JP3092078B2 - Roof device using solar cells - Google Patents

Roof device using solar cells

Info

Publication number
JP3092078B2
JP3092078B2 JP04332249A JP33224992A JP3092078B2 JP 3092078 B2 JP3092078 B2 JP 3092078B2 JP 04332249 A JP04332249 A JP 04332249A JP 33224992 A JP33224992 A JP 33224992A JP 3092078 B2 JP3092078 B2 JP 3092078B2
Authority
JP
Japan
Prior art keywords
width
module
roof
roofing material
connection member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP04332249A
Other languages
Japanese (ja)
Other versions
JPH06158798A (en
Inventor
孝 平井
啓資 平井
Original Assignee
株式会社平井技研
立東ロール加工株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社平井技研, 立東ロール加工株式会社 filed Critical 株式会社平井技研
Priority to JP04332249A priority Critical patent/JP3092078B2/en
Priority to EP93308690A priority patent/EP0599497A1/en
Priority to AU50345/93A priority patent/AU669399B2/en
Priority to CA002102754A priority patent/CA2102754A1/en
Priority to CN93114785A priority patent/CN1087696A/en
Priority to KR1019930024638A priority patent/KR940011755A/en
Priority to NO934174A priority patent/NO934174L/en
Priority to US08/155,306 priority patent/US5497587A/en
Publication of JPH06158798A publication Critical patent/JPH06158798A/en
Priority to US08/581,960 priority patent/US5706617A/en
Application granted granted Critical
Publication of JP3092078B2 publication Critical patent/JP3092078B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • 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]
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、屋根幅に応じて太陽電
池を内蔵する屋根材の幅調整をすることができる太陽電
池利用屋根装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a solar cell-based roofing apparatus capable of adjusting the width of a roof material containing a solar cell according to the roof width.

【0002】[0002]

【従来の技術】屋根仕上げ材を勾配方向に配置された接
続部材を介して幅方向に接続した屋根において、屋根仕
上げ材と屋根下地幅とに誤差が生じた場合に、従来は、
屋根材に切断、切り欠き、ハンダ付け等の加工を施して
幅調整を行なっていたが、このような方法では現場にお
ける作業が増大し、効率が悪く、太陽電池を内蔵した屋
根仕上げ材には極めて不適当なものであった。
2. Description of the Related Art In a roof in which a roof finishing material is connected in a width direction via connecting members arranged in a gradient direction, when an error occurs between the roof finishing material and a roof base width, conventionally,
Although the width was adjusted by cutting, notching, soldering, etc., the roof material, the work at the site increased, the efficiency was poor, and the roof finishing material with a built-in solar cell was It was extremely inappropriate.

【0003】そこで、本出願人は、先に、外側縁に幅調
整部を有する接続部材を屋根の勾配方向に沿って配置
し、採光枠の側縁を接続部材の幅調整部に係合し、採光
枠の側縁を接続部材の中心方向あるいは側縁方向に移動
することにより、野地幅に対応して幅調整を行い、さら
にケラバ部材の幅を変えて屋根仕上げ材と屋根下地幅と
の誤差を吸収する太陽エネルギー収集屋根の側部幅調整
方法を特開平2−24443号として提案した。しか
し、この方法では、幅の広いケラバ部材を敷設すると、
屋根面積に対するエネルギー収集面積が小さくなり、集
光効率が悪くなる欠点があった。
[0003] In view of this, the present applicant has first arranged a connecting member having a width adjusting portion on the outer edge along the slope direction of the roof, and engaged the side edge of the lighting frame with the width adjusting portion of the connecting member. By moving the side edge of the lighting frame in the center direction or side edge direction of the connecting member, the width is adjusted according to the field width, and further, the width of the keraba member is changed, and the roof finishing material and the roof base width are changed. A method for adjusting the side width of a solar energy collecting roof that absorbs errors is proposed in Japanese Patent Application Laid-Open No. 24443/1990. However, in this method, when laying a wide keraba member,
There is a disadvantage that the energy collection area with respect to the roof area is small, and the light collection efficiency is low.

【0004】[0004]

【発明が解決しようとする課題】本発明の目的は、屋根
幅に対する太陽電池内蔵屋根材の幅調整を一層容易と
し、太陽エネルギー収集効率が高く、屋根材単体の幅が
大きくなっても微調整が可能であり、屋根材が規格化さ
れて生産性が高く、どのような野地幅の屋根にも対応す
ることができ、現場における加工を不要とし、施工が容
易で安価な太陽電池利用屋根装置を提供することにあ
る。
SUMMARY OF THE INVENTION An object of the present invention is to make it easier to adjust the width of a roofing material with a built-in solar cell relative to the roofing width, to increase the solar energy collection efficiency, and to finely adjust even if the width of the roofing material alone becomes large. Roofing equipment is standardized, the roofing material is standardized, the productivity is high, it can be applied to roofs of any field width, the processing on site is unnecessary, the construction is easy and the cost is low. Is to provide.

【0005】[0005]

【課題を達成するための手段】本発明の太陽電池利用屋
根装置は、上記課題を達成するために、太陽電池を内蔵
した第1の採光板単体を幅方向及び前記幅方向に直交す
る勾配方向に複数並列した第1のモジュール屋根材と、
前記第1の採光板単体と同寸法の第2の採光板単体を幅
方向及び勾配方向に並列すると共に、その幅方向の採光
板単体の数が前記第1のモジュール屋根材の幅方向の採
光板単体の数より一個多い第2のモジュール屋根材と、
両外側縁に沿って前記第1及び第2のモジュール屋根材
の側縁を幅方向に摺動可能に係合する幅調整部を有する
中間部接続部材と、一外側縁に沿って前記第1及び第2
のモジュール屋根材の側縁を幅方向に摺動可能に係合す
る幅調整部を有する側部接続部材とからなる。
In order to achieve the above-mentioned object, a roof device using a solar cell according to the present invention is arranged such that a first light-collecting plate having a solar cell incorporated therein is moved in a width direction and a gradient direction perpendicular to the width direction. A plurality of first modular roofing materials,
A second lighting plate having the same size as the first lighting plate is arranged in the width direction and the gradient direction, and the number of the lighting plates in the width direction is equal to the width of the first module roofing material in the width direction. A second modular roofing material, one more than the number of boards alone,
An intermediate portion connecting member having a width adjusting portion that slidably engages the side edges of the first and second module roofing members in the width direction along both outer edges; and the first portion along one outer edge. And the second
And a side connection member having a width adjusting portion for slidably engaging the side edge of the module roofing material in the width direction.

【0006】[0006]

【作用】採光板単体の一枚分に相当する長さだけ幅の異
なる第1のモジュール屋根材と第2のモジュール屋根材
とを組み合わせ、第1のモジュール屋根材、第2のモジ
ュール屋根材及び中間部並びに側部接続部材幅を総計し
た仕上げ幅合計を屋根幅に近似させ、この仕上げ幅合計
が屋根幅より大きい場合は、第1及び第2のモジュール
屋根材の側縁を接続部材の中心方向に移動して仕上げ幅
の合計を小さくし、屋根幅の方が大きい場合は、第1及
び第2のモジュール屋根材の側縁を接続部材の側縁方向
に移動して仕上げ幅の合計を大きくする。
According to the present invention, a first module roof material and a second module roof material having different widths by a length corresponding to a single daylighting plate alone are combined to form a first module roof material, a second module roof material, The total finished width obtained by summing the widths of the middle and side connecting members is approximated to the roof width. If the total finished width is larger than the roof width, the side edges of the first and second module roofing materials are centered on the connecting member. Direction to reduce the sum of the finishing widths, and when the roof width is larger, move the side edges of the first and second module roofing materials in the direction of the side edges of the connecting member to reduce the sum of the finishing widths. Enlarge.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づいて詳細
に説明する。図1において、太陽電池利用屋根1は、屋
根下地上面に複数の中間部接続部材2が適宜間隔をおい
て勾配方向に沿って配設され、屋根下地上面のケラバ寄
り側部に側部接続部材3が中間部接続部材2と平行に配
設され、中間部接続部材2及び側部接続部材3の間に屋
根仕上げ材となる第1のモジュール屋根材4及び第2の
モジュール屋根材5がそれぞれ架設され、側部接続部材
3の外方にはケラバ部材6が取り付けられ、軒に沿って
軒部材15が装着されている。
Embodiments of the present invention will be described below in detail with reference to the drawings. In FIG. 1, a roof 1 using a solar cell has a plurality of intermediate connection members 2 disposed on the top surface of a roof base along an inclined direction at appropriate intervals along a slope direction. A first module roofing material 4 and a second module roofing material 5 serving as a roof finishing material are provided between the intermediate connection member 2 and the side connection members 3, respectively. A keraba member 6 is attached to the outside of the side connection member 3 and an eave member 15 is attached along the eave.

【0008】図2及び図3は本発明の第1の実施例を示
し、屋根下地上には第1のモジュール屋根材4及び第2
のモジュール屋根材5から間隔を開けて防水板7が敷設
され、中間部接続部材2は、防水板7を接続する下部接
続部材8と、第1のモジュール屋根材4及び第2のモジ
ュール屋根材5を接続する上部接続部材9と、上部接続
部材9の上方を覆う接続部材カバー10とより成り、下
部接続部材8は、水平固定部11の幅方向両側端に上下
方向に伸びる垂直壁12が設けられ、垂直壁12上端か
ら左右外方に張り出し部13が設けられ、張り出し部1
3の下面と垂直壁12の外面とにより、防水板7の側縁
に形成された防水壁16を係合する広幅の下部幅調整部
14が形成され、水平固定部11の下面から上方に向け
て接続ボルト17が立設されている。
FIGS. 2 and 3 show a first embodiment of the present invention, in which a first module roofing material 4 and a second
A waterproof plate 7 is laid at an interval from the module roofing material 5 of the first embodiment, and the intermediate connecting member 2 includes a lower connecting member 8 for connecting the waterproofing plate 7, a first module roofing material 4 and a second module roofing material. 5 and a connecting member cover 10 that covers the upper part of the upper connecting member 9. The lower connecting member 8 has vertical walls 12 extending vertically at both lateral ends of the horizontal fixing part 11. A protruding portion 13 is provided on the right and left outward from the upper end of the vertical wall 12.
The lower surface of the horizontal wall 3 and the outer surface of the vertical wall 12 form a wide lower width adjusting portion 14 which engages with the waterproof wall 16 formed on the side edge of the waterproof plate 7, and extends upward from the lower surface of the horizontal fixing portion 11. A connection bolt 17 is provided upright.

【0009】上部接続部材9は、水平基盤18の上面の
中央寄りに間隔を開けて2個の垂直片20を設けると共
に、水平基盤18の両側端部に上方に開口する広幅溝状
の中間部幅調整部24を形成する。接続部材カバー10
は、水平蓋28の下面中央寄りに間隔をあけて左右一対
の係止脚30を設けると共に、係止脚30の外方に下方
に開口する広幅溝状の上部幅調整部32を形成する。
The upper connecting member 9 is provided with two vertical pieces 20 at an interval near the center of the upper surface of the horizontal base 18, and has a wide groove-shaped intermediate portion opened upward at both side ends of the horizontal base 18. The width adjusting part 24 is formed. Connection member cover 10
A pair of left and right locking legs 30 are provided at an interval near the center of the lower surface of the horizontal lid 28, and a wide groove-shaped upper width adjusting portion 32 that opens downward outside the locking legs 30 is formed.

【0010】中間部接続部材2を組み立てるには、下部
接続部材8を屋根下地上に勾配方向に沿って固定し、次
いで、上部接続部材9を下部接続部材8の上面に長手方
向に沿って設置し、下部接続部材8の接続ボルト17を
上部接続部材9に挿通し、ナット締めをして下部接続部
材8と上部接続部材9とを固定する。そして、上部接続
部材9の上方に接続部材カバー10を被せ、係止脚30
を上部接続部材9の垂直片20の上端部に係合する。
In order to assemble the intermediate connection member 2, the lower connection member 8 is fixed on the roof foundation along the gradient direction, and then the upper connection member 9 is installed on the upper surface of the lower connection member 8 along the longitudinal direction. Then, the connection bolts 17 of the lower connection member 8 are inserted into the upper connection member 9 and nuts are tightened to fix the lower connection member 8 and the upper connection member 9 together. Then, the connection member cover 10 is placed over the upper connection member 9 and the locking legs 30
Is engaged with the upper end of the vertical piece 20 of the upper connecting member 9.

【0011】側部接続部材3は、図3に示すように、側
下部接続部材33と、側上部接続部材34と、側部接続
部材カバー35とから成り、これら各部材の屋根内側寄
りの半分の構成はそれぞれ下部接続部材8、上部接続部
材9及び接続部材カバー10の構成とほぼ同様なので、
同一部分に同一符号を付し、説明を省略する。側下部接
続部材33のケラバ寄りの張り出し部13の外側端に
は、ケラバ部材6の水平面20の上面に当接されるケラ
バ部材押さえ片36が垂下され、ケラバ部材押さえ片3
6と垂直壁12との間に広幅の側部幅調整部38が形成
されている。
As shown in FIG. 3, the side connection member 3 comprises a lower side connection member 33, an upper side connection member 34, and a side connection member cover 35, and a half of each of these members near the inside of the roof. Are almost the same as the configurations of the lower connecting member 8, the upper connecting member 9, and the connecting member cover 10, respectively.
The same portions are denoted by the same reference numerals, and description thereof will be omitted. At the outer end of the overhanging portion 13 of the side lower connecting member 33 near the keraba member, a keraba member pressing piece 36 abutting on the upper surface of the horizontal surface 20 of the keraba member 6 hangs down.
A wide side width adjusting portion 38 is formed between the vertical wall 6 and the vertical wall 12.

【0012】側上部接続部材34のケラバ寄りの半分は
水平基盤18をやや下方に移動して側下部接続部材33
の張り出し部13の上面に載置される支持片39とし、
支持片39の先端から上方に延びる側端面垂直壁41を
設け、側端面垂直壁41の下端部は側下部接続部材33
のケラバ部材押さえ片36に係合する。側部接続部材カ
バー35の水平蓋28のケラバ寄りは側上部接続部材3
4の幅に応じて幅広く形成する。
The half of the upper side connecting member 34 closer to the keraba moves a little downward on the horizontal base 18 and moves to the lower side connecting member 33.
Support piece 39 placed on the upper surface of the overhang portion 13 of
A side end surface vertical wall 41 extending upward from the tip of the support piece 39 is provided, and the lower end of the side end surface vertical wall 41 is connected to the lower side connection member 33.
Of the keraba member pressing piece 36 of FIG. The horizontal cover 28 of the side connection member cover 35 near the keraba is the upper side connection member 3.
4 is formed widely according to the width.

【0013】また、ケラバ部材6の水平面20外側端に
は水返し突起21が形成され、内側端には立上がり壁4
3が設けられ、この立上がり壁43が側下部接続部材3
3の側部幅調整部38内に挿入され、ケラバ部材6が側
部接続部材3の外方に取り付けられる。
A water return protrusion 21 is formed on the outer end of the horizontal surface 20 of the keraba member 6, and the rising wall 4 is formed on the inner end.
3, and the rising wall 43 is connected to the lower side connecting member 3.
3, is inserted into the side width adjusting portion 38, and the fluffing member 6 is attached to the outside of the side connecting member 3.

【0014】第1のモジュール屋根材4は、図4に示す
ように、左右の縦桟44、上横桟45及び下横桟46を
平面矩形状に組み立て、縦桟44の内面に沿って支持桟
71を装着して枠体47を構成し、透明基板の下面に多
結晶シリコン太陽電池等の太陽電池を内蔵した100mm
角の第1の採光板単体48を屋根幅方向に5列、幅方向
に直交する勾配方向に5列並べて成る複合体49を枠体
47の内周に嵌合する。各採光板単体48の間及び枠体
47と採光板単体48との間には約5mmの接続間隔が必
要であり、これに枠体47への組み込み幅である片側約
10mmの幅を加えると、第1のモジュール屋根材4の複
合体49の幅は約550mmとなり、枠体47への組み込
み幅20mmを除いた施工幅L(図13参照)は約530
mmとなる。
As shown in FIG. 4, the first modular roofing material 4 is constructed by assembling the left and right vertical rails 44, the upper horizontal rail 45, and the lower horizontal rail 46 into a rectangular shape and supporting the inner surface of the vertical rails 44. A frame 47 is formed by mounting the crosspiece 71, and a solar cell such as a polycrystalline silicon solar cell is built in a lower surface of the transparent substrate.
A composite body 49 composed of five rows of corner first lighting plates 48 arranged in the roof width direction and five rows arranged in a gradient direction perpendicular to the width direction is fitted to the inner periphery of the frame 47. A connection interval of about 5 mm is required between each lighting plate unit 48 and between the frame body 47 and the lighting unit unit 48. When a width of about 10 mm on one side, which is a width of the frame 47, is added. The width of the composite 49 of the first modular roofing material 4 is about 550 mm, and the construction width L (see FIG. 13) excluding the width of 20 mm for incorporation into the frame 47 is about 530.
mm.

【0015】縦桟44は、図5及び図6に示すように、
垂直壁50の内面上端部に長手方向に沿って複数の水切
り突条51が形成され、垂直壁50の下端内面には水平
張り出し片52が設けられ、水平張り出し片52の内側
端には上下に突出する垂直支脚53が設けられている。
また、垂直壁50の軒寄り端部には取付孔54が穿設さ
れ、垂直壁50の棟寄り端部には取付孔54よりやや低
い位置に取付孔55が穿設され、垂直壁50及び垂直支
脚53の軒及び棟寄り端部の下端には換気用切り欠き5
6が形成されている。
The vertical rail 44 is, as shown in FIGS.
A plurality of drainage ridges 51 are formed along the longitudinal direction at the upper end of the inner surface of the vertical wall 50, and a horizontal projecting piece 52 is provided at the lower end inner surface of the vertical wall 50. A protruding vertical leg 53 is provided.
At the end of the vertical wall 50 near the eaves, a mounting hole 54 is formed. At the end of the vertical wall 50 near the ridge, a mounting hole 55 is formed at a position slightly lower than the mounting hole 54. A notch 5 for ventilation is provided at the lower end of the eaves and the ridge-side end of the vertical support 53.
6 are formed.

【0016】上横桟45は、図7及び図8に示すよう
に、勾配方向に直交して延びる帯状の水平片57を有
し、その上面に起立壁58を長手方向に沿って設け、起
立壁58の上端に水平片57と平行な水平上面59を軒
側に張り出して設け、水平上面59の棟寄り端部を折り
返して水返し壁60を設け、水平片57と水平上面59
との間に採光板支持溝61を形成し、水平片57の軒寄
り端部に中空湾曲溝62を長手方向に沿って設け、水平
片57の棟寄り上面には排水溝63を形成すると共に、
水平片57の下面には下方に延出した後に軒側に屈曲
し、さらに上方に折り曲げて固定具係合片64を設け
る。
As shown in FIGS. 7 and 8, the upper horizontal rail 45 has a strip-shaped horizontal piece 57 extending perpendicular to the gradient direction, and an upright wall 58 is provided on the upper surface thereof along the longitudinal direction. At the upper end of the wall 58, a horizontal upper surface 59 parallel to the horizontal piece 57 is provided so as to protrude to the eaves side, and a ridge-side end of the horizontal upper surface 59 is turned back to form a water return wall 60, and the horizontal piece 57 and the horizontal upper surface 59 are provided.
And a lighting plate support groove 61 is formed between the horizontal piece 57 and a hollow curved groove 62 is provided along the longitudinal direction at the eaves end of the horizontal piece 57, and a drain groove 63 is formed on the ridge-side upper surface of the horizontal piece 57. ,
On the lower surface of the horizontal piece 57, a fixture engaging piece 64 is provided by extending downward, bending toward the eaves side, and further bending upward.

【0017】下横桟46は、図9及び図10に示すよう
に、水平帯状の採光板載置片65を有し、その軒寄り端
縁上面には複合体49の厚みよりやや低い採光板当接壁
66を設け、採光板当接壁66の上端から上横桟45の
水平上面59の上方を覆う被覆片67を軒方向に張り出
して設け、被覆片67の先端を下方に湾曲すると共に、
被覆片67の下面に水切り突条68を設け、採光板載置
片65の棟寄り端縁には下向軒方向に湾曲する湾曲防水
樋69を設け、採光板載置片65と湾曲防水樋69との
接続部に中空湾曲溝70を形成する。
As shown in FIGS. 9 and 10, the lower horizontal rail 46 has a horizontal strip-shaped light-receiving plate mounting piece 65, and a light-receiving plate slightly lower than the thickness of the complex 49 is provided on the upper edge of the eaves. A contact wall 66 is provided, and a covering piece 67 that covers the upper side of the horizontal upper surface 45 above the horizontal upper surface 45 from the upper end of the lighting plate contact wall 66 is provided so as to protrude in the eaves direction, and the tip of the covering piece 67 is bent downward. ,
A draining ridge 68 is provided on the lower surface of the covering piece 67, and a curved waterproof gutter 69 is provided at an edge of the lighting plate mounting piece 65 near the ridge to bend in the downward eaves direction. A hollow curved groove 70 is formed at a connection portion with 69.

【0018】支持桟71は、図11及び図12に示すよ
うに、断面略C形の採光板挿入枠72を備え、採光板挿
入枠72の内側壁の上部には長手方向に沿って複合体4
9を差し込む空隙73が形成され、採光板挿入枠72の
外側面上部には毛細管現象を遮断するために凹溝74が
設けられ、採光板挿入枠72の外側壁の軒棟方向両端部
には、取付孔54,55に合致する固定孔75,75が
それぞれ穿設されている。
As shown in FIGS. 11 and 12, the support bar 71 is provided with a daylighting plate insertion frame 72 having a substantially C-shaped cross section. 4
9 is formed, and a concave groove 74 is provided in the upper part of the outer surface of the lighting plate insertion frame 72 in order to block a capillary phenomenon, and at both ends of the outer wall of the lighting plate insertion frame 72 in the eaves ridge direction. And fixing holes 75, 75 corresponding to the mounting holes 54, 55, respectively.

【0019】次に、第1のモジュール屋根材4の組み立
てについて説明すると、図13乃至図15に示すよう
に、下横桟46の透光板載置片65の上面に複合体49
の軒寄り端部を載せると共に、上横桟45の採光板支持
溝61に複合体49の軒寄り端部を差し込み、支持桟7
1の採光板挿入枠72に複合体49の両側端部を差し込
んで、複合体49の四周をパッキングを介して上記各桟
によって支持し、複合体49の上面をその軒寄り端部に
おいて下横桟46の被覆片67より高く突出させる。す
ると、複合体49の上面より下横桟8が低くなり、複合
体49の上面を流れる雨水が軒側に速やかに排出され、
埃、ごみ等が溜まることがない。
Next, the assembling of the first module roofing material 4 will be described. As shown in FIGS. 13 to 15, the composite 49 is mounted on the upper surface of the light transmitting plate mounting piece 65 of the lower horizontal rail 46.
Of the composite 49 is inserted into the lighting plate support groove 61 of the upper horizontal rail 45, and the support rail 7 is inserted.
The both ends of the composite 49 are inserted into the daylighting plate insertion frame 72, and the four circumferences of the composite 49 are supported by the above-mentioned bars via the packing, and the upper surface of the composite 49 is placed at the lower edge at the end near the eaves. It is made to protrude higher than the covering piece 67 of the bar 46. Then, the lower horizontal rail 8 becomes lower than the upper surface of the composite 49, and the rainwater flowing on the upper surface of the composite 49 is quickly discharged to the eaves side,
There is no accumulation of dust and dirt.

【0020】次いで、縦桟44の垂直壁50の内面に支
持桟71の外側面を当接し、縦桟44に対して支持桟7
1がその軒寄り端部において棟寄り端部より高くなるよ
うに傾斜して沿設し、縦桟44の軒寄りの取付孔54と
支持桟71の軒寄りの固定孔75と下横桟46の中空湾
曲溝70にネジ76を挿通し、縦桟44の棟寄りの取付
孔55と支持桟71の棟寄りの固定孔75と上横桟45
の中空湾曲溝62にネジ77を挿通し、第1のモジュー
ル屋根材4を組み立てる。
Next, the outer surface of the support bar 71 abuts against the inner surface of the vertical wall 50 of the vertical bar 44, and the support bar 7
1 is inclined along the eaves end so as to be higher than the ridge end, and the eaves mounting hole 54 of the vertical bar 44, the eaves fixing hole 75 of the support bar 71, and the lower horizontal rail 46. A screw 76 is inserted through the hollow curved groove 70 of the vertical bar 44, the mounting hole 55 near the ridge of the vertical bar 44, the fixing hole 75 near the ridge of the support bar 71, and the upper horizontal bar 45.
A screw 77 is inserted into the hollow curved groove 62 of the first embodiment, and the first module roofing material 4 is assembled.

【0021】第2のモジュール屋根材5は、図16及び
図17に示すように、第1のモジュール屋根材4と同一
寸法の第2の採光板単体48を屋根幅方向に第1のモジ
ュール屋根材5の幅方向の採光板単体48の数より一個
多い6列、幅方向に直交する勾配方向に第1のモジュー
ル屋根材5と同数の5列並べて成る複合体78を枠体4
7の内周に嵌合して成り、複合体78の幅が約655mm
であり、施工幅Lが約635mmであることを除いては第
1のモジュール屋根材4とほぼ同じ構成を有するので、
同一部分に同一符号を付してその説明を省略する。
As shown in FIG. 16 and FIG. 17, the second module roofing member 5 is composed of a first module roofing member 48 having the same dimensions as the first module roofing member 4 in the width direction of the first module roofing member. The frame body 4 is composed of six rows, one more than the number of the daylighting plates 48 in the width direction of the member 5, and five rows of the same number as the first module roofing members 5 in the gradient direction orthogonal to the width direction.
7, and the width of the composite 78 is about 655 mm.
And has almost the same configuration as the first module roofing material 4 except that the construction width L is about 635 mm.
The same portions are denoted by the same reference numerals and description thereof will be omitted.

【0022】第1及び第2のモジュール屋根材4,5の
敷設するには、まず、屋根下地上に下部接続部材8及び
側下部接続部材33を勾配方向に沿って相互に間隔をあ
けて配置し、屋根下地上面に防水板7を敷設してその端
部に形成された防水壁16を下部幅調整部14内に収納
し、下部接続部材8及び側下部接続部材33の上面に上
部接続部材9及び側上部接続部材34を接続ボルト17
を介してそれぞれ取り付ける。次いで、第1及び第2の
モジュール屋根材4,5を防水板7の上方に間隔をあけ
て設置し、縦桟44の垂直支脚53の下端を上部接続部
材9及び側上部接続部材34の中間部幅調整部24に差
し込み、上部接続部材9及び側上部接続部材34の上に
接続部材カバー10及び側部接続部材カバー35を取り
付け、縦桟44の垂直壁50の上端を上部幅調整部32
内に挿入する。
In order to lay the first and second module roofing members 4 and 5, first, the lower connecting member 8 and the side lower connecting member 33 are arranged on the roof foundation at an interval along the gradient direction. Then, the waterproof plate 7 is laid on the upper surface of the roof base, and the waterproof wall 16 formed at the end thereof is accommodated in the lower width adjusting portion 14, and the upper connecting member 8 and the upper lower connecting member 33 are provided on the upper surfaces of the lower connecting member 33. 9 and the upper connection member 34 with the connection bolt 17
Attach each through. Next, the first and second module roof members 4 and 5 are installed above the waterproof plate 7 with a space therebetween, and the lower end of the vertical support leg 53 of the vertical bar 44 is positioned between the upper connecting member 9 and the side upper connecting member 34. The connecting member cover 10 and the side connecting member cover 35 are mounted on the upper connecting member 9 and the side upper connecting member 34, and the upper end of the vertical wall 50 of the vertical rail 44 is connected to the upper width adjusting unit 32.
Insert inside.

【0023】また、第1及び第2のモジュール屋根材
4,5を勾配方向に接続するには、図18に示すよう
に、屋根の軒部に軒部材15を取り付けた後、最も軒側
に位置する第1及び第2のモジュール屋根材4,5を上
部接続部材9及び側上部接続部材34に取り付け、第1
及び第2のモジュール屋根材4,5の軒寄りの換気用切
欠56内において中間部幅調整部24に固定具19を取
り付け、上横桟45の固定具係合片64を固定具19の
上面に形成された逆L型の係合フック20に引っかけて
固定する。次に、その棟側に位置する第1及び第2のモ
ジュール屋根材4,5の下横桟46の被覆片67を軒側
のモジュール屋根材4,5の上横桟45の水平上面59
に被せると共に、下横桟46の湾曲防水樋69を上横桟
45の水平面57の下面に係合する。
In order to connect the first and second module roofing materials 4 and 5 in the gradient direction, as shown in FIG. 18, after the eaves member 15 is attached to the eaves of the roof, the eaves members 15 are moved to the most eaves side. The first and second modular roofing materials 4 and 5 are attached to the upper connecting member 9 and the side upper connecting member 34,
And, in the ventilation notch 56 near the eaves of the second module roofing materials 4 and 5, the fixing tool 19 is attached to the intermediate width adjusting portion 24, and the fixing engaging piece 64 of the upper horizontal rail 45 is attached to the upper surface of the fixing tool 19. Is hooked and fixed to the inverted L-shaped engaging hook 20 formed in the above. Next, the covering piece 67 of the lower horizontal rail 46 of the first and second module roofing materials 4 and 5 located on the ridge side is moved to the horizontal upper surface 59 of the upper horizontal rail 45 of the module roofing material 4 and 5 on the eave side.
And the curved waterproof gutter 69 of the lower horizontal rail 46 is engaged with the lower surface of the horizontal plane 57 of the upper horizontal rail 45.

【0024】ところで、現在の太陽電池の効率では、3
KWの発電を行うためには約25平方メートルの採光面
積が必要であり、一般家庭の消費電力を賄うためには最
低3636mm程度の野地幅が必要であり、施工時の安全
性及び価格の面から野地幅一間(1818mm)を2枚乃
至3枚の屋根材で仕上げることが望ましい。しかし、屋
根野地幅は家屋の大きさやデザイン等によっても異な
り、太陽電池を内蔵したモジュール屋根材4,5は切断
が不可能であるため、第1のモジュール屋根材4と第2
のモジュール屋根材5との採光板単体48の一枚分、す
なわち105mmの幅の差を利用し、野地幅に合わせて
第1及び第2のモジュール屋根材4,5の並列枚数を選
択しなければならない。
By the way, the efficiency of the current solar cell is 3
In order to generate KW, a lighting area of about 25 square meters is required. To cover the power consumption of ordinary households, a minimum land width of about 3636 mm is required. From the viewpoint of safety and price during construction, It is desirable to finish the field width (1818 mm) with two or three roofing materials. However, the width of the roof field varies depending on the size and design of the house, and the module roofing materials 4 and 5 containing the solar cells cannot be cut off.
Utilizing the difference of one daylighting plate 48 with the module roofing material 5 of the above, that is, the width of 105 mm, the number of the first and second module roofing materials 4 and 5 should be selected in parallel according to the field width. Must.

【0025】具体的な施工幅を示すと、図20及び図2
1に示すように、防水板7の防水壁16、第1及び第2
のモジュール屋根材4,5の縦桟44の垂直支脚53及
び垂直壁50がそれぞれ下部幅調整部14、中間部幅調
整部24及び上部幅調整部32の中央部に位置する時
は、各幅調整部の幅Dを11.5mm、左右の上部幅調整
部32間の距離Wを29mm、枠体47の幅Eを18.5
mmとすると、接続部材2,3の中心間の距離すなわち一
列あたりの標準施工幅Aは、前記施工幅Lが530mmの
第1のモジュール屋根材4の場合は606mm,施工幅L
が635mmの第2のモジュール屋根材5の場合は711
mmとなる。
FIG. 20 and FIG. 2 show concrete construction widths.
As shown in FIG. 1, the waterproof wall 16 of the waterproof plate 7, the first and second waterproof
When the vertical support legs 53 and the vertical walls 50 of the vertical rails 44 of the module roofing materials 4 and 5 are located at the central portions of the lower width adjusting portion 14, the intermediate width adjusting portion 24 and the upper width adjusting portion 32, respectively, The width D of the adjustment part is 11.5 mm, the distance W between the upper left and right width adjustment parts 32 is 29 mm, and the width E of the frame 47 is 18.5.
mm, the distance between the centers of the connecting members 2 and 3, that is, the standard construction width A per row is 606 mm and the construction width L in the case of the first module roofing material 4 having the construction width L of 530 mm.
Is 711 mm for the second module roofing material 5 of 635 mm
mm.

【0026】次に、第1及び第2のモジュール屋根材
4,5の組み合わせと野地幅U(図22参照)との対応
について例を挙げる。標準施工幅Aが606mmの第1の
モジュール屋根材4を6枚並列すると、適応する野地幅
Uは3636mmとなり、第1のモジュール屋根材4を5
枚と、標準施工幅Aが635mmの第2のモジュール屋根
材5を1枚並列すると、適応する野地幅Uは3741mm
となり、第1のモジュール屋根材4を4枚と、第2のモ
ジュール屋根材5を2枚並列すると、適応する野地幅U
は3846mmとなる。
Next, an example of the correspondence between the combination of the first and second module roofing materials 4 and 5 and the field width U (see FIG. 22) will be described. When six first module roofing materials 4 each having a standard construction width A of 606 mm are arranged in parallel, an applicable field width U is 3636 mm, and the first module roofing material 4 is 5
When two sheets and one second module roofing material 5 having a standard construction width A of 635 mm are arranged side by side, an applicable field ground width U is 3741 mm.
When four first module roofing materials 4 and two second module roofing materials 5 are arranged side by side, the applicable field ground width U
Is 3846 mm.

【0027】そして、防水板7の防水壁16、縦桟44
の垂直支脚53及び垂直壁50はそれぞれ約1.5mmの
厚みを有し、下部幅調整部14、中間部幅調整部24及
び上部幅調整部32内を接続部材2,3の中心方向に移
動可能な幅Iは5mm、外側縁方向に移動可能な幅Jは
5mmであり、一列あたり最大限10mmづつプラスとマイ
ナスに微調整できるので、実際の屋根野地幅Uと合計仕
上げ幅との間のプラス方向あるいはマイナス方向の誤差
が、第1のモジュール屋根材4と第2のモジュール屋根
材5との幅の差である105mmの半分以下すなわち5
2.5mm以下の場合は、接続部材2,3とモジュール屋
根材4,5と係合部の重合幅を調整することによって微
調整する。
The waterproof wall 16 of the waterproof plate 7 and the vertical rail 44
The vertical support leg 53 and the vertical wall 50 each have a thickness of about 1.5 mm, and move in the lower width adjustment unit 14, the middle width adjustment unit 24, and the upper width adjustment unit 32 toward the center of the connection members 2 and 3. The possible width I is 5 mm, the width J that can be moved in the outer edge direction is 5 mm, and the width can be finely adjusted to plus or minus 10 mm per row at maximum, so that the width between the actual roof field width U and the total finishing width can be adjusted. The error in the plus or minus direction is less than half of 105 mm, which is the difference in width between the first module roofing material 4 and the second module roofing material 5, that is, 5
In the case of 2.5 mm or less, fine adjustment is made by adjusting the overlapping width of the connection members 2 and 3, the module roofing materials 4 and 5, and the engagement portion.

【0028】合計仕上げ巾が野地幅Uに比べて広い場合
は、図23に示すように、縦桟44の垂直支脚53及び
垂直壁50を接続部材2,3の中心寄りに位置してマイ
ナス幅調整を行い、マイナス施工幅Bは第1のモジュー
ル屋根材4では596mm、第2のモジュール屋根材5で
は701mmとなる。また、合計仕上げ幅が野地幅Uに比
べて狭い場合は、図24に示すように、縦桟44の垂直
支脚53及び垂直壁50を接続部材2,3の外側縁寄り
に位置してプラス幅調整を行い、プラス施工幅Cは第1
のモジュール屋根材4では616mm、第2のモジュール
屋根材5では721mmとなる。
When the total finishing width is wider than the field width U, as shown in FIG. 23, the vertical supporting legs 53 and the vertical walls 50 of the vertical bar 44 are located near the center of the connecting members 2 and 3 and have a minus width. After adjustment, the minus construction width B is 596 mm for the first module roofing material 4 and 701 mm for the second module roofing material 5. When the total finishing width is narrower than the field width U, as shown in FIG. 24, the vertical support legs 53 and the vertical walls 50 of the vertical bar 44 are located near the outer edges of the connecting members 2 and 3, and have a plus width. After making adjustments, the plus construction width C is the first
The module roofing material 4 has a thickness of 616 mm, and the second module roofing material 5 has a length of 721 mm.

【0029】従って、モジュール屋根材4,5を6枚並
列すると、各列ごとにプラス方向に10mm、マイナス方
向に10mm微調整でき、屋根全体の微調整幅では60mm
となり、これは第1のモジュール屋根材4と第2のモジ
ュール屋根材5との幅の差である105mmの半分の5
2.5mmより大きいので、第1及び第2のモジュール
屋根材4,5を適宜選択して組み合わせ、接続部材2,
3の幅調整部において微調整を行うことにより、すべて
の野地幅に対応することができる。
Therefore, when six modular roofing materials 4 and 5 are arranged in parallel, fine adjustment of 10 mm in the plus direction and 10 mm in the negative direction is possible for each row, and the fine adjustment width of the entire roof is 60 mm.
This is half of 105 mm, which is the difference between the width of the first module roofing material 4 and the second module roofing material 5,
Since it is larger than 2.5 mm, the first and second module roofing materials 4 and 5 are appropriately selected and combined, and the connection members 2 and
By performing the fine adjustment in the width adjustment unit 3, it is possible to cope with all field widths.

【0030】例えば、野地幅Uが3981mmの場合は、
第1のモジュール屋根材4を3枚と、第2のモジュール
屋根材5を3枚並列すると、標準の合計仕上げ幅は39
51mmとなり、野地幅Uのほうが30mm広くなる。そこ
で、30mmをモジュール屋根材4,5の並列数6で割っ
た5mmを、各列ごとにプラス調整し、第1のモジュール
屋根材4の施工幅を611mm、第2のモジュール屋根材
5の施工幅を716mmとし、接続部材2,3を割り付け
れば良い。
For example, when the field width U is 3981 mm,
When three first module roofing materials 4 and three second module roofing materials 5 are arranged side by side, the standard total finishing width is 39.
It becomes 51 mm, and the field width U becomes 30 mm wider. Therefore, 5 mm, which is obtained by dividing 30 mm by the number of parallels of the module roofing materials 4 and 5, is adjusted in a plus direction for each row, so that the width of the first module roofing material 4 is 611 mm and the second module roofing material 5 is installed. The width may be 716 mm, and the connection members 2 and 3 may be allocated.

【0031】また、野地幅が3786mmの場合は、第1
のモジュール屋根材4を4枚と、第2のモジュール屋根
材5を2枚並列すると、標準の合計仕上げ幅は3846
mmとなり、野地幅Uのほうが60mm狭くなるので、60
mmを並列数6で割った10mmを各列ごとにマイナス調
整し、第1のモジュール屋根材4の施工幅を596mm、
第2のモジュール屋根材5の施工幅を701mmとし、接
続部材2,3を割り付ける。
When the field width is 3786 mm, the first
When four module roofing materials 4 and two second module roofing materials 5 are arranged in parallel, the standard total finishing width is 3846
mm, and the land width U becomes 60 mm narrower.
10mm obtained by dividing mm by the number of parallels 6 is adjusted in a minus direction for each row, and the construction width of the first module roofing material 4 is 596 mm,
The width of the second module roofing material 5 is set to 701 mm, and the connection members 2 and 3 are allocated.

【0032】第1及び第2のモジュール屋根材4,5の
組み合わせと、これに対応する屋根野地幅とを表1乃至
表5に示す。
Tables 1 to 5 show combinations of the first and second modular roofing materials 4 and 5 and the corresponding roof field widths.

【0033】[0033]

【表1】 [Table 1]

【0034】[0034]

【表2】 [Table 2]

【0035】[0035]

【表3】 [Table 3]

【0036】[0036]

【表4】 [Table 4]

【0037】[0037]

【表5】 上記表1乃至表5によれば、第1及び第2のモジュール
屋根材4,5を組み合わせた場合の許容野地幅は、その
上欄及び下欄の調整野地幅と重複しており、このことは
第1及び第2のモジュール屋根材4,5を組み合わせる
ことによってどのような野地幅の屋根にも対応できるこ
とを意味しており、このような場合は、採光板単体48
の列数が多くなるように選択すると屋根面積に対する採
光効率が増大する。
[Table 5] According to Tables 1 to 5, the allowable field width when the first and second module roofing materials 4 and 5 are combined overlaps with the adjusted field widths in the upper and lower columns. Means that any combination of the first and second module roofing materials 4 and 5 can be applied to a roof having any field width.
If the number of rows is selected to be large, the lighting efficiency with respect to the roof area increases.

【0038】例えば野地幅Uが9400mmの屋根の場合
は、第1のモジュール屋根材4を13枚と第2のモジュ
ール屋根材5を2枚組み合わせても、第1のモジュール
屋根材4を12枚と第2のモジュール屋根材5を3枚組
み合わせても、第1のモジュール屋根材4を11枚と第
2のモジュール屋根材5を4枚組み合わせても良いが、
第2のモジュール屋根材5を多くしたほうが採光板単体
48の列数が多くなり、発電効率が高くなる。この選択
幅は野地幅が広くなるほど大きくなり、採光板単体48
の並列数を多数増すことができ、施工面積に対する採光
面積の比率を高くすることが可能となる。
For example, in the case of a roof having a field width U of 9400 mm, even if 13 first module roofing materials 4 and two second module roofing materials 5 are combined, 12 first module roofing materials 4 will be used. And three second module roofing materials 5 may be combined, or 11 first module roofing materials 4 and four second module roofing materials 5 may be combined.
Increasing the number of the second module roof members 5 increases the number of rows of the daylighting plate unit 48, and increases power generation efficiency. This selection range increases as the field width increases, and the daylighting plate alone 48
Can be increased in number, and the ratio of the lighting area to the construction area can be increased.

【0039】さらに、ケラバ部分においても中間部幅調
整部24及び上部幅調整部32と同様に微調整を行うこ
とができ、ケラバ部材6の立上り壁43が側部接続部材
3の側部幅調整部38内を幅方向に摺動可能であり、図
25に示すように、側部幅調整部38の幅Fを31.5
mmとすると、立上り壁43の厚みが1.5mm程度なので
ケラバ部におけるプラス調整幅M及びマイナス調整幅N
はそれぞれ15mmとなり、左右両側を合計してプラス方
向に30mm、マイナス方向に30mm微調整することがで
きる。また、側下部接続部材33のケラバ部材押さえ片
36の標準位置からケラバ部材6の水返し突起21まで
の幅M´はプラス調整幅Mとほぼ等しいか、やや大きく
形成されている。
Further, fine adjustment can be performed in the keraba portion in the same manner as in the intermediate width adjuster 24 and the upper width adjuster 32, and the rising wall 43 of the keraba member 6 can adjust the side width of the side connection member 3. As shown in FIG. 25, the width F of the side width adjusting portion 38 is 31.5 mm.
mm, the thickness of the rising wall 43 is about 1.5 mm, so the plus adjustment width M and the minus adjustment width N
Is 15 mm each, and the left and right sides can be finely adjusted in total by 30 mm in the plus direction and 30 mm in the minus direction. Further, the width M ′ from the standard position of the fluff member holding piece 36 of the lower side connecting member 33 to the water return protrusion 21 of the fluff member 6 is substantially equal to or slightly larger than the plus adjustment width M.

【0040】そして、側部における微調整が不要のとき
は、図26に示すように、ケラバ部材6の立上り壁43
が側部接続部材3の側部幅調整部38の中央部に位置
し、合計仕上げ幅が野地幅Uより広い場合は、図27に
示すように、立上り壁43を側部接続部材3の中央寄り
に摺動してマイナス調整を行い、合計仕上げ幅が野地幅
Uより狭い場合は、図28に示すように、立上り壁43
を側部接続部材3の外側縁寄りに摺動してマイナス調整
を行う。
When the fine adjustment on the side is unnecessary, as shown in FIG.
Is located at the center of the side width adjusting portion 38 of the side connection member 3, and when the total finishing width is wider than the field width U, as shown in FIG. If the total finishing width is narrower than the field width U by sliding toward the negative side, as shown in FIG.
Is slid toward the outer edge of the side connection member 3 to perform a minus adjustment.

【0041】従って、側部幅調整を行うと、表1乃至表
5のマイナス調整野地幅及びプラス調整野地幅はそれぞ
れ30mmずつ許容幅が広くなり、この側部幅調整を利用
してさらに採光板単体48の列数を増すことができる。
さらに、屋根幅Uが軒先部分と棟部分とにおいて異なっ
たり、施工ミスが生じた場合には、側部幅調整部38の
幅Fの範囲内でこれらの誤差をケラバ部分において吸収
することができ、最終的な施工納めを容易なものとす
る。
Accordingly, when the side width adjustment is performed, the allowable width of the minus adjustment field width and the plus adjustment field width of Tables 1 to 5 is increased by 30 mm each, and the daylighting plate is further utilized by using the side width adjustment. The number of columns of the single unit 48 can be increased.
Furthermore, when the roof width U is different between the eaves portion and the ridge portion or when a construction error occurs, these errors can be absorbed in the keraba portion within the range of the width F of the side width adjusting portion 38. , Making the final construction easy.

【0042】また、枠体47の内側端と採光板単体48
との間には、先に述べたように5mmの接続間隔が形成さ
れているので、最大限にマイナス調整してモジュール屋
根材4,5を取り付けても、上部幅調整部32の外側端
と採光板単体48との間には12mm幅の間隔Kが形成さ
れ、このため、接続部材2,3によって採光板単体48
が陰ることがなく、有効に採光できる。
Further, the inner end of the frame 47 and the lighting plate unit 48
As described above, a connection interval of 5 mm is formed as described above, so that even if the module roofing members 4 and 5 are attached with a maximum negative adjustment, the connection with the outer end of the upper width adjusting portion 32 is possible. An interval K having a width of 12 mm is formed between the lighting plate unit 48 and the lighting plate unit 48.
The light can be effectively illuminated without shading.

【0043】図29は第2の実施例に係る第1のモジュ
ール屋根材4aを示し、150mm角の採光板単体48a
を幅方向に5列並べ、重量の増加を抑えるために勾配方
向の数を第1の実施例よりも1個減じて4列並べてなる
複合体49aを枠体47の内周に嵌合する。採光板単体
48aの間及び枠体47と採光板単体48aとの間には
約5mmの接続間隔が必要であり、これに枠体47の組み
込み幅である片側約10mmの幅を加えると、第1のモジ
ュール屋根材4aの複合体49aの幅は約800mmとな
り、枠体47への組み込み幅を除いた施工幅Lは約78
0mmとなる。その他の構造は図4に示す第1のモジュー
ル屋根材4とほぼ同様なので、同一部分に同一符号を付
して説明を省略する。
FIG. 29 shows a first module roofing member 4a according to the second embodiment, and a 150 mm square daylighting plate unit 48a.
Are arranged in five rows in the width direction, and in order to suppress an increase in weight, the number of the gradient directions is reduced by one from that in the first embodiment, and a composite 49 a in which four rows are arranged is fitted to the inner periphery of the frame 47. A connection interval of about 5 mm is required between the daylighting plate unit 48a and between the frame body 47 and the daylighting plate unit 48a. The width of the composite 49a of the first module roofing material 4a is about 800 mm, and the construction width L excluding the width of being incorporated into the frame 47 is about 78.
0 mm. Other structures are almost the same as those of the first module roofing material 4 shown in FIG. 4, and therefore, the same portions are denoted by the same reference characters and description thereof is omitted.

【0044】図30は第2の実施例に係る第2のモジュ
ール屋根材5aを示し、複合体78aは採光板単体48
aを幅方向に6列、勾配方向に4列並べて成り、複合体
78aの幅は約955mmとなり、枠体47への組み込み
幅を除いた施工幅Lは約935mmとなる。その他の構造
は図16に示す第2のモジュール屋根材5とほぼ同様な
ので、同一部分に同一符号を付して説明を省略する。
FIG. 30 shows a second module roofing material 5a according to the second embodiment, and a composite 78a is a single daylighting plate 48.
a is composed of six rows in the width direction and four rows in the gradient direction. The width of the composite 78a is about 955 mm, and the construction width L excluding the width of the composite body 78 is about 935 mm. Other structures are almost the same as those of the second module roofing material 5 shown in FIG. 16, and therefore, the same portions are denoted by the same reference characters and description thereof is omitted.

【0045】また、中間部接続部材22は下部接続部材
を備えておらず、図31に示すように、接続部材本体8
0と接続部材カバー81とよりなり、接続部材本体80
は水平取り付け面82の両端下部に上方に開口する広幅
溝状の中間部幅調整部83が設けられている。接続部材
本体80のその他の構成及び接続部材カバー81の構成
は、それぞれ図2に示す上部接続部材9及び接続部材カ
バー10とほぼ同様なので、同一部分に同一符号を付し
て説明を省略する。
The intermediate connecting member 22 does not have a lower connecting member, and as shown in FIG.
0 and a connection member cover 81, and a connection member body 80
In the lower part of the horizontal mounting surface 82, there is provided a wide groove-shaped intermediate part width adjusting part 83 which opens upward. Other configurations of the connection member main body 80 and the configuration of the connection member cover 81 are substantially the same as those of the upper connection member 9 and the connection member cover 10 shown in FIG. 2, respectively, and thus the same portions are denoted by the same reference numerals and description thereof will be omitted.

【0046】側部接続部材23は側下部接続部材を備え
ておらず、側部接続部材本体84と側部接続部材カバー
85とよりなり、側部接続部材本体84は水平取り付け
面82の内側端下部に中間部幅調整部83が設けられ、
水平取り付け面82の外側端部に下方に開口する広幅溝
状の側部幅調整部86が形成され、側部幅調整部86の
外側端上面に側端面垂直壁41´が立設され、側部接続
部材カバー85のケラバ寄り下面には側端面垂直壁41
´の上端部内面に係合する係止脚30´が設けられてい
る。側部接続部材本体84及び側部接続部材カバー85
のその他の構成は、それぞれ図2に示す側上部接続部材
34及び側部接続部材カバー35とほぼ同様なので、同
一部分に同一符号を付して説明を省略する。
The side connecting member 23 does not have a lower side connecting member, and is composed of a side connecting member main body 84 and a side connecting member cover 85. The side connecting member main body 84 is an inner end of the horizontal mounting surface 82. An intermediate width adjustment unit 83 is provided at the lower part,
At the outer end of the horizontal mounting surface 82, a wide groove-shaped side width adjusting portion 86 that opens downward is formed, and the side end surface vertical wall 41 'is erected on the upper surface of the outer end of the side width adjusting portion 86. A side end vertical wall 41 is provided on the lower surface of the part connection member cover 85 near the keraba.
A locking leg 30 'is provided for engaging the inner surface of the upper end of the'. Side connection member body 84 and side connection member cover 85
Are substantially the same as the upper side connecting member 34 and the side connecting member cover 35 shown in FIG. 2, respectively, and therefore, the same portions are denoted by the same reference numerals and description thereof is omitted.

【0047】中間部接続部材22及び側部接続部材23
によってモジュール屋根材4a,5aを葺くには、中間
部幅調整部83を屋根下地上面に当接し、接続部材本体
80及び側部接続部材本体84を勾配方向に沿って配置
すると共に、ボルト17で固定し、中間部幅調整部83
に第1及び第2のモジュール屋根材4a,5aの垂直支
脚53の下端を差し込み、接続部材本体80及び側部接
続部材本体84の上に接続部材カバー81及び側部接続
部材カバー85を取り付け、縦桟44の垂直壁50の上
端を上部幅調整部32内に挿入する。また、ケラバ部材
6の立上がり壁43を側部接続部材本体84の側部幅調
整部86内に挿入し、ケラバ部材6が側部接続部材3の
外方に取り付けられる。
Intermediate connection member 22 and side connection member 23
In order to roof the module roofing materials 4a and 5a, the intermediate width adjusting portion 83 is brought into contact with the upper surface of the roof base, the connecting member main body 80 and the side connecting member main body 84 are arranged along the gradient direction, and the bolts 17 are used. Fixed, middle width adjustment unit 83
The lower ends of the vertical support legs 53 of the first and second module roof members 4a and 5a are inserted into the first and second connection members, and the connection member cover 81 and the side connection member cover 85 are mounted on the connection member body 80 and the side connection member body 84, respectively. The upper end of the vertical wall 50 of the vertical rail 44 is inserted into the upper width adjusting section 32. Further, the rising wall 43 of the keraba member 6 is inserted into the side width adjusting portion 86 of the side connection member main body 84, and the keraba member 6 is attached to the outside of the side connection member 3.

【0048】なお、この実施例のモジュール屋根材4
a,5aの幅は第1の実施例のモジュール屋根材4,5
より幅が広いので、中間部幅調整部83及び上部幅調整
部32の幅は15.5mm、枠体47の幅Eは23.5mm
に設定され、接続部材22,23の中心間の距離すなわ
ち一列あたりの標準施工幅Aは、前記施工幅Lが780
mmの第1のモジュール屋根材4aの場合は870mm,施
工幅Lが935mmの第2のモジュール屋根材5aの場合
は1025mmとなる。
The module roofing material 4 of this embodiment
The widths of a and 5a are the module roofing materials 4 and 5 of the first embodiment.
Since the width is wider, the width of the intermediate width adjusting portion 83 and the upper width adjusting portion 32 is 15.5 mm, and the width E of the frame 47 is 23.5 mm.
, The distance between the centers of the connecting members 22 and 23, that is, the standard working width A per row, is such that the working width L is 780.
In the case of the first module roofing material 4a of mm, it is 870 mm, and in the case of the second module roofing material 5a having the construction width L of 935 mm, it is 1025 mm.

【0049】第1及び第2のモジュール屋根材4a,5
aの組み合わせと野地幅Uとの対応について例を挙げる
と、第1のモジュール屋根材4aを6枚並列すると合計
仕上げ幅は5220mmとなり、第1のモジュール屋根材
4aを6枚並列と第2のモジュール屋根材5aを1枚並
列すると合計仕上げ幅は6245mmとなり、この合計仕
上げ幅が実際の野地幅Uに対応すると、縦桟44の垂直
支脚53及び垂直壁50はそれぞれ中間部幅調整部83
及び上部幅調整部32の中央部に位置し、微調整を行う
必要はない。
First and second modular roofing materials 4a, 5
To give an example of the correspondence between the combination of a and the ground width U, if six first module roofing materials 4a are arranged in parallel, the total finishing width becomes 5220 mm, and six first module roofing materials 4a are arranged in parallel and the second When one module roofing material 5a is juxtaposed, the total finishing width becomes 6245 mm. When this total finishing width corresponds to the actual field width U, the vertical support 53 and the vertical wall 50 of the vertical rail 44 are each provided with an intermediate width adjusting portion 83.
It is located at the center of the upper width adjustment unit 32 and does not require fine adjustment.

【0050】また、図32及び図33に示すように、縦
桟44の垂直支脚53及び垂直壁50はそれぞれ約1.
5mmの厚みを有し、中間部幅調整部83及び上部幅調整
部32の幅は15.5mmなので、接続部材22,23の
中心方向に移動可能な幅Iは7mm、外側縁方向に移動可
能な幅Jは7mmであり、一列あたり最大限14mmづつプ
ラスとマイナスに微調整できるので、実際の屋根野地幅
Uと合計仕上げ幅とに誤差がある場合は、接続部材2
2,23とモジュール屋根材4a,5aとの係合部の重
合幅を調整することによって微調整する。
As shown in FIGS. 32 and 33, the vertical support legs 53 and the vertical walls 50 of the vertical rail 44 are respectively about 1.
It has a thickness of 5 mm, and the width of the middle width adjustment portion 83 and the upper width adjustment portion 32 is 15.5 mm. Therefore, the width I that can be moved in the center direction of the connection members 22 and 23 is 7 mm and can be moved in the outer edge direction. The width J is 7 mm, and it can be finely adjusted to plus and minus by 14 mm per row at the maximum. If there is an error between the actual roof field width U and the total finishing width, the connecting member 2
Fine adjustment is made by adjusting the overlapping width of the engaging portion between the module roof members 2 and 23 and the module roof members 4a and 5a.

【0051】さらに、図34に示すように、側部幅調整
部86の幅Fは図25に示す側部幅調整部38と同様3
1.5mmであり、ケラバ部におけるプラス調整幅M及び
マイナス調整幅Nはそれぞれ15mmなので、左右両側を
合計してプラス方向に30mm、マイナス方向に30mm微
調整することができる。そして、合計仕上げ巾が野地幅
Uに比べて広い場合は、中間部幅調整部83及び上部幅
調整部32と同じく微調整を行い、図35に示すよう
に、縦桟44の垂直支脚53及び垂直壁50を接続部材
22,23の中心寄りに位置してマイナス幅調整を行
い、マイナス施工幅Bは第1のモジュール屋根材4aで
は870mmから14mmマイナス幅調整をして856mm、
第2のモジュール屋根材5aでは1025mmから14mm
マイナス幅調整をして1011mmとなる。また、合計仕
上げ幅が野地幅Uに比べて狭い場合は、図36に示すよ
うに、縦桟44の垂直支脚53及び垂直壁50を接続部
材22,23の外側縁寄りに位置してプラス幅調整を行
い、プラス施工幅Cは第1のモジュール屋根材4aでは
870mmに14mmプラス幅調整をして884mm、第2の
モジュール屋根材5aでは1025mmに14mmプラス幅
調整を行い1039mmとなる。
Further, as shown in FIG. 34, the width F of the side width adjusting section 86 is the same as that of the side width adjusting section 38 shown in FIG.
Since the plus adjustment width M and the minus adjustment width N at the edge portion are 15 mm, the left and right sides can be finely adjusted by 30 mm in the plus direction and 30 mm in the minus direction. When the total finishing width is wider than the field width U, fine adjustment is performed in the same manner as the intermediate width adjusting section 83 and the upper width adjusting section 32, and as shown in FIG. The vertical wall 50 is positioned near the center of the connecting members 22 and 23 to perform a minus width adjustment, and the minus construction width B is set to 856 mm by performing a minus width adjustment of 870 mm to 14 mm in the first module roofing material 4a.
1025mm to 14mm for the second modular roofing material 5a
By adjusting the minus width, it becomes 1011 mm. When the total finishing width is narrower than the field width U, as shown in FIG. 36, the vertical support 53 and the vertical wall 50 of the vertical bar 44 are located near the outer edges of the connecting members 22 and 23 and have a plus width. After the adjustment, the plus construction width C is set to 870 mm for the first module roofing material 4a and adjusted to 14 mm plus width to 884 mm, and to the second module roofing material 5a to 1025 mm and adjusted to 1425 plus width by 1039 mm.

【0052】例えば、野地幅Uが5447mmの場合は、
第1のモジュール屋根材4aを5枚と、第2のモジュー
ル屋根材5aを1枚並列すると、標準の合計仕上げ幅は
5375mmとなり、野地幅Uのほうが72mm広くなる。
そこで、72mmをモジュール屋根材4a,5aの並列数
6で割った12mmを、各列ごとにプラス調整し、第1の
モジュール屋根材4aの施工幅を882mm、第2のモジ
ュール屋根材5aの施工幅を1037mmとし、接続部材
22,23を割り付ければよい。
For example, if the field width U is 5447 mm,
When five first module roofing materials 4a and one second module roofing material 5a are arranged in parallel, the standard total finishing width is 5375 mm, and the field width U is 72 mm wider.
Therefore, 12 mm, which is obtained by dividing 72 mm by the number 6 of the module roofing materials 4a and 5a in parallel, is plus-adjusted for each row, the working width of the first module roofing material 4a is 882 mm, and the construction of the second module roofing material 5a is The width may be 1037 mm, and the connection members 22 and 23 may be allocated.

【0053】また、野地幅Uが5488mmの場合は、第
1のモジュール屋根材4aを4枚と、第2のモジュール
屋根材5aを2枚並列すると、標準の合計仕上げ幅は5
530mmとなり、野地幅Uのほうが42mm狭くなる。
そこで、42mmをモジュール屋根材4a,5aの並列
数6で割った7mmを各列ごとにマイナス調整し、第1の
モジュール屋根材4aの施工幅を863mm、第2のモジ
ュール屋根材5aの施工幅を1018mmとし、接続部材
22,23を割り付ければよい。
When the field width U is 5488 mm, when four first module roof members 4a and two second module roof members 5a are arranged in parallel, the standard total finishing width is 5 mm.
530 mm, and the field width U becomes 42 mm narrower.
Therefore, 7 mm, which is obtained by dividing 42 mm by the number of parallel of the module roof materials 4a and 5a, is minus-adjusted for each row, so that the construction width of the first module roof material 4a is 863 mm and the construction width of the second module roof material 5a. Is set to 1018 mm, and the connection members 22 and 23 may be allocated.

【0054】第1及び第2のモジュール屋根材4a,5
aの組み合わせと、これに対応する屋根野地幅とを表6
乃至表9に示す。
First and second modular roofing materials 4a, 5
Table 6 shows the combinations of “a” and the corresponding roof field width.
To Table 9 below.

【0055】[0055]

【表6】 [Table 6]

【0056】[0056]

【表7】 [Table 7]

【0057】[0057]

【表8】 [Table 8]

【0058】[0058]

【表9】 表6乃至表10においても、ある野地幅に対して第1の
モジュール屋根材4aと第2のモジュール屋根材5aと
の組み合わせを複数選択することができるが、先に述べ
た第1の実施例と同様に、採光板単体48の列数が多く
なるように選択して採光効率を高めるようにする。
[Table 9] Also in Tables 6 to 10, a plurality of combinations of the first module roofing material 4a and the second module roofing material 5a can be selected for a certain field width, however, the first embodiment described above is used. Similarly to the above, the number of rows of the lighting plate unit 48 is selected so as to increase, and the lighting efficiency is increased.

【0059】また、この場合も、野地幅が広いほど微調
整によって採光板単体48の列数を増やすことができ、
採光面積を広くすることが可能となる。さらに、最大限
にマイナス調整してモジュール屋根材4a,5aを取り
付けた場合、上部幅調整部32の外側端と採光板単体4
8との間隔Kは13mmとなり、接続部材22,23によ
って採光板単体48が陰ることがない。
Also in this case, the number of rows of the daylighting plate unit 48 can be increased by fine adjustment as the field width becomes wider.
It is possible to increase the daylighting area. Further, when the module roof members 4a and 5a are attached with the maximum negative adjustment, the outer end of the upper width adjusting portion 32 and the
The distance K between the light-collecting plate 8 and the light-collecting plate 8 is 13 mm.

【0060】また、側部接続部材本体84の側部幅調整
部86の幅Fは側下部接続部材33の側部幅調整部38
の幅Fと同じ31.5mmであり、立上り壁43の厚みが
1.5mm程度なので、ケラバ部におけるプラス調整幅M
及びマイナス調整幅Nもそれぞれ15mmとなり、左右両
側を合計してプラス方向に30mm、マイナス方向に30
mm微調整することができ、側部における微調整が不要の
ときは、図31に示すように、ケラバ部材6の立上り壁
43が側部幅調整部86の中央部に位置し、合計仕上げ
幅が野地幅Uより広い場合は、図35に示すように、立
上り壁43を側部接続部材23の中央寄りに摺動してマ
イナス調整を行い、合計仕上げ幅が野地幅Uより狭い場
合は、図36に示すように、立上り壁43を側部接続部
材23の外側縁寄りに摺動してマイナス調整を行う。
The width F of the side width adjusting portion 86 of the side connecting member main body 84 is equal to the side width adjusting portion 38 of the side lower connecting member 33.
Is equal to the width F of 31.5 mm, and the thickness of the rising wall 43 is about 1.5 mm.
And the negative adjustment width N is also 15 mm, respectively, and the total of both left and right sides is 30 mm in the plus direction and 30 mm in the minus direction.
mm can be finely adjusted, and when fine adjustment on the side portion is unnecessary, as shown in FIG. 31, the rising wall 43 of the keraba member 6 is located at the center of the side width adjustment portion 86, and the total finishing width 35 is larger than the field width U, as shown in FIG. 35, the rising wall 43 is slid toward the center of the side connection member 23 to perform a negative adjustment, and when the total finishing width is smaller than the field width U, As shown in FIG. 36, the rising wall 43 is slid toward the outer edge of the side connection member 23 to perform the negative adjustment.

【0061】なお、採光板単体48の大きさ、モジュー
ル屋根材における採光板単体48の並列数及び接続部材
の幅調整部の幅等は適宜変更することが可能である。
The size of the daylighting plate unit 48, the number of the daylighting plate unit 48 in the module roofing material in parallel, the width of the width adjusting portion of the connecting member, and the like can be changed as appropriate.

【0062】また、幅の狭い100mm角の採光板単体4
8を幅方向に8列並べたモジュール屋根材と9列並べた
モジュール屋根材とを用い、屋根幅1間を2枚のモジュ
ール屋根材によって葺くと、幅調整が更に容易となる。
Further, a single 100 mm square daylighting plate 4 having a narrow width
By using a module roofing material in which 8 rows are arranged in the width direction and a module roofing material in which 9 rows are arranged, and the roof width 1 is covered with two module roofing materials, the width adjustment is further facilitated.

【0063】[0063]

【発明の効果】本発明の太陽電池利用屋根装置は、幅方
向の採光板単体の数が一個異なる第1及び第2のモジュ
ール屋根材を適宜数組み合わせ、中間部及び側部接続部
材の幅調整部に前記第1及び第2のモジュール屋根材の
側縁を幅方向に摺動可能に係合して接続するので、第1
及び第2のモジュール屋根材の組み合わせを変えること
により、様々な広さの野地幅を有する屋根に対応するこ
とができ、幅調整部と屋根材の側縁との係合深さを変え
て微調整することによって、規格品の屋根材のみを用い
てあらゆる野地幅の屋根を葺くことが可能で、しかも、
屋根材に切断、切欠、ハンダ付け等の加工を施す必要が
無く、施工が極めて容易となり、コストを大幅に削減す
ることができる。
According to the roofing device utilizing solar cells of the present invention, the number of first and second module roofing members having a different number of light-collecting plates in the width direction by an appropriate number is appropriately combined to adjust the width of the intermediate portion and the side portion connecting member. Since the first and second module roofing members are slidably engaged in the width direction and connected to the first and second module roofing members,
By changing the combination of the and the second modular roofing material, it is possible to cope with roofs having various widths of the field, and by changing the engagement depth between the width adjusting portion and the side edge of the roofing material, By making adjustments, it is possible to roof roofs of all widths using only standard roof materials,
There is no need to cut, cut, or solder the roofing material, which makes the construction extremely easy and significantly reduces costs.

【0064】また、微調整幅を変えることによって採光
板単体の並列数を増加することができ、屋根面積に対す
る採光面積の比率を大きくして採光効率を高めることが
可能となる。
Further, by changing the fine adjustment width, the number of parallel light-receiving plates can be increased, and the ratio of the light-receiving area to the roof area can be increased to increase the light-receiving efficiency.

【図面の簡単な説明】[Brief description of the drawings]

【図1】太陽電池利用屋根の斜視図FIG. 1 is a perspective view of a roof using solar cells.

【図2】本発明の第1の実施例を示す太陽電池利用屋根
の中央部横断面図
FIG. 2 is a cross-sectional view of a central part of a roof using solar cells, showing a first embodiment of the present invention.

【図3】本発明の第1の実施例を示す太陽電池利用屋根
の側部横断面図
FIG. 3 is a side cross-sectional view of a solar cell-based roof showing a first embodiment of the present invention.

【図4】本発明の第1の実施例に係る第1のモジュール
屋根材の斜視図
FIG. 4 is a perspective view of a first modular roofing material according to the first embodiment of the present invention.

【図5】縦桟の側面図FIG. 5 is a side view of a vertical crosspiece.

【図6】縦桟の断面図FIG. 6 is a cross-sectional view of a vertical rail.

【図7】上横桟の側面図FIG. 7 is a side view of the upper horizontal rail.

【図8】上横桟の断面図FIG. 8 is a sectional view of the upper horizontal rail.

【図9】下横桟の側面図FIG. 9 is a side view of the lower horizontal rail.

【図10】下横桟の断面図FIG. 10 is a sectional view of the lower horizontal rail.

【図11】複合体支持桟の側面図FIG. 11 is a side view of a composite support bar.

【図12】複合体支持桟の断面図FIG. 12 is a sectional view of a composite support bar.

【図13】本発明の第1の実施例に係る第1のモジュー
ル屋根材の平面図
FIG. 13 is a plan view of a first modular roofing material according to the first embodiment of the present invention.

【図14】図13のa−a線断面図14 is a sectional view taken along line aa of FIG.

【図15】図13のb−b線断面図FIG. 15 is a sectional view taken along line bb of FIG. 13;

【図16】本発明の第1の実施例に係る第2のモジュー
ル屋根材の斜視図
FIG. 16 is a perspective view of a second modular roofing material according to the first embodiment of the present invention.

【図17】本発明の第1の実施例に係る第2のモジュー
ル屋根材の平面図
FIG. 17 is a plan view of a second modular roofing material according to the first embodiment of the present invention.

【図18】本発明の第1の実施例を示す太陽電池利用屋
根の軒部縦断面図
FIG. 18 is a longitudinal sectional view of an eaves part of a roof using solar cells, showing a first embodiment of the present invention.

【図19】本発明の第1の実施例を示す太陽電池利用屋
根の中央部縦断面図
FIG. 19 is a longitudinal sectional view of a central part of a roof using solar cells, showing a first embodiment of the present invention.

【図20】本発明の第1の実施例を示す太陽電池利用屋
根の0調整時の中央部横断面図
FIG. 20 is a central cross-sectional view of the roof using solar cells at the time of zero adjustment, showing the first embodiment of the present invention.

【図21】本発明の第1の実施例を示す太陽電池利用屋
根の要部断面図
FIG. 21 is a sectional view of a main part of a roof using solar cells, showing a first embodiment of the present invention.

【図22】施工幅と野地幅との関係を示す太陽電池利用
屋根の模式図
FIG. 22 is a schematic view of a roof using solar cells, showing a relationship between a construction width and a field width.

【図23】本発明の第1の実施例を示す太陽電池利用屋
根のマイナス調整時の中央部横断面図
FIG. 23 is a cross-sectional view of a central portion of the roof using solar cells at the time of minus adjustment, showing the first embodiment of the present invention.

【図24】本発明の第1の実施例を示す太陽電池利用屋
根のプラス調整時の中央部横断面図
FIG. 24 is a central cross-sectional view of the roof using solar cells at the time of positive adjustment, showing the first embodiment of the present invention.

【図25】本発明の第1の実施例を示す太陽電池利用屋
根の側部横断面図
FIG. 25 is a side cross-sectional view of a solar cell-based roof showing the first embodiment of the present invention.

【図26】本発明の第1の実施例を示す太陽電池利用屋
根の0調整時の側部横断面図
FIG. 26 is a side cross-sectional view of the roof using solar cells at the time of zero adjustment, showing the first embodiment of the present invention.

【図27】本発明の第1の実施例を示す太陽電池利用屋
根のマイナス調整時の側部横断面図
FIG. 27 is a side cross-sectional view of the roof using solar cells at the time of minus adjustment, showing the first embodiment of the present invention.

【図28】本発明の第1の実施例を示す太陽電池利用屋
根のプラス調整時の側部横断面図
FIG. 28 is a side cross-sectional view of the roof using solar cells during positive adjustment according to the first embodiment of the present invention.

【図29】本発明の第2の実施例に係る第1のモジュー
ル屋根材の斜視図
FIG. 29 is a perspective view of a first modular roofing material according to a second embodiment of the present invention.

【図30】本発明の第2の実施例に係る第2のモジュー
ル屋根材の斜視図
FIG. 30 is a perspective view of a second modular roofing material according to the second embodiment of the present invention.

【図31】本発明の第2の実施例を示す太陽電池利用屋
根の0調整時の横断面図
FIG. 31 is a cross-sectional view at the time of zero adjustment of a roof using solar cells according to a second embodiment of the present invention.

【図32】本発明の第2の実施例を示す太陽電池利用屋
根の中間部幅調整部付近の断面図
FIG. 32 is a sectional view showing the vicinity of an intermediate width adjusting portion of a solar cell-based roof according to a second embodiment of the present invention.

【図33】本発明の第2の実施例を示す太陽電池利用屋
根の上部幅調整部付近の断面図
FIG. 33 is a sectional view showing the vicinity of an upper width adjusting portion of a solar cell-based roof according to a second embodiment of the present invention.

【図34】本発明の第2の実施例を示す太陽電池利用屋
根の側部幅調整部付近の断面図
FIG. 34 is a cross-sectional view showing the vicinity of a side width adjusting portion of a solar cell-based roof according to a second embodiment of the present invention.

【図35】本発明の第2の実施例を示す太陽電池利用屋
根のマイナス調整時の横断面図
FIG. 35 is a transverse cross-sectional view of a roof using solar cells at the time of minus adjustment according to the second embodiment of the present invention.

【図36】本発明の第2の実施例を示す太陽電池利用屋
根のプラス調整時の横断面図
FIG. 36 is a cross-sectional view of a roof using solar cells at the time of positive adjustment, showing a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 太陽電池利用屋根 2,23 中間部接続部材 3,23 側部接続部材 4,4a 第1のモジュール屋根材 5,5a 第2のモジュール屋根材 6 ケラバ部材 7 防水板 8 下部接続部材 9 上部接続部材 10,81 接続部材カバー 14 下部幅調整部 16 防水壁 24,83 中間部幅調整部 32 上部幅調整部 33 側下部接続部材 34 側上部接続部材 35,85 側部接続部材カバー 38,86 側部幅調整部 43 立上り壁 44 縦桟 45 上横桟 46 下横桟 47 枠体 48 採光板単体 49,49a,78,78a 複合体 50 垂直壁 53 垂直支脚 71 支持桟 80 接続部材本体 84 側部接続部材本体 DESCRIPTION OF SYMBOLS 1 Roof using a solar cell 2, 23 Intermediate connection member 3, 23 Side connection member 4, 4a First module roof material 5, 5a Second module roof material 6 Keraba member 7 Waterproof plate 8 Lower connection member 9 Upper connection Member 10, 81 Connection member cover 14 Lower width adjustment part 16 Waterproof wall 24, 83 Intermediate part width adjustment part 32 Upper width adjustment part 33 Side lower connection member 34 Side upper connection member 35, 85 Side connection member cover 38, 86 side Part width adjusting part 43 Upstanding wall 44 Vertical beam 45 Upper horizontal beam 46 Lower horizontal beam 47 Frame 48 Lighting plate unit 49, 49a, 78, 78a Composite 50 Vertical wall 53 Vertical support 71 Support beam 80 Connecting member body 84 Side portion Connection member body

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭62−178650(JP,A) 特開 平2−8448(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04D 3/40 E04D 13/18 H01L 31/04 F16S 13/02 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-62-178650 (JP, A) JP-A-2-8448 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04D 3/40 E04D 13/18 H01L 31/04 F16S 13/02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 太陽電池を内蔵した第1の採光板単体を
幅方向及び前記幅方向に直交する勾配方向に複数並列し
た第1のモジュール屋根材と、前記第1の採光板単体と
同寸法の第2の採光板単体を幅方向及び勾配方向に並列
すると共に、その幅方向の採光板単体の数が前記第1の
モジュール屋根材の幅方向の採光板単体の数より一個多
い第2のモジュール屋根材と、両外側縁に沿って前記第
1及び第2のモジュール屋根材の側縁を幅方向に摺動可
能に係合する幅調整部を有する中間部接続部材と、一外
側縁に沿って前記第1及び第2のモジュール屋根材の側
縁を幅方向に摺動可能に係合する幅調整部を有する側部
接続部材とからなることを特徴とする太陽電池利用屋根
装置。
1. A first module roofing material in which a plurality of first daylighting plates each containing a solar cell are arranged in parallel in a width direction and a gradient direction orthogonal to the width direction, and have the same dimensions as the first daylighting plate alone. The second light collecting plate alone is arranged in the width direction and the gradient direction in parallel, and the number of the light collecting plate alone in the width direction is one larger than the number of the light collecting plate alone in the width direction of the first module roofing material. An intermediate connection member having a module roofing material, a width adjustment portion that slidably engages the side edges of the first and second module roofing materials in the width direction along both outer edges, And a side connection member having a width adjusting portion that slidably engages side edges of the first and second module roof members in the width direction along the roof.
JP04332249A 1992-11-19 1992-11-19 Roof device using solar cells Expired - Fee Related JP3092078B2 (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
JP04332249A JP3092078B2 (en) 1992-11-19 1992-11-19 Roof device using solar cells
EP93308690A EP0599497A1 (en) 1992-11-19 1993-10-29 Roof system utilizing a solar cell
AU50345/93A AU669399B2 (en) 1992-11-19 1993-10-29 Roof system utilizing a solar cell
CA002102754A CA2102754A1 (en) 1992-11-19 1993-11-09 Roof system utilizing a solar cell
CN93114785A CN1087696A (en) 1992-11-19 1993-11-18 Utilize the roof system of solar cell
KR1019930024638A KR940011755A (en) 1992-11-19 1993-11-18 Solar powered roof device
NO934174A NO934174L (en) 1992-11-19 1993-11-18 Roof system that uses a solar cell
US08/155,306 US5497587A (en) 1992-11-19 1993-11-19 Roof system utilizing a solar cell
US08/581,960 US5706617A (en) 1992-11-19 1996-01-02 Roof system utilizing a solar cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04332249A JP3092078B2 (en) 1992-11-19 1992-11-19 Roof device using solar cells

Publications (2)

Publication Number Publication Date
JPH06158798A JPH06158798A (en) 1994-06-07
JP3092078B2 true JP3092078B2 (en) 2000-09-25

Family

ID=18252845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04332249A Expired - Fee Related JP3092078B2 (en) 1992-11-19 1992-11-19 Roof device using solar cells

Country Status (1)

Country Link
JP (1) JP3092078B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106664055B (en) 2014-06-27 2019-12-17 住友电气工业株式会社 Photovoltaic module and photovoltaic panel
US11894804B2 (en) 2014-06-27 2024-02-06 Sumitomo Electric Industries, Ltd. Photovoltaic module, photovoltaic panel, and production method for photovoltaic module
CN109339351B (en) * 2018-11-06 2024-02-13 江苏广源幕墙装饰工程有限公司 Roof solar lighting roof device
JP7377623B2 (en) * 2019-05-15 2023-11-10 株式会社カネカ roof structure

Also Published As

Publication number Publication date
JPH06158798A (en) 1994-06-07

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