なる２本の縦桟の端部同士間には、縦方向に並ぶ金具間の隙間に対応して太陽電池パネルを設置できない領域が形成されることになる。   When many solar cell panels are installed on the corrugated slate roof, the solar cell panels cannot be installed beyond the length of the vertical beam. For this reason, a gap is formed between other modules similar to the module of the solar cell panel fixed by one vertical rail, and the installable area of the solar cell panel is reduced on the roof. Because the position where the bracket can be fixed on the corrugated slate roof is limited to the position where the purlin exists, it corresponds to the gap between the ends of the two vertical bars connected in the vertical direction between the vertical brackets Thus, an area where the solar cell panel cannot be installed is formed.

このような問題に鑑み本発明の課題は、屋根上に金具と縦桟とを介して太陽電池パネル等の屋根上設置物を設置する支持装置において、金具によって縦方向に連なる２本の縦桟の端部同士間を繋ぐことにより、縦方向に連なる２本の縦桟によってそれぞれ固定される屋根上設置物間に、縦方向に並ぶ金具間の隙間に対応する隙間が形成されないようにして、屋根上で屋根上設置物の設置可能面積が縮小するのを抑制することにある。   In view of such a problem, an object of the present invention is to provide two vertical beams connected in the vertical direction by metal fittings in a support device that installs an installation object on a roof such as a solar cell panel on a roof via metal fittings and vertical rails. By connecting the ends of each other, a gap corresponding to the gap between the metal fittings arranged in the vertical direction is not formed between the installation objects on the roof fixed by the two vertical bars connected in the vertical direction. It is in suppressing that the installation possible area of an installation thing on a roof reduces on a roof.

第１発明は、横方向に複数の山が並ぶ形状とされた波型屋根の上に屋根上設置物を設置する屋根用支持装置であって、波型屋根を成す屋根材の山の上で、縦、横各方向に所定間隔を空けて、小屋組の母屋に対して固定される複数の金具と、縦方向に並ぶ前記複数の金具の上に跨って固定され、屋根上設置物を支持する縦桟とを備え、前記金具のうち少なくとも前記縦桟の端部を固定する金具は、縦方向に連なる２本の縦桟を一緒に固定可能に形成されていることを特徴とする。   A first invention is a roof support device for installing an installation on a roof on a corrugated roof having a shape in which a plurality of mountains are arranged in a lateral direction. A plurality of brackets fixed to the main building of the cabin set at predetermined intervals in each horizontal direction, and the vertical brackets that are fixed over the plurality of brackets arranged in the vertical direction and support the installation on the roof A metal fitting for fixing at least an end of the vertical beam among the metal fittings is formed so that two vertical beams continuous in the vertical direction can be fixed together.

第１発明によれば、金具のうち少なくとも縦桟の端部を固定する金具は、縦方向に連なる２本の縦桟を一緒に固定可能とされているため、その金具を介して複数本の縦桟が縦方向に繋げられることになる。そのため、屋根上設置物は、縦方向に長くされた縦桟に固定されたのと同様となり、縦桟の端部で隙間を空けずに設置される。従って、屋根上で屋根上設置物の設置可能面積が縮小するのを抑制することができる。   According to the first aspect of the present invention, the metal fitting for fixing at least the end of the vertical beam among the metal fittings is capable of fixing two vertical beams connected in the vertical direction together. Vertical bars will be connected in the vertical direction. Therefore, the installation on the roof is the same as that fixed to the vertical beam elongated in the vertical direction, and is installed without leaving a gap at the end of the vertical beam. Therefore, it is possible to suppress a reduction in the installable area of the installation object on the roof.

波型屋根としては波型スレート屋根、折板屋根等がある。また、屋根上設置物としては、太陽電池パネル、太陽熱温水器等がある。更に、金具は、隣接する山同士間に跨って固定されるものでもよいし、一つの山に固定されるものでもよい。更にまた、２本の縦桟を固定可能とされた金具は、２本の縦桟を互いに横方向に位置ずれさせて横方向に互いに並べて固定する横並構造としてもよいし、２本の縦桟を互いに横方向に位置ずれさせずに縦方向に互いに連なるように固定する縦繋構造としてもよい。横並構造の金具は横方向の寸法を大きく形成され、縦繋構造の金具は縦方向の寸法を大きく形成される。   Examples of corrugated roofs include corrugated slate roofs and folded plate roofs. Moreover, there exist a solar cell panel, a solar water heater, etc. as an installation on a roof. Furthermore, the metal fitting may be fixed across adjacent mountains, or may be fixed to one mountain. Furthermore, the metal fittings that can fix the two vertical bars may have a side-by-side structure in which the two vertical bars are displaced from each other in the horizontal direction and fixed side by side in the horizontal direction. A vertical connection structure may be used in which the crosspieces are fixed so as to be connected to each other in the vertical direction without being displaced in the horizontal direction. The horizontal structure metal fittings are formed with a large horizontal dimension, and the vertical connection metal fittings are formed with a large vertical dimension.

第２発明は、上記第１発明において、前記金具のうち少なくとも前記縦桟の端部を固定する金具は、波型屋根の互いに隣接する３つの山を跨ぐように構成され、縦方向に連なる２本の縦桟は、前記３つの山の間にある２つの谷の上で互いに平行に前記金具に固定されることを特徴とする。   According to a second invention, in the first invention, the metal fitting for fixing at least the end of the vertical rail among the metal fittings is configured to straddle three adjacent peaks of the corrugated roof, and is continuous in the vertical direction. The vertical bars of the book are fixed to the metal fittings in parallel with each other on two valleys between the three peaks.

第２発明によれば、金具は波型屋根の互いに隣接する３つの山を跨ぐように構成されているため、屋根上設置物からの荷重を３つの山に分散させることができ、且つ２本の縦桟を横方向に並べて固定するのに充分な横幅を確保することができる。   According to the second invention, since the metal fitting is configured to straddle the three adjacent peaks of the corrugated roof, the load from the installation on the roof can be distributed to the three peaks, and two It is possible to secure a sufficient width for arranging and fixing the vertical bars in the horizontal direction.

第３発明は、上記第２発明において、前記金具のうち少なくとも前記縦桟の端部を固定する金具は、波型屋根の互いに隣接する２つの山を跨ぐように構成された金具を２個組み合わせて３つの山を跨ぐように構成され、２個の金具の端部同士を上下に重ねて、３つの山の中央の山に固定されるようにされ、その重ね部分で上側に配置される一方の金具の他端部の下側には高さ調整用金具が設けられ、一方の金具の横方向における傾きを抑制するようにされていることを特徴とする。   A third invention is the above-mentioned second invention, wherein the metal fitting for fixing at least the end of the vertical beam among the metal fittings is a combination of two metal fittings configured to straddle two adjacent peaks of the corrugated roof It is constructed so as to straddle three mountains, and the ends of the two metal fittings are stacked one above the other so as to be fixed to the central mountain of the three mountains, and arranged on the upper side in the overlapping part A height adjustment metal fitting is provided below the other end of the metal fitting so as to suppress the inclination of one metal fitting in the lateral direction.

第３発明によれば、２つの山を跨ぐ金具を使って３つの山を跨ぐ金具を構成することができ、１種類の金具を組合わせて使うか、単独で使うかによって、要求される形状の違う縦桟の端部固定用と、縦桟の中間部固定用の各金具に対応することができる。   According to the third aspect of the invention, it is possible to configure a bracket that straddles three peaks using a bracket that straddles two peaks, and the required shape depends on whether one type of bracket is used in combination or used alone. It is possible to correspond to the brackets for fixing the end of the vertical beam and for fixing the intermediate part of the vertical beam.

第４発明は、上記第２又は第３発明において、前記金具は、波型屋根の互いに隣接する山の頂上部にそれぞれ当接する山当接部と、互いに隣接する山当接部の間に位置して縦桟を支持する縦桟支持部とを有し、前記山当接部は、波型屋根の山の頂上の両裾側に当接するように山型に形成され、前記縦桟支持部は、山型の山当接部の頂上より高い位置に平坦面部が形成されていることを特徴とする。   According to a fourth aspect of the present invention, in the second or third aspect of the invention, the metal fitting is positioned between a mountain abutment portion that abuts each other on tops of adjacent ridges of the corrugated roof and a mountain abutment portion that is adjacent to each other. A vertical beam support portion for supporting the vertical beam, and the mountain contact portion is formed in a mountain shape so as to contact both hem sides of the top of the corrugated roof, and the vertical beam support portion Is characterized in that a flat surface portion is formed at a position higher than the top of the mountain-shaped mountain contact portion.

第４発明によれば、金具の山当接部は、屋根材の山の頂上の両裾側に当接するように山型に形成されているため、金具が取り付けられた山の全体にバランス良く金具にかかる荷重を負担させることができる。そのため、屋根材の強度が弱い場合にも使用することができる。また、金具の縦桟支持部は、山型の山当接部の頂上より高い位置に平坦面部が形成されているため、山当接部と干渉することなく縦桟支持部の平坦面部上に縦桟及び屋根上設置物を設置することができる。このように金具は、山型に形成された山当接部と、２つの山当接部に挟まれそれらよりも高い位置に形成された縦桟支持部とから構成されているため、２個の金具の山当接部同士を上下に重ねることができる。従って、２個の金具の端部同士を重ねて組み合わせるのみで縦桟の端部を固定する１つの金具を構成することができる。   According to the fourth aspect of the present invention, the mountain contact portions of the metal fittings are formed in a mountain shape so as to contact the both hem sides of the top of the roof material, so that the entire mountain to which the metal fittings are attached is well balanced. The load applied to the metal fitting can be borne. Therefore, it can be used even when the strength of the roofing material is weak. In addition, since the vertical beam support portion of the metal fitting has a flat surface portion formed at a position higher than the top of the mountain-shaped mountain contact portion, it does not interfere with the mountain contact portion on the flat surface portion of the vertical beam support portion. Vertical rails and rooftop installations can be installed. Thus, since the metal fitting is composed of a mountain contact portion formed in a mountain shape and a vertical beam support portion formed between two mountain contact portions and formed at a position higher than them, two pieces are provided. The mountain contact portions of the metal fittings can be stacked one above the other. Therefore, it is possible to configure one metal fitting that fixes the end portion of the vertical beam only by overlapping and combining the two metal fitting end portions.

第５発明は、上記第４発明において、前記縦桟支持部には、前記平坦面部に縦桟固定用ボルトが挿入される貫通孔が形成され、しかも該貫通孔は前記山当接部方向に長く形成され、該貫通孔の長手方向に沿った端縁部には、該端縁部を屋根側に延出させたフランジ部が形成され、該フランジ部の屋根側への延出長は、前記貫通孔に挿入された前記縦桟固定用ボルトの頭部とねじ部との間にある回転止め角部が縦桟支持部の平坦面部上に突出しない長さとされていることを特徴とする。   According to a fifth aspect of the present invention, in the fourth aspect of the present invention, the vertical beam support portion is formed with a through hole into which the vertical beam fixing bolt is inserted in the flat surface portion, and the through hole is in the direction of the mountain contact portion. A flange portion is formed on the end edge portion along the longitudinal direction of the through hole, and a flange portion is formed by extending the end edge portion to the roof side. The extension length of the flange portion to the roof side is: The rotation stop corner portion between the head portion and the screw portion of the vertical beam fixing bolt inserted into the through hole has a length that does not protrude on the flat surface portion of the vertical beam support portion. .

第５発明によれば、縦桟支持部の平坦面部には貫通孔が形成され、その貫通孔は山当接部方向に長く形成されているため、縦桟支持部に縦桟を固定する際の縦桟固定用ボルトの固定位置を貫通孔内で移動して調整することができる。また、貫通孔にはフランジ部が形成されているため、貫通孔に挿入された縦桟固定用ボルトの回転止め角部はフランジ部の延長寸法内に収められ、縦桟支持部の平坦面部上に突出しないようにすることができ、平坦面部上に縦桟を固定する際に回転止め角部が影響を与えないようにすることができる。   According to the fifth invention, since the through hole is formed in the flat surface portion of the vertical beam support portion and the through hole is formed long in the direction of the mountain contact portion, the vertical beam is fixed to the vertical beam support portion. The fixing position of the vertical beam fixing bolt can be adjusted by moving within the through hole. In addition, since the flange is formed in the through hole, the rotation stopper corner portion of the vertical beam fixing bolt inserted into the through hole is accommodated within the extension dimension of the flange portion, and on the flat surface portion of the vertical beam support portion. It is possible to prevent the rotation stop corner from affecting the vertical rail when the vertical rail is fixed on the flat surface portion.

しかも、フランジ部は平坦面部に対して補強リブとして機能し、縦桟を介して屋根上設置物によって加えられる平坦面部に垂直な方向の荷重に対する曲げ強度を高めることができる。その結果として、金具の縦方向の寸法を小さくすることができる。金具は屋根材を挟んで小屋組の母屋に固定されるが、小屋組に対する屋根材の固定も母屋との間に屋根材固定用ボルトを締結して行われており、両方の固定が同時に行われる部位では両者が干渉することになるため、金具を固定する部分では屋根材固定用ボルトを除去することが一般的に行われる。しかし、第５発明によれば、金具を小さくすることができるため、上記干渉を回避することができ、屋根材固定用ボルトの除去作業を不要とすることができる。   And a flange part functions as a reinforcement rib with respect to a flat surface part, and can raise the bending strength with respect to the load of the direction perpendicular | vertical to the flat surface part added by the installation thing on a roof via a vertical rail. As a result, the vertical dimension of the metal fitting can be reduced. The metal fittings are fixed to the main building of the roof with sandwiching the roofing material, but the roofing material is also fixed to the roofing by fastening the roofing material fixing bolts to the main building. Since both of them interfere with each other at the portion to be fixed, it is generally performed to remove the roof material fixing bolt at the portion where the metal fitting is fixed. However, according to the fifth aspect, since the metal fitting can be made small, the interference can be avoided, and the work for removing the roof material fixing bolt can be made unnecessary.

本発明の第１実施形態における金具の正面図である。It is a front view of the metal fitting in a 1st embodiment of the present invention. 図１の金具の平面図である。It is a top view of the metal fitting of FIG. 図２のＩＩＩ−ＩＩＩ線断面図である。It is the III-III sectional view taken on the line of FIG. 上記第１実施形態における高さ調整用金具の正面図である。It is a front view of the metal fitting for height adjustment in the said 1st Embodiment. 図４の高さ調整用金具の平面図である。It is a top view of the metal fitting for height adjustment of FIG. 上記第１実施形態の主要部が屋根上に固定された状態を示す斜視図である。It is a perspective view which shows the state by which the principal part of the said 1st Embodiment was fixed on the roof. 上記第１実施形態の主要部が屋根上に固定された状態を示す正面図である。It is a front view which shows the state by which the principal part of the said 1st Embodiment was fixed on the roof. 図７のＶＩＩＩ−ＶＩＩＩ線断面拡大図である。It is the VIII-VIII line sectional enlarged view of FIG. 図７と同様の正面図であり、屋根が第１修理材で修理された状態を示す。FIG. 8 is a front view similar to FIG. 7, showing a state where the roof is repaired with the first repair material. 図７と同様の正面図であり、屋根が第２修理材で修理された状態を示す。FIG. 8 is a front view similar to FIG. 7, showing a state where the roof is repaired with the second repair material. 本発明の第２実施形態における金具の正面図である。It is a front view of the metal fitting in 2nd Embodiment of this invention. 図１１の金具の平面図である。It is a top view of the metal fitting of FIG. 上記第１実施形態における金具の強度試験の様子を示す説明図である。It is explanatory drawing which shows the mode of the intensity | strength test of the metal fitting in the said 1st Embodiment. 比較例としての金具の強度試験の様子を示す説明図である。It is explanatory drawing which shows the mode of the intensity | strength test of the metal fitting as a comparative example. 太陽電池パネルの構造を説明する説明図である。It is explanatory drawing explaining the structure of a solar cell panel. 上記第１実施形態により太陽電池パネルを屋根上に設置した状態の説明図である。It is explanatory drawing of the state which installed the solar cell panel on the roof by the said 1st Embodiment. 従来技術により太陽電池パネルを屋根上に設置した状態の説明図である。It is explanatory drawing of the state which installed the solar cell panel on the roof by the prior art.

図６、７、１６は本発明の第１実施形態を示す。第１実施形態は、波型屋根である波型スレート屋根６上に太陽電池パネル５（本発明の屋根上設置物に相当）を設置するための屋根用支持装置に本発明を適用した例を示す。第１実施形態では、波型スレート屋根６上において縦方向に連なる２本の縦桟３、３の端部を固定する金具１として金具１０を２個組み合わせたものを用いている。個々の金具１０は各縦桟３の中間部固定用金具として共用されている。   6, 7 and 16 show a first embodiment of the present invention. 1st Embodiment is the example which applied this invention to the support apparatus for roofs for installing the solar cell panel 5 (equivalent to the installation thing on a roof of this invention) on the corrugated slate roof 6 which is a corrugated roof. Show. In the first embodiment, a combination of two metal fittings 10 is used as the metal fitting 1 for fixing the end portions of the two vertical bars 3 and 3 that are continuous in the vertical direction on the corrugated slate roof 6. The individual metal fittings 10 are commonly used as the intermediate part fixing metal fittings of the vertical bars 3.

図１〜３には金具１０を示す。金具１０は、波型スレート屋根６の互いに隣接する山の頂上部に跨って取り付けられ、山と山との間の谷の上で縦桟３を固定するように構成されている。具体的には、金具１０は、山の頂上部にそれぞれ当接する２つの山当接部１０ａと、それらの山当接部１０ａの間に位置して縦桟３を支持する縦桟支持部１０ｂとを有する。山当接部１０ａは、波型スレート屋根６の山の頂上の両裾側に当接するように内側傾斜部１３と外側傾斜部１４とを持って山型に形成されている。一方、縦桟支持部１０ｂは、山型の山当接部１０ａの頂上を成す平坦面部１５より高い位置に平坦面部１１が形成されるように、両内側傾斜部１３の各端部から立脚部１２がそれぞれ立ちあげられ、両立脚部１２間に平坦面部１１が形成されている。   1-3 show the metal fitting 10. The metal fitting 10 is attached over the top of the adjacent mountain of the corrugated slate roof 6, and is configured to fix the vertical rail 3 on the valley between the mountains. Specifically, the metal fitting 10 includes two crest abutting portions 10a that abut each of the tops of the crests, and a vertical beam supporting portion 10b that is positioned between the crest abutting portions 10a and supports the vertical beam 3. And have. The mountain contact portion 10 a is formed in a mountain shape having an inner inclined portion 13 and an outer inclined portion 14 so as to contact both hem sides of the top of the peak of the corrugated slate roof 6. On the other hand, the vertical beam support portion 10b has a leg portion extending from each end of the inner inclined portions 13 so that the flat surface portion 11 is formed at a position higher than the flat surface portion 15 forming the top of the mountain-shaped mountain contact portion 10a. 12 are raised, and a flat surface portion 11 is formed between the compatible legs 12.

縦桟支持部１０ｂには、平坦面部１１に縦桟固定用ボルト１８（図６、７参照）が挿通される貫通孔１１ａが形成され、しかも該貫通孔１１ａは山当接部１０ａ方向に長く形成されている。貫通孔１１ａの長手方向に沿った端縁部には、該端縁部を波型スレート屋根６側に延出させたフランジ部１６が形成され、該フランジ部１６の波型スレート屋根６側への延出長は、貫通孔１１ａに挿入される縦桟固定用ボルト１８の頭部とねじ部との間にある回転止め角部１８ａが縦桟支持部１０ｂの平坦面部１１上に突出しない長さとされている。   The vertical beam support portion 10b is formed with a through hole 11a through which the vertical beam fixing bolt 18 (see FIGS. 6 and 7) is inserted into the flat surface portion 11, and the through hole 11a is long in the direction of the mountain contact portion 10a. Is formed. A flange portion 16 is formed at the end edge portion along the longitudinal direction of the through hole 11a. The flange portion 16 is extended to the corrugated slate roof 6 side. The extension length is such that the rotation stop corner portion 18a between the head portion and the screw portion of the vertical beam fixing bolt 18 inserted into the through hole 11a does not protrude on the flat surface portion 11 of the vertical beam support portion 10b. It is said.

金具１０を２個組み合わせて、縦方向に連なる２本の縦桟３、３の端部を固定する金具１とする場合は、図６、７のように、２個の金具１０、１０の端部である山当接部１０ａ同士を上下に重ねて、この重ね部分が波型スレート屋根６の３つの山の中央の山に固定されるようにされる。ここでの固定は、ボルト１７を各金具１０の平坦面部１５の貫通孔１５ａに挿通し、更に波型スレート屋根６の山の頂上部に貫通させて母屋７に締結して行われる。上記重ね部分で上側に配置される一方の金具１０の他端部を成す山当接部１０ａの下側には高さ調整用金具１９（図４、５参照）が設けられ、一方の金具１０の横方向における傾きを抑制ようにされている。このとき高さ調整用金具１９もその貫通孔１９ａにボルト１７が挿通されている。このように２個の金具１０、１０が組み合わされて構成された金具１では、一方の金具１０の波型スレート屋根６での高さが他方の金具１０よりも高くなるため、各平坦面部１１の高さに違いが生じ、そのままでは各平坦面部１１上に各縦桟３を介して固定される太陽電池パネル５を高さの揃った面上に固定することができない。そのため、第１実施形態では、図７のように、高さが低い金具１０の平坦面部１１の上にスペーサとなる高さ調整用金具２０を介して縦桟３を固定するようにしている。但し、高さ調整用金具２０は縦桟３の上に設けてもよい。   When two metal fittings 10 are combined to form the metal fitting 1 for fixing the ends of two vertical bars 3 and 3 that run in the vertical direction, the ends of the two metal fittings 10 and 10 are used as shown in FIGS. The mountain contact portions 10 a which are the portions are stacked one above the other so that the overlapped portion is fixed to the center mountain of the three peaks of the corrugated slate roof 6. The fixing here is performed by inserting the bolts 17 into the through holes 15 a of the flat surface portions 15 of the respective metal fittings 10, passing through the tops of the peaks of the corrugated slate roof 6, and fastening them to the main building 7. A height adjusting bracket 19 (see FIGS. 4 and 5) is provided on the lower side of the mountain contact portion 10a forming the other end portion of the one metal fitting 10 disposed on the upper side in the overlapping portion. The inclination in the horizontal direction is suppressed. At this time, the height adjusting fitting 19 also has the bolts 17 inserted through the through holes 19a. In the metal fitting 1 configured by combining the two metal fittings 10 and 10 in this way, the height of the one metal fitting 10 at the corrugated slate roof 6 is higher than that of the other metal fitting 10, and thus each flat surface portion 11. Thus, the solar cell panel 5 fixed on each flat surface portion 11 via each vertical rail 3 cannot be fixed on the surface having the same height. Therefore, in the first embodiment, as shown in FIG. 7, the vertical rail 3 is fixed on the flat surface portion 11 of the metal fitting 10 having a low height via the metal fitting 20 for height adjustment serving as a spacer. However, the height adjusting bracket 20 may be provided on the vertical rail 3.

第１実施形態では、図１６のように、２本の縦桟３、３の端部を固定する金具１は、縦方向に連なる２本の縦桟３、３を横方向にずらして互いに平行となるように一緒に固定可能とされている。そのため、その金具１を介して複数本の縦桟３、３が縦方向に繋げられることになり、太陽電池パネル５は、繋ぎ目なしに縦方向に長くされた縦桟３に固定されたのと同様となる。従って、太陽電池パネル５は縦桟３の端部で隙間を空けずに設置され、屋根上で太陽電池パネル５の設置可能面積が縮小するのを抑制することができる。ここでは各母屋７を１本の線にて模式的に示している。   In the first embodiment, as shown in FIG. 16, the metal fitting 1 that fixes the ends of the two vertical bars 3, 3 is parallel to each other by shifting the two vertical bars 3, 3 connected in the vertical direction in the horizontal direction. It can be fixed together so that Therefore, a plurality of vertical bars 3 and 3 are connected in the vertical direction via the metal fitting 1, and the solar cell panel 5 is fixed to the vertical bars 3 that are elongated in the vertical direction without joints. It will be the same. Therefore, the solar cell panel 5 is installed without leaving a gap at the end of the vertical beam 3, and it is possible to suppress a reduction in the installable area of the solar cell panel 5 on the roof. Here, each purlin 7 is schematically shown by one line.

図１５のように、太陽電池パネル５において縦桟３により支持できる補強域は５ａ、５ｂの範囲に限られている。この補強域５ａ、５ｂは太陽電池パネル５の構造によって決められる。そのため、波型スレート屋根６上に固定される金具１０、１及び縦桟３の位置は、太陽電池パネル５の補強域５ａ、５ｂ内に収まるように決める必要がある。   As shown in FIG. 15, the reinforcing area that can be supported by the vertical rail 3 in the solar cell panel 5 is limited to the range of 5a and 5b. The reinforcing areas 5 a and 5 b are determined by the structure of the solar cell panel 5. Therefore, it is necessary to determine the positions of the metal fittings 10 and 1 and the vertical rail 3 fixed on the corrugated slate roof 6 so as to be within the reinforcing areas 5 a and 5 b of the solar cell panel 5.

図１７には、図１６と対比するように、２本の縦桟３、３が縦方向に連なる場合の従来技術による太陽電池パネル５の設置状態を示している。ここから明らかなように、従来の金具１００を使用して縦桟３を固定し、この縦桟３により太陽電池パネル５を設置すると、２本の縦桟３、３の端部では縦桟３の切れ目ができ、この部分には太陽電池パネル５が設置できないことになる。   In FIG. 17, as compared with FIG. 16, an installed state of the solar cell panel 5 according to the conventional technique when the two vertical bars 3 and 3 are connected in the vertical direction is shown. As is clear from this, when the vertical beam 3 is fixed using the conventional metal fitting 100 and the solar cell panel 5 is installed by the vertical beam 3, the vertical beam 3 is formed at the ends of the two vertical beams 3 and 3. The solar cell panel 5 cannot be installed in this portion.

また、金具１は波型スレート屋根６の互いに隣接する３つの山を跨ぐように構成されているため、太陽電池パネル５からの荷重を３つの山に分散させることができ、且つ２本の縦桟３、３を横方向に並べて固定するのに充分な横幅を確保することができる。しかも、２つの山を跨ぐように構成された金具１０を使って３つの山を跨ぐ金具１を構成することができ、１種類の金具１０を組合わせて使うか、単独で使うかによって、要求される形状の違う縦桟３の端部固定用と、縦桟の中間部固定用の各金具１、１０に対応することができる。   In addition, since the metal fitting 1 is configured to straddle three adjacent peaks of the corrugated slate roof 6, the load from the solar cell panel 5 can be distributed to the three peaks, and two vertical It is possible to ensure a sufficient lateral width for fixing the crosspieces 3 and 3 in the horizontal direction. Moreover, it is possible to configure the metal fitting 1 that straddles three mountains using the metal fitting 10 that is configured to straddle two mountains, depending on whether one type of metal fitting 10 is used in combination or used alone. It is possible to correspond to the brackets 1 and 10 for fixing the end of the vertical beam 3 having different shapes and fixing the intermediate part of the vertical beam.

金具１０の山当接部１０ａは、内側傾斜部１３と外側傾斜部１４とによって、波型スレート屋根６の山の頂上の両裾側に当接するように山型に形成されているため、金具１０が取り付けられた山の全体にバランス良く金具１０にかかる荷重を負担させることができる。そのため、波型スレート屋根６の強度が弱い場合にも使用することができる。また、金具１０の縦桟支持部１０ｂは、山型の山当接部１０ａの頂上より高い位置に平坦面部１１が形成されているため、山当接部１０ａと干渉することなく縦桟支持部１０ｂの平坦面部１１上に縦桟３及び太陽電池パネル５を設置することができる。このように金具１０は、山型に形成された山当接部１０ａと、２つの山当接部１０ａに挟まれそれらよりも高い位置に形成された縦桟支持部１０ｂとから構成されているため、２個の金具１０の山当接部１０ａ同士を上下に重ねることができる。従って、２個の金具１０の端部同士を重ねて組み合わせるのみで１つの金具１を構成することができる。   The mountain contact portion 10a of the metal fitting 10 is formed in a mountain shape so as to come into contact with both hems on the top of the peak of the corrugated slate roof 6 by the inner inclined portion 13 and the outer inclined portion 14. The load applied to the metal fitting 10 can be borne in a well-balanced manner over the entire mountain to which the 10 is attached. Therefore, it can be used even when the strength of the corrugated slate roof 6 is weak. Further, the vertical beam support portion 10b of the metal fitting 10 has the flat surface portion 11 formed at a position higher than the top of the mountain-shaped mountain contact portion 10a, so that the vertical beam support portion does not interfere with the mountain contact portion 10a. The vertical beam 3 and the solar cell panel 5 can be installed on the flat surface portion 11 of 10b. Thus, the metal fitting 10 is composed of a mountain contact portion 10a formed in a mountain shape and a vertical beam support portion 10b formed between two mountain contact portions 10a and formed at a position higher than them. Therefore, the mountain contact portions 10a of the two metal fittings 10 can be stacked one above the other. Therefore, one metal fitting 1 can be formed only by overlapping and combining the ends of the two metal fittings 10.

更に、縦桟支持部１０ｂの平坦面部１１には貫通孔１１ａが形成され、その貫通孔１１ａは山当接部１０ａ方向に長く形成されているため、縦桟支持部１０ｂに縦桟３を固定する際の縦桟固定用ボルト１８の固定位置を貫通孔１１ａ内で移動して調整することができる。また、貫通孔１１ａにはフランジ部１６が形成されているため、貫通孔１１ａに挿入された縦桟固定用ボルト１８の回転止め角部１８ａはフランジ部１６の延長寸法内に収められ、縦桟支持部１０ｂの平坦面部１１上に突出しないようにすることができ、平坦面部１１上に縦桟３を固定する際に回転止め角部１８ａが影響を与えないようにすることができる。   Further, a through hole 11a is formed in the flat surface portion 11 of the vertical beam support portion 10b, and the through hole 11a is formed long in the direction of the mountain contact portion 10a. Therefore, the vertical beam 3 is fixed to the vertical beam support portion 10b. The fixing position of the vertical rail fixing bolt 18 can be adjusted by moving the through hole 11a. Further, since the flange portion 16 is formed in the through hole 11a, the rotation stop corner portion 18a of the vertical beam fixing bolt 18 inserted into the through hole 11a is accommodated within the extension dimension of the flange portion 16, and the vertical beam. It is possible not to protrude on the flat surface portion 11 of the support portion 10b, and it is possible to prevent the rotation stop corner portion 18a from affecting when the vertical rail 3 is fixed on the flat surface portion 11.

しかも、フランジ部１６は平坦面部１１に対して補強リブとして機能し、縦桟３を介して太陽電池パネル５によって加えられる平坦面部１１に垂直な方向の荷重に対する曲げ強度を高めることができる。その結果として、金具１０の縦方向の寸法を小さくすることができる。図８のように、金具１０は波型スレート屋根６を挟んで小屋組の母屋７に固定されるが、小屋組に対する波型スレート屋根６の固定も母屋７との間に屋根材固定用ボルト６３を締結して行われており、両方の固定が同時に行われる部位では両者が干渉することになるため、金具１０を固定する部分では屋根材固定用ボルト６３を除去することが一般的に行われる。しかし、第１実施形態によれば、金具１０を小さくすることができるため、上記干渉を回避することができ、屋根材固定用ボルト６３の除去作業を不要とすることができる。   And the flange part 16 functions as a reinforcement rib with respect to the flat surface part 11, and can raise the bending strength with respect to the load of the direction perpendicular | vertical to the flat surface part 11 applied by the solar cell panel 5 via the vertical rail 3. FIG. As a result, the vertical dimension of the metal fitting 10 can be reduced. As shown in FIG. 8, the metal fitting 10 is fixed to the main building 7 of the shed with the corrugated slate roof 6 interposed therebetween, and the fixing of the corrugated slate roof 6 to the shed is also between the main building 7 and the roof material fixing bolt. 63 is fastened, and both interfere with each other at a portion where both are fixed at the same time. Therefore, the roof material fixing bolt 63 is generally removed at the portion where the metal fitting 10 is fixed. Is called. However, according to 1st Embodiment, since the metal fitting 10 can be made small, the said interference can be avoided and the removal operation | work of the roof material fixing volt | bolt 63 can be made unnecessary.

図１３には、第１実施形態に係る金具１０を炭素鋼によって形成した場合の強度試験の様子が示されている。また、図１４には、金具１０と同じ材料、同じ板厚の平板形状の試験用金具２００を用いて、図１３の場合と同様の強度試験を行った様子が示されている。図１３の強度試験では、金具１０の両側の山当接部１０ａの平坦面部１５にあけられた貫通孔１５ａに、それぞれ支柱３００が挿通されて金具１０の両端が基盤（不図示）上に支持される。そして、縦桟支持部１０ｂの貫通孔１１ａに牽引ボルト４００が挿通されて基盤とは反対の矢印方向に所定の力（金具１０が太陽電池パネル５を屋根上に固定したときに受ける風圧に相当する力）で牽引される。図１４の強度試験では、試験用金具２００の両端が支柱３００で基盤（不図示）上に支持される。このときの支柱３００同士の間隔は、図１３の支柱３００同士の間隔と等しくされる。そして、試験用金具２００の両端間の中央部に牽引ボルト４００が固定されて基盤とは反対の矢印方向に図１３の場合と同様の所定の力で牽引される。図１３の試験の結果は、平坦面部１１における最大変位が、図１４の試験用金具２００の牽引ボルト４００固定部分の最大変位の約４分の１〜５分の１であった。このように第１実施形態の金具１０は平坦面部１１に直交する方向の曲げ強度が高められている。   FIG. 13 shows a state of a strength test when the metal fitting 10 according to the first embodiment is formed of carbon steel. FIG. 14 shows a state in which a strength test similar to that in the case of FIG. 13 was performed using a flat-plate-shaped test metal fitting 200 having the same material and the same plate thickness as the metal fitting 10. In the strength test of FIG. 13, the struts 300 are inserted into the through holes 15 a formed in the flat surface portions 15 of the mountain contact portions 10 a on both sides of the metal fitting 10, and both ends of the metal fitting 10 are supported on a base (not shown). Is done. Then, the pulling bolt 400 is inserted into the through hole 11a of the vertical beam support portion 10b, and a predetermined force (corresponding to the wind pressure received when the metal fitting 10 fixes the solar cell panel 5 on the roof) in the arrow direction opposite to the base. Towed). In the strength test of FIG. 14, both ends of the test fitting 200 are supported on a base (not shown) by the support 300. At this time, the interval between the columns 300 is equal to the interval between the columns 300 in FIG. And the pulling volt | bolt 400 is fixed to the center part between the both ends of the test metal fitting 200, and it is pulled by the predetermined force similar to the case of FIG. 13 in the arrow direction opposite to a base | substrate. As a result of the test in FIG. 13, the maximum displacement in the flat surface portion 11 was about ¼ to ５ of the maximum displacement of the fixed portion of the pulling bolt 400 of the test fitting 200 in FIG. 14. As described above, the metal fitting 10 of the first embodiment has an increased bending strength in a direction orthogonal to the flat surface portion 11.

図９、１０は、波型スレート屋根６の上面に第１修理材６１、又は第２修理材６２を被せて屋根の修理を行った場合を示している。第１修理材６１及び第２修理材６２は、両者間で僅かに形状が相違するが同様の金属折板で、劣化した波型スレート屋根６の上面に被せられて波型スレート屋根６に代わって屋根材として機能するように構成されている。このような第１修理材６１及び第２修理材６２に対しても、波型スレート屋根６に対するのと同様に、上述の金具１０は取り付けることができる。従って、第１修理材６１、又は第２修理材６２によって修理された波型スレート屋根６に対しても第１実施形態の金具１、１０を使って太陽電池パネル５の設置を行うことができる。なお、図９、１０では、第１修理材６１及び第２修理材６２を波型スレート屋根６の一部にのみ被せた状態を示しているが、第１修理材６１及び第２修理材６２は修理が必要な箇所全体に被せられる。   FIGS. 9 and 10 show a case where the roof is repaired by covering the top surface of the corrugated slate roof 6 with the first repair material 61 or the second repair material 62. The first repair material 61 and the second repair material 62 are slightly different in shape from each other, but are similar metal folded plates, and are put on the upper surface of the deteriorated corrugated slate roof 6 to replace the corrugated slate roof 6. It is configured to function as a roofing material. The metal fitting 10 described above can be attached to the first repair material 61 and the second repair material 62 as well as the corrugated slate roof 6. Therefore, the solar cell panel 5 can be installed on the corrugated slate roof 6 repaired by the first repair material 61 or the second repair material 62 using the metal fittings 1 and 10 of the first embodiment. . 9 and 10 show a state in which the first repair material 61 and the second repair material 62 are covered only on a part of the corrugated slate roof 6, the first repair material 61 and the second repair material 62 are shown. Is placed over the entire area in need of repair.

図１１、１２は本発明の第２実施形態を示す。第２実施形態が第１実施形態に対して特徴とする点は、第１実施形態では、波型スレート屋根６上において縦方向に連なる２本の縦桟３、３の端部を固定する金具１として金具１０を２個組み合わせたものを用いているのに対し、第２実施形態では、金具１に相当する金具として、一体に形成された金具２を用いた点である。金具２は金具１が２個の金具１０の端部を上下に重ねて形成した部分を一体化したのみで基本的な構成は金具１と同様である。従って、金具２は、波型スレート屋根６の隣接する３つの山の上に固定される山当接部２０ａを３つ備え、それらの山当接部２０ａに挟まる位置に２本の縦桟支持部２０ｂを備えている。金具２の波型スレート屋根６上への固定の仕方、縦桟３の固定の仕方は、金具１の場合と全く同じであり、再度の説明は省略する。第２実施形態では、各縦桟３を固定する金具を全て金具２によって構成してもよいし、金具２は縦桟３の端部においてのみ使用し、他の部分は金具１０を使用して構成してもよい。   11 and 12 show a second embodiment of the present invention. The feature of the second embodiment over the first embodiment is that, in the first embodiment, the metal fixture for fixing the ends of the two vertical bars 3 and 3 that run in the vertical direction on the corrugated slate roof 6. In the second embodiment, the metal fitting 2 formed integrally is used as the metal fitting corresponding to the metal fitting 1. The basic structure of the metal fitting 2 is the same as that of the metal fitting 1 except that the metal fitting 1 is formed by integrating the portions formed by overlapping the ends of the two metal fittings 10 vertically. Therefore, the metal fitting 2 is provided with three mountain contact portions 20a fixed on three adjacent peaks of the corrugated slate roof 6, and the two vertical beam support portions 20b are located between the mountain contact portions 20a. It has. The method of fixing the metal fitting 2 on the corrugated slate roof 6 and the method of fixing the vertical rail 3 are exactly the same as those of the metal fitting 1, and the description thereof will be omitted. In the second embodiment, all the metal fittings for fixing the vertical bars 3 may be constituted by the metal fittings 2, the metal fittings 2 are used only at the ends of the vertical bars 3, and the other parts are provided with the metal fittings 10. It may be configured.

第２実施形態によれば、金具２が１枚の金属板を曲げ成形して形成されているため、第１実施形態の場合のような金具１０同士の重なり部分がなく、軽量化することができる。また、隣接する２本の縦桟支持部２０ｂ同士の高さを等しくすることができ、第１実施形態の場合のような高さ調整金具１９、２０を使わないで太陽電池パネル５を取り付けるための平坦面を形成することができる。   According to the second embodiment, since the metal fitting 2 is formed by bending a single metal plate, there is no overlapping portion of the metal fittings 10 as in the first embodiment, and the weight can be reduced. it can. Further, the heights of the two adjacent vertical beam support portions 20b can be made equal, and the solar cell panel 5 is attached without using the height adjusting brackets 19 and 20 as in the first embodiment. A flat surface can be formed.

以上、特定の実施形態について説明したが、本発明は、それらの外観、構成に限定されず、本発明の要旨を変更しない範囲で種々の変更、追加、削除が可能である。例えば、屋根のデザインは切妻、片流れ等各種のものに適用できる。   As mentioned above, although specific embodiment was described, this invention is not limited to those external appearances and structures, A various change, addition, and deletion are possible in the range which does not change the summary of this invention. For example, the design of the roof can be applied to various things such as gables and single flows.

１、２、１０ 金具
１０ａ、２０ａ 山当接部
１０ｂ、２０ｂ 縦桟支持部
１１ 平坦面部
１１ａ 貫通孔
１２ 立脚部
１３ 内側傾斜部
１４ 外側傾斜部
１５ 平坦面部
１５ａ 貫通孔
１６ フランジ部
１７、１８ ボルト
１８ａ 回転止め角部
１９、２０ 高さ調整用金具
１９ａ 貫通孔
３ 縦桟
５ 太陽電池パネル（屋根上設置物）
５ａ、５ｂ 補強域
６ 波型スレート屋根（屋根材）
６１ 第１修理材
６２ 第２修理材
６３ 屋根材固定用ボルト
７ 母屋
１００ 金具
２００ 試験用金具
３００ 支柱
４００ 牽引ボルト
1, 2, 10 Metal fittings 10a, 20a Crest contact portions 10b, 20b Vertical beam support portion 11 Flat surface portion 11a Through hole 12 Standing leg portion 13 Inner inclined portion 14 Outer inclined portion 15 Flat surface portion 15a Through hole 16 Flange portions 17, 18 Bolt 18a Anti-rotation corners 19 and 20 Height adjustment bracket 19a Through hole 3 Vertical beam 5 Solar panel (installed on the roof)
5a, 5b Reinforcement area 6 Corrugated slate roof (roof material)
61 First repair material 62 Second repair material 63 Roof material fixing bolt 7 Purlin 100 Metal fitting 200 Test fitting 300 Post 400 Pulling bolt

Claims (5)

横方向に複数の山が並ぶ形状とされた波型屋根の上に屋根上設置物を設置する屋根用支持装置であって、
波型屋根を成す屋根材の山の上で、縦、横各方向に所定間隔を空けて、小屋組の母屋に対して固定される複数の金具と、
縦方向に並ぶ前記複数の金具の上に跨って固定され、屋根上設置物を支持する縦桟とを備え、
前記金具のうち少なくとも前記縦桟の端部を固定する金具は、縦方向に連なる２本の縦桟を一緒に固定可能に形成されていることを特徴とする屋根用支持装置。 A roof support device for installing an installation on a roof on a corrugated roof having a plurality of mountains arranged in a lateral direction,
A plurality of metal fittings fixed to the main building of the roof set at predetermined intervals in the vertical and horizontal directions on the top of the roof material that forms the corrugated roof,
A vertical rail that is fixed over the plurality of metal fittings arranged in the vertical direction and supports the installation on the roof;
The roof support apparatus according to claim 1, wherein at least an end of the vertical beam among the metal fittings is formed so that two vertical beams continuous in the vertical direction can be fixed together. 請求項１において、
前記金具のうち少なくとも前記縦桟の端部を固定する金具は、波型屋根の互いに隣接する３つの山を跨ぐように構成され、
縦方向に連なる２本の縦桟は、前記３つの山の間にある２つの谷の上で互いに平行に前記金具に固定されることを特徴とする屋根用支持装置。 In claim 1,
The metal fitting for fixing at least the end of the vertical rail among the metal fittings is configured to straddle three adjacent mountains of the corrugated roof,
The roof support device, wherein two vertical bars connected in the vertical direction are fixed to the metal fitting in parallel with each other on two valleys between the three peaks. 請求項２において、
前記金具のうち少なくとも前記縦桟の端部を固定する金具は、波型屋根の互いに隣接する２つの山を跨ぐように構成された金具を２個組み合わせて３つの山を跨ぐように構成され、
２個の金具の端部同士を上下に重ねて、３つの山の中央の山に固定されるようにされ、
その重ね部分で上側に配置される一方の金具の他端部の下側には高さ調整用金具が設けられ、一方の金具の横方向における傾きを抑制するようにされていることを特徴とする屋根用支持装置。 In claim 2,
Of the metal fittings, the metal fitting for fixing at least the end portion of the vertical rail is configured to straddle three mountains by combining two metal fittings configured to straddle two adjacent mountains of the corrugated roof,
The ends of the two metal fittings are stacked one above the other so that they are fixed to the central mountain of the three mountains.
A height adjustment metal fitting is provided below the other end of the one metal fitting arranged on the upper side in the overlapping portion, and the inclination of the one metal fitting in the lateral direction is suppressed. Support device for roof. 請求項２又は３において、
前記金具は、波型屋根の互いに隣接する山の頂上部にそれぞれ当接する山当接部と、互いに隣接する山当接部の間に位置して縦桟を支持する縦桟支持部とを有し、
前記山当接部は、波型屋根の山の頂上の両裾側に当接するように山型に形成され、
前記縦桟支持部は、山型の山当接部の頂上より高い位置に平坦面部が形成されていることを特徴とする屋根用支持装置。 In claim 2 or 3,
The metal fitting has a mountain abutment portion that abuts on the tops of the adjacent peaks of the corrugated roof, and a vertical beam support portion that is positioned between the adjacent mountain contact portions and supports the vertical beam. And
The mountain contact portion is formed in a mountain shape so as to contact both hem sides of the top of the peak of the corrugated roof,
The vertical beam support portion has a flat surface portion formed at a position higher than the top of the mountain-shaped mountain contact portion. 請求項４において、
前記縦桟支持部には、前記平坦面部に縦桟固定用ボルトが挿入される貫通孔が形成され、しかも該貫通孔は前記山当接部方向に長く形成され、
該貫通孔の長手方向に沿った端縁部には、該端縁部を屋根側に延出させたフランジ部が形成され、該フランジ部の屋根側への延出長は、前記貫通孔に挿入された前記縦桟固定用ボルトの頭部とねじ部との間にある回転止め角部が縦桟支持部の平坦面部上に突出しない長さとされていることを特徴とする屋根用支持装置。
In claim 4,
The vertical beam support portion is formed with a through hole into which the vertical beam fixing bolt is inserted into the flat surface portion, and the through hole is formed long in the direction of the mountain contact portion,
A flange portion is formed at the end edge portion along the longitudinal direction of the through hole, and the end edge portion extends to the roof side. The extension length of the flange portion to the roof side is in the through hole. A support device for a roof, characterized in that a rotation-stopping corner portion between a head portion and a screw portion of the inserted vertical beam fixing bolt has a length that does not protrude on a flat surface portion of the vertical beam support portion. .
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017210788A (en) * 2016-05-25 2017-11-30 株式会社栄信 Support bracket for solar battery panel mounting frame
KR20200126165A (en) * 2019-04-29 2020-11-06 주식회사 피에스테크 Supporting apparatus and manufacturing method for solar panel
KR102239260B1 (en) * 2020-08-06 2021-04-12 주식회사 비앤아이테크 Sandwich panel and solar module fastening structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110272545A1 (en) * 2010-05-07 2011-11-10 Jun Liu Bracket Assembly for Mounting Rooftop Objects
JP2013117110A (en) * 2011-12-02 2013-06-13 Okuchi Kensan Kk Waterproof support metal fitting on roof
JP3188020U (en) * 2013-10-15 2013-12-26 株式会社フジ工業 Solar panel mounting bracket
JP2014043720A (en) * 2012-08-27 2014-03-13 Ｔｏｐ Ｒｕｎｎｅｒ株式会社 Solar energy utilizing facility mounting rack and photovoltaic power generation apparatus

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110272545A1 (en) * 2010-05-07 2011-11-10 Jun Liu Bracket Assembly for Mounting Rooftop Objects
JP2013117110A (en) * 2011-12-02 2013-06-13 Okuchi Kensan Kk Waterproof support metal fitting on roof
JP2014043720A (en) * 2012-08-27 2014-03-13 Ｔｏｐ Ｒｕｎｎｅｒ株式会社 Solar energy utilizing facility mounting rack and photovoltaic power generation apparatus
JP3188020U (en) * 2013-10-15 2013-12-26 株式会社フジ工業 Solar panel mounting bracket

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017210788A (en) * 2016-05-25 2017-11-30 株式会社栄信 Support bracket for solar battery panel mounting frame
KR20200126165A (en) * 2019-04-29 2020-11-06 주식회사 피에스테크 Supporting apparatus and manufacturing method for solar panel
KR102260418B1 (en) 2019-04-29 2021-06-03 주식회사 피에스테크 Supporting apparatus and manufacturing method for solar panel
KR102239260B1 (en) * 2020-08-06 2021-04-12 주식회사 비앤아이테크 Sandwich panel and solar module fastening structure

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