JPS601131Y2 - Drainage structure of vertical frame for panel mounting - Google Patents
Drainage structure of vertical frame for panel mountingInfo
- Publication number
- JPS601131Y2 JPS601131Y2 JP9754379U JP9754379U JPS601131Y2 JP S601131 Y2 JPS601131 Y2 JP S601131Y2 JP 9754379 U JP9754379 U JP 9754379U JP 9754379 U JP9754379 U JP 9754379U JP S601131 Y2 JPS601131 Y2 JP S601131Y2
- Authority
- JP
- Japan
- Prior art keywords
- vertical frame
- vertical
- gutter
- weir plate
- drainage structure
- 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
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/40—Solar thermal energy, e.g. solar towers
- Y02E10/44—Heat exchange systems
Landscapes
- Building Environments (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【考案の詳細な説明】
本考案は屋根板又は太陽熱集熱器等のパネルを取付ける
。[Detailed description of the invention] This invention attaches panels such as roof plates or solar heat collectors.
たて枠間の排水構造に関する。建築物の傾斜面上にこの
種のパ、、ネルを取付けるには、通常傾斜方向に沿って
たて枠を並列し、並列しkたて枠間にパネルを設ける。Regarding drainage structure between vertical frames. To install this type of panel on the slope of a building, vertical frames are usually arranged in parallel along the slope direction, and panels are provided between the parallel vertical frames.
pたて枠は押出し成形板等により製作した長尺型材を使
用する場合が多いがトラック輸送及び現場での施工性を
考慮して通常線5rrLの長さに切断される。The vertical frame is often made of a long material made from an extruded plate or the like, but it is usually cut to a length of 5rrL in consideration of truck transportation and on-site construction.
従って大型建築物の施工にあたって長手方向に複数個の
たて枠を使用する必要を生ずる。Therefore, when constructing a large building, it becomes necessary to use a plurality of vertical frames in the longitudinal direction.
一方上記のようにパネルを取付けるたて枠にあっては、
バネルトタて枠間の水密部に雨水の漏れを生じこれが建
築物の表面を伝って被害を及ぼす心配がある。On the other hand, when it comes to the vertical frame to which the panel is attached as shown above,
There is a concern that rainwater may leak from the watertight areas between the panels and run down the surface of the building, causing damage.
上記の対策として従来から使用されている構造は、輸送
及び施工に不都合な極めて長尺のたて杵を使用し、或は
瓦棒型式等の複雑な構造にして極力雨水の漏れのないよ
うにしたものて列置根本的な解決策とは云えなかった。The structures conventionally used as a countermeasure for the above problems use extremely long vertical pestles, which are inconvenient for transportation and construction, or use complex structures such as tile rods to prevent rainwater leakage as much as possible. However, it could not be said that it was a fundamental solution.
又上部のたて枠は金属性材料で製作されφ、ため外気の
変化により長手方向に膨張収縮して建築物に対する固定
及び継合に支障を来たした。Furthermore, since the upper vertical frame is made of a metal material, it expands and contracts in the longitudinal direction due to changes in the outside air, making it difficult to fix and connect it to the building.
本考案は上記を考慮してなされたもので、たて枠に形成
した頓状碑で漏水を処理するのみならず、たて枠を比較
的璋い:型材で形成して端面間に熱変化に対応する。The present invention was developed in consideration of the above, and it not only treats water leakage with a ridge-shaped monument formed on the vertical frame, but also makes the vertical frame relatively flexible: the vertical frame is formed with a molded material to prevent heat change between the end faces. corresponds to
適宜間隙を設けて上記の欠点の解決を計ったものである
。The above-mentioned drawbacks were solved by providing appropriate gaps.
以下、建築物思、根に本考案のたて枠にょって太陽熱集
熱器を取付けた実施例にっ:き本考案を詳細に説明する
。The present invention will be explained in detail below using an example in which a solar heat collector is attached to the base of a building using the vertical frame of the present invention.
第1図においテ1.は建箒物犀根の傾斜面上に並列した
たて枠で1.2けよ記並列しtこまたて枠間に該たて枠
に取付けられたパネル即ち、集熱器である。Figure 1 shows 1. The vertical frames are arranged in parallel on the sloping surface of the tate broom, and the panels, ie, the heat collectors, are attached to the vertical frames between the vertical frames.
たて枠1はボルト等の手段で屋根に固定され、又長手方
向に配置したたて枠:1,1間には間隔Aを設ける。The vertical frame 1 is fixed to the roof by bolts or the like, and a distance A is provided between the vertical frames 1 arranged in the longitudinal direction.
第2図に示すようにたて枠1はほぼ山形断面の型材で形
成され、その断面形状によってたて骨1aの両側に夫々
上部樋状溝P、P及び下部樋状溝Q、 Qを備える。As shown in FIG. 2, the vertical frame 1 is formed of a material with a substantially chevron-shaped cross section, and due to its cross-sectional shape, upper gutter-like grooves P, P and lower gutter-like grooves Q, Q are provided on both sides of the vertical bone 1a, respectively. .
1bは集熱器支持部で、支持バッキング3、押圧バッキ
ング4及び押えカバー5を介して集熱器2をたて枠1に
取付ける。Reference numeral 1b denotes a heat collector support part, and the heat collector 2 is attached to the vertical frame 1 via a support backing 3, a press backing 4, and a presser cover 5.
本実施例の集熱器2は透光板6、集熱板7を含み両板の
四周縁部をスペーサ部板8及びシール材9で密閉包囲し
たものである。The heat collector 2 of this embodiment includes a transparent plate 6 and a heat collecting plate 7, and the four peripheral edges of both plates are hermetically surrounded by a spacer plate 8 and a sealing material 9.
ICはよこ枠取付は部である。The IC is attached to the horizontal frame.
上記のたて枠1は野地板10を介して垂木部材11にホ
ルトで結合する。The above-mentioned vertical frame 1 is connected to the rafter members 11 with bolts through the roofing boards 10.
尚12は断熱材である。Note that 12 is a heat insulating material.
第3図によこ枠13の断面部を示す。FIG. 3 shows a cross section of the horizontal frame 13.
該よこ枠13はほぼし形断面をなし上述した並列状たて
枠1.1間を連結して集熱器2を支持する。The horizontal frame 13 has a substantially oval-shaped cross section and supports the heat collector 2 by connecting the above-mentioned parallel vertical frames 1.1.
よこ枠の断面形状は中央配管7iRその両側にある上部
樋状溝S、 S及び下部樋状RT、Tに形成される。The cross-sectional shape of the horizontal frame is formed into upper gutter-like grooves S, S and lower gutter-like grooves RT, T on both sides of the central pipe 7iR.
集熱器2より延出した連結管14を中央配管溝R内に導
き溝Rの上部開口をカバー15で密閉し空間内部に断熱
材16を充填する。The connecting pipe 14 extending from the heat collector 2 is guided into the central piping groove R, and the upper opening of the groove R is sealed with a cover 15, and the inside of the space is filled with a heat insulating material 16.
よこ枠もたて枠と同様に支持部1b’上に支持バッキン
グ3′、押圧バッキング4′及び押えカバー5′を介し
て集熱器2をよこ枠13に取付ける。Similarly to the horizontal frame and the vertical frame, the heat collector 2 is attached to the horizontal frame 13 on the support portion 1b' via a support backing 3', a pressing backing 4' and a presser cover 5'.
尚よこ枠13はビス等でたて枠1c上に固定される。The horizontal frame 13 is fixed onto the vertical frame 1c with screws or the like.
第4図に示すように屋根の傾斜面上に設けた各たて枠1
,1の端面間には間隔Aがあけられている。Each vertical frame 1 installed on the slope of the roof as shown in Figure 4
, 1 is spaced apart from each other by a distance A.
通常全長5mのたて枠を使用した場合間隔Aは約157
rrInである。Normally, when using a vertical frame with a total length of 5 m, the spacing A is approximately 157
It is rrIn.
図の右側のたて枠1は屋根の流れの上流側、左側のたて
枠1は下流側を小す。The vertical frame 1 on the right side of the figure reduces the upstream side of the roof flow, and the vertical frame 1 on the left side reduces the downstream side.
上流側たて枠1の流れ方向下端にせき板21をたて枠1
の下端面1こ設けたビス孔22を介してたて枠に取付け
る。A weir plate 21 is installed at the lower end of the upstream vertical frame 1 in the flow direction.
It is attached to the vertical frame through one screw hole 22 provided on the lower end surface.
該せき板21は第2図の想像線で示すように樋状溝P及
びQの端部をほぼ閉塞するように設計される。The weir plate 21 is designed to substantially close the ends of the trough-like grooves P and Q, as shown by imaginary lines in FIG.
樋状溝P、Qの端面とせき板21間にブチルゴムのシー
ト23を挟んで水密を保つ。A butyl rubber sheet 23 is sandwiched between the end faces of the gutter-like grooves P and Q and the weir plate 21 to maintain watertightness.
このせき板21の下部樋状溝Qに相当する箇所に孔を設
は排水管24を下流側に延出き妊てかしめ付ける。A hole is provided in the weir plate 21 at a location corresponding to the lower gutter-like groove Q, and the drain pipe 24 is extended downstream and caulked.
25は下流側たて枠1の上端にせき板21と同様に下流
側たて枠1に取付けたぜき板で、上記の排水管24を通
す孔を有し、せき板25の上部を上流側に延出して上記
排水管24の上方に間隔Aに亘ってたて枠1の長手方向
に延びるし形断面の水受け26を形成する(第5図)。25 is a girder plate attached to the upper end of the downstream frame 1 in the same manner as the weir plate 21, and has a hole through which the drain pipe 24 described above is passed, and the upper part of the weir plate 25 is connected to the upstream side. A water receptacle 26 with a diamond-shaped cross section is formed extending to the side and extending in the longitudinal direction of the vertical frame 1 over a distance A above the drain pipe 24 (FIG. 5).
上流側たて枠の下端に切欠き27を形成して上記受は溝
27が挿入される空隙を設けると好都合である。It is convenient to form a notch 27 at the lower end of the upstream vertical frame to provide a gap into which the groove 27 is inserted.
なお下流側たて枠のせき板は屋根傾斜がある程度以上あ
る場合は必ずしも必要としない、またこの場合水受け2
6は上流側たて枠のせき板21に形成してもよい。Note that the weir plate of the downstream vertical frame is not necessarily required if the roof slope is more than a certain level, and in this case, the
6 may be formed on the weir plate 21 of the upstream vertical frame.
また水受け26はせき板とは別にいずれかのたて枠端部
に設けてもよい。Further, the water receiver 26 may be provided at either end of the vertical frame separately from the weir plate.
以上実施例によれば、第2図に示す押圧バッキング4と
透光板6.間よりたて枠1内に侵入した雨水は上流側た
て枠1の上部樋状溝Pに入りせき板2・1で阻止された
て枠の切欠き27を通って下部樋状溝Qに導かれる。According to the above embodiment, the press backing 4 and the transparent plate 6 shown in FIG. Rainwater that has entered the vertical frame 1 through the gap enters the upper gutter-like groove P of the vertical frame 1 on the upstream side, is blocked by the weir plate 2.1, passes through the notch 27 in the vertical frame, and enters the lower gutter-like groove Q. be guided.
同様によこ枠13内に侵入した雨水は上部樋状溝Sより
下部樋状ATを介して上記の上流側たて枠1の下部樋状
溝Qに導かれる(第3図)。Similarly, rainwater that has entered the horizontal frame 13 is guided from the upper gutter-like groove S to the lower gutter-like groove Q of the upstream vertical frame 1 through the lower gutter-like AT (FIG. 3).
ここに集中した雨水は下流側せき板25を貫通した排水
管24を介して下流側たて枠1の下部樋状RQに流れる
(第4図)。The rainwater concentrated here flows into the lower gutter-like RQ of the downstream vertical frame 1 via the drain pipe 24 passing through the downstream weir plate 25 (FIG. 4).
又間隔Aより侵入した雨水は水受け26で受けられ、幅
を充分広くとった水受26に沿って下流側たて枠の下部
樋状111Qに入る。Further, rainwater entering from the interval A is received by the water receiver 26, and flows into the lower gutter-like shape 111Q of the downstream vertical frame along the water receiver 26, which has a sufficiently wide width.
このようにして下部樋状溝Qに集中した雨水は図示せぬ
樋を通って外部に排出される。The rainwater thus concentrated in the lower gutter-like groove Q is discharged to the outside through a gutter (not shown).
本考案はこのように構成したので、長手方向に間隔をあ
けたたて枠端面間の排水処理が確実であり、従ってたて
枠を長尺材にする必要がないのでたて枠の製造、運送及
び現場施工が容易であり、又外部の温度変化によるたて
枠の伸縮に適応できる等め利点がある。Since the present invention is constructed in this manner, drainage treatment between the ends of the vertical frame at intervals in the longitudinal direction is ensured, and therefore there is no need to make the vertical frame into a long material. It has advantages such as being easy to transport and construct on-site, and being able to adapt to the expansion and contraction of the vertical frame due to external temperature changes.
第1図はたて枠の配列を示す斜視図、第2図は第1図の
■−■線について示した本考案の縦断面図、第3図は第
1図のI−1線について示した本考案の縦断面図、第4
図本考案のせき板を示す側面図、:第5図は本考案の下
流側せき板を示す斜示図である。
1・;・・・・たて枠、21・・・・・・上流側せき板
、24・・・・・・排水管ミ25・・・・・・下流側せ
き板、26・・・・・・受は溝、A・・・・・・間隙、
P、 Q・・・・・・樋状溝。Fig. 1 is a perspective view showing the arrangement of the vertical frames, Fig. 2 is a longitudinal sectional view of the present invention taken along line ■-■ in Fig. 1, and Fig. 3 is shown taken along line I-1 in Fig. 1. Vertical sectional view of the present invention, No. 4
Figure 5 is a side view showing the weir plate of the present invention; Fig. 5 is a perspective view showing the downstream weir plate of the present invention. 1...Vertical frame, 21...Upstream side weir plate, 24...Drain pipe mi 25...Downstream side weir plate, 26... ...The receiver is a groove, A...Gap,
P, Q...Gutter-like groove.
Claims (1)
ルを取付けるようにしたたて枠間の排水構造であって、
上記の各列は端面間に間隔Aをあけて傾斜方向に配置し
た2個以上のたて枠1で構成し、該たて枠はその長手方
向に樋状溝(P、Q)を備えた型材て形成され、上記間
隔をあけて相対向するたて枠の樋状溝のうち少なくとも
上流側たて枠端部をせき板21で閉塞すると共に上流側
せき板21に穿設した排水管24を下流・側たて枠の樋
状溝内へ延出し排水管の上方にお、いて上記間隔に亘っ
てたて枠の長手方向に糖び1.る水・受け26を設け(
=)・ト卒ル取付用たて枠の排水構造:。A drainage structure between vertical frames arranged in parallel on an inclined surface of a building and with panels installed between the rows,
Each of the above rows is composed of two or more vertical frames 1 arranged in an inclined direction with an interval A between the end faces, and the vertical frames are provided with gutter-like grooves (P, Q) in the longitudinal direction. A drainage pipe 24 which is formed of a molded material, and which closes at least the upstream end of the vertical frame of the gutter-like grooves of the vertical frames facing each other with the above-mentioned interval with a weir plate 21 and is bored in the upstream weir plate 21. is extended downstream into the gutter-like groove of the side vertical frame, placed above the drain pipe, and extended in the longitudinal direction of the vertical frame over the above-mentioned interval. Provide water/receiver 26 (
=)・Drainage structure of the vertical frame for mounting the pipe:.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9754379U JPS601131Y2 (en) | 1979-07-17 | 1979-07-17 | Drainage structure of vertical frame for panel mounting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9754379U JPS601131Y2 (en) | 1979-07-17 | 1979-07-17 | Drainage structure of vertical frame for panel mounting |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5616720U JPS5616720U (en) | 1981-02-13 |
JPS601131Y2 true JPS601131Y2 (en) | 1985-01-14 |
Family
ID=29330337
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9754379U Expired JPS601131Y2 (en) | 1979-07-17 | 1979-07-17 | Drainage structure of vertical frame for panel mounting |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS601131Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7273445B1 (en) * | 2022-11-15 | 2023-05-15 | 株式会社アイシステムズ | Solar cell module mounting bracket and solar cell module mounting structure using the same |
-
1979
- 1979-07-17 JP JP9754379U patent/JPS601131Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5616720U (en) | 1981-02-13 |
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