JPS62153453A - Tile rod shingled outer enclosure for inlay - Google Patents
Tile rod shingled outer enclosure for inlayInfo
- Publication number
- JPS62153453A JPS62153453A JP29208985A JP29208985A JPS62153453A JP S62153453 A JPS62153453 A JP S62153453A JP 29208985 A JP29208985 A JP 29208985A JP 29208985 A JP29208985 A JP 29208985A JP S62153453 A JPS62153453 A JP S62153453A
- Authority
- JP
- Japan
- Prior art keywords
- shaped bent
- valley
- board
- bent portion
- hanger
- 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.)
- Granted
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、構造が簡単で、施工が特に勝れ、水密性及び
強度性を良好にでき、さらに材料寸法誤差等を調整でき
る嵌合用瓦棒葺外四体に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a mating tile that has a simple structure, is particularly easy to install, has good watertightness and strength, and can adjust material dimensional errors, etc. Concerning the Bobuki Gaishitai.
従来より、屋根又は壁としての金属製の瓦棒葺外囲体が
施工されている。この瓦棒葺外囲体の匠棒部の連結箇所
の断面構造としては、第12図に示すように、建築用板
の水平状の端縁aにキャップ材の垂下状端縁すを平坦状
に折返して馳締圧着している。このように圧着する馳締
は強力に行なわないと、端縁aと垂下状端縁すとの間に
毛管現象が作用する僅かの間隙が形成されることが多く
、内部に雨水が浸入しやすくなる欠点があった。BACKGROUND ART Conventionally, metal tiled stick enclosures have been constructed as roofs or walls. As shown in Fig. 12, the cross-sectional structure of the connection point of the master bar of this tile stick roofing outer enclosure is such that the hanging edge of the cap material is flattened on the horizontal edge a of the construction board. It is folded back and crimped. If this type of crimping is not performed strongly, a small gap will often be formed between the edge a and the hanging edge where capillary action will occur, allowing rainwater to easily seep into the interior. There was a drawback.
また、その平坦状に折返し圧着加工するには、板圧を厚
くした場合、特に大きな力を要し、手動馳締機では著し
い疲労を伴うものであるし、機械式の場合でも作業性が
悪く低能率になる等の問題点があった。また、その端縁
aの内端より下方に垂下縁を設けた建築用板を存在し、
これにキャソブ材を被嵌してこの端縁aを馳締めしたも
のもあるが、馳締施工が著しく面倒であった。In addition, in order to fold and crimp the sheet into a flat shape, especially when the plate pressure is increased, a large amount of force is required, which causes significant fatigue with manual crimping machines, and even with mechanical crimping machines, work efficiency is poor. There were problems such as low efficiency. In addition, there is a construction board with a hanging edge below the inner end of the edge a,
There is also a method in which this edge a is tightened by covering it with cassob material, but the tightening construction is extremely troublesome.
そのため、ギヤツブ材を被覆する手段として、馳締加工
ではなく施工を節単にするために嵌合代のものが開発さ
れている。Therefore, as a means for covering the gear lubricant, a fitting method has been developed to simplify the construction process, instead of using a fastening process.
これは、嵌合代のキャップ材を、隣接する建築用板相互
の連結箇所の被嵌合部に弾力性を有するり、ジョン材を
介在させて嵌合したもので、施工性、水密性に勝れ、確
実に嵌合できる等の特長を有している。しかしながら、
クッション材を建築用板の所定箇所に貼着する作業によ
り製作工程が増えたり、また建築用板の出荷、輸送及び
施工時にり、ジョン材が脱落したりi員傷することもあ
り、細心の注意を払って扱わなければならず、作業効率
が低下する問題点があった。This is a material in which the cap material for the mating area is fitted to the mating part of the joint between adjacent building boards with elasticity or a john material interposed, which improves workability and watertightness. It has features such as good fit and secure fit. however,
The process of attaching the cushioning material to the designated locations on the construction board increases the number of manufacturing steps, and during shipping, transportation, and construction of the construction board, the cushioning material may fall off or be damaged, so care must be taken. It had to be handled with care, which led to a reduction in work efficiency.
そこで発明者は、前記問題点等を解決すべく鋭意、研究
を重ねた結果、本発明を、主板の両側に立上り部を形成
し、この両立上り部の上端より内方に山形屈曲部及び谷
形屈曲部を連続して形成し、この両谷形屈曲部より略垂
直状の側部を夫々形成し、この両側部の上端より外方に
弾発頂片を夫々形成して建築用板とし、U字状部の両側
上端より外方に係止折返し片を設けた吊子と前記建築用
板とを構造材上に交互に載置し、建築用板の山形屈曲部
を吊子の係止折返し片に係止し、その吊子を構造材上に
固着し、上面部の両外端より垂下状部を一体形成して、
この両下端より内方に嵌合折返し縁を形成したキャップ
材を、前記隣接する建築用板の弾発頂片箇所に被覆し、
キャップ材の嵌合折返し縁を建築用板の谷形屈曲部に嵌
合させて固着した嵌合用瓦棒葺外囲体としたことで、施
工が一層簡易かつ迅速にでき、水密性1強度性も良好に
でき、前記問題点を解決し、さらに材料寸法誤差等を調
整できるものである。Therefore, as a result of intensive research to solve the above-mentioned problems, the inventor has developed the present invention by forming rising portions on both sides of the main plate, and forming a chevron-shaped bent portion and a valley inward from the upper ends of both rising portions. A construction board is formed by forming continuous bent portions, forming substantially vertical side portions from both valley-shaped bent portions, and forming resilient top pieces outward from the upper ends of both side portions. , the above-mentioned construction board and a hanger with locking folded pieces provided outwardly from the upper ends of both sides of the U-shaped portion are placed alternately on the structural material, and the chevron-shaped bent portion of the construction board is engaged with the hanger. The hanger is fixed to the stop and turn back piece, the hanger is fixed on the structural material, and hanging parts are integrally formed from both outer ends of the upper surface part,
A cap material having a fitting folded edge formed inwardly from both lower ends is coated on the resilient top piece of the adjacent construction board,
The fitting folded edge of the cap material is fitted and fixed to the valley-shaped bent part of the architectural board to create a fitting tile stick outer enclosure, which makes construction easier and faster, and achieves watertightness and 1 strength. It is also possible to solve the above-mentioned problems and to adjust material dimensional errors.
以下、本発明の実施例を第1図乃至第11図に基づいて
説明する。Embodiments of the present invention will be described below with reference to FIGS. 1 to 11.
Aは金属製の建築用板であって、主板1の両側に立上り
部2.2が形成され、これら両立上り部2.2の上端よ
り内方に山形屈曲部3,3が形成され、この岡山形屈曲
部3,3より内方に谷形屈曲部4.4が形成され、この
両谷形屈曲部4,4から略垂直状の側部5.5が形成さ
れ、この両側部5.5の上端より内方に弾発性を有する
弾発頂片6.6が夫々形成されたものである(第3図参
照)。Reference numeral A denotes a metal construction board, in which rising portions 2.2 are formed on both sides of the main plate 1, and chevron-shaped bent portions 3, 3 are formed inwardly from the upper ends of both rising portions 2.2. A valley-shaped bent portion 4.4 is formed inwardly from the Okayama-shaped bent portions 3, 3, and substantially vertical side portions 5.5 are formed from both valley-shaped bent portions 4, 4. Elastic top pieces 6 and 6 having elasticity are formed inwardly from the upper ends of the cylindrical parts 5 and 5, respectively (see FIG. 3).
その主板1は、単に平坦状に形成され(第3図参照)、
この場合には、長手方向に直交する高さの低いリブを連
続して波形に形成する場合も含まれるし、その長手方向
を向く適宜の補強リブが形成される場合もある。The main plate 1 is simply formed into a flat shape (see Fig. 3),
In this case, a case may be included in which low-height ribs orthogonal to the longitudinal direction are formed in a continuous wave shape, or an appropriate reinforcing rib may be formed in the longitudinal direction.
立上り部2.2は、主板lの両側から垂直状に形成され
ていたり、建築用板Aの外方に僅かに傾斜するように形
成されることもある(第2図、第3図参照)。The rising portions 2.2 may be formed vertically from both sides of the main plate 1, or may be formed so as to be slightly inclined outward from the architectural board A (see Figs. 2 and 3). .
山形屈曲部3.3は両立上り部2.2の上端が内方に屈
曲形成されたもので、実施例としては、断面略逆U字状
に形成されたものがある(第2図。The chevron-shaped bent portion 3.3 is formed by bending the upper end of the rising portion 2.2 inward, and in some embodiments, the cross section is approximately inverted U-shaped (see FIG. 2).
第3図参照)。また、その屈曲形成された山形屈曲部3
は、密着状に折返した状態のものも含まれる。(See Figure 3). In addition, the curved mountain-shaped bent portion 3
This also includes those folded tightly.
谷形屈曲部4は、山形屈曲部3の内端より一体的に設け
たものであり、円弧状の谷形に形成されている。また、
谷形屈曲部4はを底■字形に形成されることもあり、そ
の形状は限定されないが、比較的表面が滑らかに形成さ
れることが好ましい。The valley-shaped bent portion 4 is integrally provided from the inner end of the mountain-shaped bent portion 3, and is formed in an arcuate valley shape. Also,
The valley-shaped bent portion 4 may be formed in a bottom square shape, and its shape is not limited, but it is preferably formed with a relatively smooth surface.
側部5は、谷形屈曲部4の内端より略垂直状に一体的に
設けられ、その上端は、山形屈曲部3の頂部箇所よりも
僅かに高くなるように形成されている(第2図参照)。The side portion 5 is integrally provided approximately perpendicularly to the inner end of the valley-shaped bent portion 4, and its upper end is formed to be slightly higher than the top portion of the mountain-shaped bent portion 3 (second (see figure).
弾発頂片6は、その側部5の上端から建築用板Aの外
方に向かって一体的に設けられており、断面が波形に形
成され、その幅方向の中央に凹形条6aが形成されてい
る(第2図、第3図参照)。その弾発頂片6の外端側の
高さが僅かに高くなるように形成されている。The elastic top piece 6 is integrally provided from the upper end of the side part 5 toward the outside of the architectural board A, and has a wave-shaped cross section and a concave strip 6a in the center of the width direction. (See Figures 2 and 3). The height of the outer end side of the resilient top piece 6 is formed to be slightly higher.
Bは金属製のキャップ材であって、比較的幅広の上面部
7の両外端より垂下状部8.8が一体形成され、この両
下端より内方に嵌合折返し縁9゜9が屈曲形成されてい
る。その上面部7の両側の円弧状屈曲部7a、7aの外
端より垂下状部8゜8が形成され(第4図実線参照)、
その円弧状屈曲部7aは、前記弾発頂片6が内接できる
だりの大きさに形成されている(第1図、第2図参照)
。Reference numeral B is a metal cap material, in which hanging portions 8.8 are integrally formed from both outer ends of a relatively wide upper surface portion 7, and folded edges 9.8 that fit inward from both lower ends are bent. It is formed. A hanging portion 8°8 is formed from the outer end of the arcuate bent portions 7a, 7a on both sides of the upper surface portion 7 (see solid line in FIG. 4),
The arc-shaped bent portion 7a is formed in a size large enough to allow the resilient top piece 6 to be inscribed therein (see FIGS. 1 and 2).
.
また、円弧状屈曲部7a、7aが上面部7の両側に形成
されないこともあり、このときは、上面部7の両側より
直接垂下状部8,8が形成されている(第4図点線参照
)。また、上面部7は全体的に山形状に形成されたり(
第4図実線参照)、或は平坦状に形成されている(第4
図参照)。Further, the arcuate bent portions 7a, 7a may not be formed on both sides of the upper surface portion 7, and in this case, the portions 8, 8 that hang down directly from both sides of the upper surface portion 7 are formed (see the dotted line in Figure 4). ). In addition, the upper surface portion 7 is formed into a mountain shape as a whole (
(See the solid line in Figure 4) or flat (see the solid line in Figure 4).
(see figure).
嵌合折返し縁9は、第4図に示すように、その垂下状部
8.8の両下端より内方に半円状に形成されている。そ
の嵌合折返し縁9が、前記建築用板への谷形屈曲部4に
嵌合するように構成されている(第1図、第2図参照)
。また、第4図に示すように、その嵌合折返し縁9.9
の先端より内方に断面釣針状の屈曲端縁9a、9aが一
体形成されることもある。As shown in FIG. 4, the fitting folded edge 9 is formed in a semicircular shape inwardly from both lower ends of the hanging portion 8.8. The fitting folded edge 9 is configured to fit into the valley-shaped bent portion 4 of the building board (see FIGS. 1 and 2).
. Moreover, as shown in FIG. 4, the fitting folded edge 9.9
Bent edges 9a, 9a having a fishhook cross section may be integrally formed inwardly from the tip.
Cは金属製の吊子であって、長尺(第5図参照)、又は
適宜の長さく第6図参照)を有し、底辺10aと両側辺
10b、10bとからなるU字状部10の両端より係止
折返し片11.,11が形成されたものである。即ち、
その係止折返し片11は側辺fobの上端から外方に断
面略逆U字状に形成されており、前記建築用板への山形
屈曲部3に係止するように構成されている。さらに、そ
の係止折返し片11の外端より断面U字状の折返し端縁
11aが屈曲形成されることもある(第5図、第6図参
照)。C is a metal hanger, and has a long length (see FIG. 5) or an appropriate length (see FIG. 6), and is a U-shaped part 10 consisting of a base 10a and both sides 10b, 10b. The folded pieces 11. , 11 are formed. That is,
The locking folded piece 11 is formed outward from the upper end of the side fob and has a substantially inverted U-shape in cross section, and is configured to lock onto the chevron-shaped bent portion 3 of the building board. Furthermore, a folded edge 11a having a U-shaped cross section may be bent from the outer end of the locking folded piece 11 (see FIGS. 5 and 6).
図中12は横梁又は母屋等の構造材であり 13は、木
毛板1発泡合成樹脂、ロックウール等の下地材である。In the figure, 12 is a structural material such as a cross beam or a main building, and 13 is a base material such as a wood wool board 1 foamed synthetic resin or rock wool.
その構造材12又は構造材12に下地材13が敷設され
ているときは、その下地材13に建築用板Aと、吊子C
とが交互に配列するようにitされ、各吊子Cの係止折
返し片11は建築用板Aの谷形屈曲部4に係止されてい
る(第1図参照)。When the structural material 12 or the base material 13 is laid on the structural material 12, the construction board A and the hanger C are attached to the base material 13.
and are arranged alternately, and the locking folded pieces 11 of each hanger C are locked to the valley-shaped bent portion 4 of the building board A (see FIG. 1).
各吊子Cは、ボルト・ナンド等の固着具14にて底辺1
0aが構造材12上に固着されている。Each hanger C is attached to the base 1 with a fixing device 14 such as a bolt or a nand.
0a is fixed onto the structural member 12.
キャップ材Bは、隣接する建築用板Aの弾発頂片6,6
上に被嵌されており、雨垂下状部8,8は、両側部5.
5を包持し、嵌合折返し縁9,9は谷形屈曲部4.4に
嵌合している(第1図、第2図参照)。The capping material B is attached to the resilient top pieces 6, 6 of the adjacent architectural board A.
The drooping portions 8, 8 are fitted over the side portions 5.
5, and the fitted folded edges 9, 9 fit into the valley-shaped bends 4.4 (see FIGS. 1 and 2).
本発明の嵌合用瓦葺外囲体を前述のように葺成するには
、第7図に示すように、吊子Cを構造材12又は下地材
13上に載置固着し、次に建築用板Aを正面からみて傾
斜させつつ、係止折返し片11内に山形屈曲部3を挿入
して、その建築用板へを構造材12又は下地材13上に
載置する。次いで、その建築用板への他側の山形屈曲部
3に前記同様の吊子Cの係止折返し片11を係止させつ
つ吊子Cを構造材12又は下地材13上に載置固着する
。この作業を順次繰り返し、さらに各隣接する建築用板
A、 Aの連結箇所にキャップ材Bを被嵌する(第7図
参照)。In order to roof the mating tile roof enclosure of the present invention as described above, as shown in FIG. While tilting the board A when viewed from the front, the chevron-shaped bent portion 3 is inserted into the locking folded piece 11, and the architectural board is placed on the structural material 12 or the base material 13. Next, the hanger C is placed and fixed on the structural material 12 or the base material 13 while locking the locking folded piece 11 of the hanger C similar to that described above to the chevron-shaped bent portion 3 on the other side of the architectural board. . This operation is repeated one after another, and the capping material B is then fitted onto the joints of the adjacent building boards A and A (see Fig. 7).
キャップ材Bは、第8図に示すように、隣接する建築用
板への弾発頂片6,6上方に位置し、雨垂下状部8.8
を外方に開かせつつ、弾発頂片6゜6上に被嵌し、さら
にそのキャップ材Bを押圧して、第9図に示すように、
嵌合折返し縁9.9の先端が谷形屈曲部4.4を弾発的
に乗り越えて嵌合折返し縁9,9が谷形屈曲部4.4に
嵌合するものである。このとき、弾発頂片6,6は、キ
ャップ材Bの上面部7を常に上方に押上げるように加圧
しており、従って、嵌合折返し縁9は、永続的に谷形屈
曲部4を押圧した状態になっている□。As shown in FIG. 8, the cap material B is located above the top pieces 6, 6 that are attached to the adjacent construction boards, and the cap material B is located above the top pieces 6, 6 that are attached to the adjacent construction boards, and the cap material B is located above the top pieces 6, 6 that are attached to the adjacent building boards.
While opening outward, fit it onto the resilient top piece 6°6, and further press the cap material B, as shown in Fig. 9.
The tips of the fitting folded edges 9.9 elastically ride over the valley-shaped bent portion 4.4, and the fitting folded edges 9,9 fit into the valley-shaped bent portion 4.4. At this time, the resilient top pieces 6, 6 constantly pressurize the upper surface 7 of the cap material B upward, and therefore, the fitting folded edge 9 permanently presses the valley-shaped bent portion 4. It is in a pressed state □.
第11図に示したものは、吊子Cの底部及びキャップ材
Bの上面部7の幅を、極めて広くして、建築用板Aの主
板1の幅と同等した場合であり、このようにすることで
、外囲体の外観を、略一定幅の凹凸部が連続した屋根又
は壁等の外囲体となり、瓦棒葺外四体とは、異なる雰囲
気の審美的にしたものである。What is shown in FIG. 11 is a case where the width of the bottom part of the hanger C and the top part 7 of the cap material B are made extremely wide to be equal to the width of the main board 1 of the building board A. By doing so, the external appearance of the enclosure becomes that of a roof or wall with continuous irregularities of approximately constant width, giving it an aesthetically different atmosphere from that of the outer enclosure with tile and stick roofing.
本発明においては、土板1の両側に立上り部2゜2を形
成し、この両立上り部2,2の上端より内方に山形屈曲
部3.3及び谷形屈曲部4.4を連続して形成し、この
両谷形屈曲部4,4より略垂直状の側部5.5を形成し
、この両側部テ、5の上端より外方に弾発頂片6□ 6
を夫々形成して建築用板Aとし、U字状部10の両側上
端より外方に係止折返し片11.11を設けた吊子Cと
前記建築用板へとを構造材12上に交互に載置し、建築
用板Aの山形屈曲部3を吊子Cの係止折返し片11に係
止し、その吊子Cを構造材12上に固着し、上面部7の
両外端より垂下状部8,8を一体形成して、この雨下端
より内方に嵌合折返し縁9゜9を形成したキャップ材B
を、前記隣接する建築用板A、Aの弾発頂片6.6箇所
に被覆し、キャップ材Bの嵌合折返し縁9.9を建築用
板への谷形屈曲部4.4に嵌合させて固着した嵌合用瓦
棒葺外囲体としたことにより、まず第1に極めて簡易か
つ迅速に施工できるし、第2にキャップ材Bを被嵌する
ときにもクッション材が不要であるし、第3に雨仕舞を
良好にできるし、第4に構造的に強固にできるし、第5
に材料の寸法調整が可能である等の多(の作用効果を奏
する。In the present invention, rising portions 2°2 are formed on both sides of the earthen plate 1, and a chevron-shaped bent portion 3.3 and a valley-shaped bent portion 4.4 are continuous inwardly from the upper ends of both rising portions 2, 2. A substantially vertical side portion 5.5 is formed from both valley-shaped bent portions 4, 4, and a top piece 6□6 springs outward from the upper end of both side portions 5, 5.
are respectively formed to form a construction board A, and hangers C provided with locking folded pieces 11 and 11 outward from both upper ends of the U-shaped portion 10 and the construction board are alternately placed on the structural material 12. The chevron-shaped bent part 3 of the construction board A is locked to the locking folded piece 11 of the hanger C, and the hanger C is fixed on the structural member 12, and from both outer ends of the upper surface part 7. A cap material B in which the hanging portions 8, 8 are integrally formed and a fitting folded edge 9°9 is formed inward from the lower end of the cap material.
Cover the resilient top pieces 6.6 of the adjacent architectural boards A, A, and fit the fitting folded edges 9.9 of the cap material B into the valley-shaped bent portions 4.4 of the architectural boards. By creating an outer enclosure made of tile rods for fitting and fixed together, firstly, it can be constructed extremely easily and quickly, and secondly, no cushioning material is required when fitting the capping material B. Thirdly, it allows for good rain protection, fourthly, it is structurally strong, and fifthly,
It has many functions and effects, such as being able to adjust the dimensions of the material.
これらの効果について詳述すると、従来の金属製の瓦棒
葺外囲体の継手箇所は第12図に示すように、隣接する
建築用板の立上り部の上端より互いに逆方向に向くよう
に形成した水平状の端縁a。To explain these effects in detail, as shown in Figure 12, the joints of the conventional metal tile stick roof enclosure are formed so that they face in opposite directions from the upper ends of the rising parts of adjacent building boards. Horizontal edge a.
a上に、幅方向両側に垂下端縁す、bを形成したキャッ
プ材を被覆し、そのキャップ材の垂下状端縁す、 b
を端縁a、aに馳締圧着したものである。Covering a with a cap material formed with drooping edges on both sides in the width direction, b, and drooping edges of the cap material, b
are crimped to the edges a and a.
このように馳締圧着するには、特に大きな力を要するた
め、手作業で行うには極めて困難かつ面倒であり、施工
効率も悪いものとなっている。一方機械式にて施工を行
っても、機械自体が大型かつ重量物であるため、施工効
率を大きく改善するには至らない。また雨仕舞について
も、キャップ材と建築用板の端!ia、a間に毛管現象
が発生し易い構造のため雨水等の浸入の起こる心配があ
った。このような問題点を解決するものとして、キャッ
プ材と建築用板の連結箇所にクッション材を介し、キャ
ップ材を嵌合式にしたものがある。そのクッション材に
よって、隣接する建築用板の連結箇所に被嵌したキャッ
プ材は弾発的に上方に加圧され、確実な嵌合がなされて
いる。この構造によって施工性が改善され、水密的にも
勝れたちのとなっている。In this way, a particularly large amount of force is required to perform the clamping and crimping, so it is extremely difficult and troublesome to perform it manually, and the construction efficiency is also poor. On the other hand, even if construction is carried out mechanically, the machine itself is large and heavy, so construction efficiency cannot be greatly improved. Also, for rain protection, use the cap material and the edge of the construction board! Because of the structure in which capillary phenomenon is likely to occur between ia and a, there was a concern that rainwater and the like would infiltrate. As a solution to this problem, there is a structure in which the cap material is fitted into the construction board using a cushioning material at the connection point between the cap material and the building board. Due to the cushioning material, the capping material fitted onto the connecting portion of the adjacent building boards is resiliently pressed upward, and a reliable fit is achieved. This structure improves workability and makes it watertight.
しかしながら、キャップ材を嵌合するときに、キャップ
材と建築用板の連結箇所にクッション材を介在させるた
めに、施工工程が増加し、面倒となるし、クッション材
も長期に亘って使用していると屡2弾力性が劣化し、キ
ャップ材が緩む原因になる等の問題もあった。However, when fitting the cap material, a cushioning material is interposed between the capping material and the construction board, which increases the construction process and becomes troublesome, and the cushioning material also requires long-term use. This often causes problems such as deterioration of elasticity and causing the cap material to loosen.
ところが、本発明においては、クッション材の代わりに
弾発頂片6を建築用板Aに設けたことにより、クッショ
ン材によって及ぼされる外囲体の問題点を悉く解決する
ことができる極めて大きな効果を奏する。However, in the present invention, by providing the resilient top piece 6 on the architectural board A instead of the cushioning material, an extremely large effect can be achieved in that all the problems caused by the cushioning material can be solved. play.
また、隣接する建築用板A、Aの連結箇所にキャップ材
Bを押圧すると、その嵌合折返し縁9の先端が建築用板
への谷形屈曲部4の下端を乗り越えた段階で、押圧を解
除すると今度は弾発頂片6の弾発にて、キャップ材Bの
嵌合折返し縁9が建築用板Aの谷形屈曲部4に嵌合する
ものである。Furthermore, when the cap material B is pressed against the connection point between the adjacent building boards A, A, the pressure is stopped when the tip of the fitting folded edge 9 has passed over the lower end of the valley-shaped bent part 4 to the building board. When released, the fitting folded edge 9 of the cap material B is fitted into the valley-shaped bent portion 4 of the building board A by the elasticity of the elastic top piece 6.
これらの施工は、実際には瞬時に行うことができる。こ
の場合、キャップ材Bの板厚が厚くとも馳締めとは異な
り、簡単に嵌合できる。また、弾発頂片6の弾力性の作
用のため、風圧、振動等によって緩みにくく仮鳴現象を
最小限にできるとともに嵌合部が外れにくくなっている
。These constructions can actually be done instantly. In this case, even if the thickness of the cap material B is thick, it can be easily fitted, unlike when tightening. Further, due to the elasticity of the elastic top piece 6, it is difficult to loosen due to wind pressure, vibration, etc., and the snapping phenomenon can be minimized, and the fitting portion is difficult to come off.
また、クッション材のように弾力性が次第に減少してゆ
くことがなく、弾発頂片6によってキャップ材Bは永続
的に確実な嵌合を維持できる。□前述のように、本発明
においては、建築用板Aに弾発頂片6を一体的に設け、
クッション材を不要としたことで、クッション材の欠点
等を排除し、その長所のみを生かすことができるもので
ある。Further, unlike cushioning materials, the elasticity does not gradually decrease, and the resilient top piece 6 allows the capping material B to permanently maintain a secure fit. □As mentioned above, in the present invention, the resilient top piece 6 is integrally provided on the architectural board A,
By eliminating the need for cushioning material, the drawbacks of cushioning material can be eliminated and only its advantages can be utilized.
本発明では、弾発頂片6が、常にキャップ材Bの上面部
7を上方に加圧し、このとき弾発頂片6の先端付近のみ
が上面部7に接している。従って、建築用板Aとキャッ
プ材Bとの間には、必然的に空隙部が形成されることと
なり、毛管現象による雨水等の浸入を防止し、嵌合用瓦
棒葺外四体の雨仕舞を極めて良好にできる効果がある。In the present invention, the resilient top piece 6 always presses the top surface 7 of the cap material B upward, and at this time, only the vicinity of the tip of the resilient top piece 6 is in contact with the top surface 7. Therefore, a gap is inevitably formed between the architectural board A and the capping material B, which prevents the infiltration of rainwater etc. due to capillary action and prevents the four bodies outside the mating tile rod roofing from raining. It has the effect of making it extremely good.
また、本発明においては、隣接する建築用板A。Moreover, in the present invention, the adjacent architectural board A.
への連結箇所は、建築用板Aキャップ材B及び吊子Cが
夫々断面係数が大きな形状となっており、これらが互い
に係止、嵌合し合うことで総合的に断面係数が極めて大
きくなり、強固な嵌合用瓦棒葺外囲体を堤供することが
できるものである。特に、そのキャップ材Bと吊子Cと
建築用板Aの立上り部2.2箇所とで、断面略方形部が
形成され(瓦捧部)、これが断面係数が大きくなり、著
しく強固にできる。At the connection point, architectural board A, cap material B, and hanger C each have a shape with a large section modulus, and when they lock and fit together, the overall section modulus becomes extremely large. , it is possible to provide a strong tile-rod roofing enclosure for fitting. In particular, the cap material B, the hanger C, and the 2.2 rising portions of the building board A form a substantially rectangular section (tilt section), which has a large section modulus and can be made extremely strong.
ところで、従来の建築用板を形成するための母材となる
帯状の規格材料は、プラス側に許容誤差寸法が認められ
ており、規格材料の金属板の幅をスリフタ−にて誤差の
ない幅に切断して所望の建築用板にロール成形していた
。この点本発明においては、スリ7ターにて切断せず、
規格材料の幅が許容範囲で広くなっていても、弾発頂片
6が少し長く形成されるのみであり、キャップ材Bの嵌
合にも影響は及ばないものである。さらに、その規格材
料の端は、他の部分よりも一最に良好なる防錆処理がな
されており、ひいては、本発明の構成部材たる建築用板
A自体を防錆の面から勝れたものにできる。By the way, the band-shaped standard material that is the base material for forming conventional architectural boards has a tolerance dimension on the plus side, and the width of the standard material metal plate is adjusted to the width without error using a slifter. It was then cut into pieces and roll-formed into the desired architectural board. In this regard, in the present invention, cutting is not performed with a sliver,
Even if the width of the standard material is wide within the allowable range, the resilient top piece 6 will only be formed a little longer, and the fitting of the cap material B will not be affected. Furthermore, the edges of the standard material are subjected to better anti-corrosion treatment than other parts, and as a result, the architectural board A itself, which is a component of the present invention, is superior in terms of anti-corrosion. Can be done.
なお、弾発頂片6の幅方向中央に凹形条6aを形成すれ
ば、第10図に示すように、シール材15を収納するこ
とができ、水密性を格段と良好にできる。また、キャッ
プ材Bの嵌合折返し縁9に屈曲端縁9aを一体形成すれ
ば、立上り部2と建築用板への山形屈曲部3と屈曲端縁
9aとによって、第1図、第2図に示すように、空隙部
が形成され、毛管現象による雨水等の浸入を、前述の構
成とが相乗的に作用して二重に防止することができる。Note that if a concave strip 6a is formed at the center of the resilient top piece 6 in the width direction, the sealing material 15 can be accommodated, as shown in FIG. 10, and watertightness can be significantly improved. In addition, if the bent edge 9a is integrally formed on the fitting folded edge 9 of the cap material B, the rising portion 2, the chevron-shaped bent portion 3 to the construction board, and the bent edge 9a can be used as shown in FIGS. 1 and 2. As shown in FIG. 2, a void portion is formed, and the above-mentioned structure acts synergistically to double prevent the infiltration of rainwater or the like due to capillary action.
さらに、吊子Cの係止折返し片11の先端に折返し端縁
11aを一体的に設ければ、係止折返し片11が建築用
+ffEAの谷形屈曲部4を補強することとなり(第2
図、第10図参照)、キャップ材Bの被嵌時に、もっと
も外力のかかり易い谷形屈曲部4を強固なものとし、キ
ャップ材Bの被嵌時における谷形屈曲部4の変形を防止
できる。Furthermore, if the folding edge 11a is integrally provided at the tip of the locking folded piece 11 of the hanger C, the locking folded piece 11 will reinforce the valley-shaped bent part 4 of +ffEA for construction (the second
10), the valley-shaped bent portion 4 to which external force is most likely to be applied is made strong when the cap material B is fitted, and deformation of the valley-shaped bent portion 4 when the cap material B is fitted can be prevented. .
図面は本発明の実施例を示すものであって、第1図は本
発明の斜視図、第2図は第1図の縦断面図、第3図は建
築用板の斜視図、第4図はキャップ材の斜視図、第5図
は長尺な吊子の斜視図、第6図は部分的な吊子の斜視図
、第7図は本発明の葺成工程を示す断面図、第8図、第
9図は本発明の要部の葺成工程を示す縦断面図、第10
図は本発明の別の実施例を示す縦断面図、第11図はキ
ャップ材及び吊子の幅を広(した実施例の縦断面図、第
12図は従来公知の瓦棒葺外囲体の要部断面図である。
A・・・・・・建築用板、 1・・・・・・主板、
2・・・・・・立上り部、 3・・・・・・山形屈曲
部、4・・・・・・谷形屈曲部、 5・・・・・・側部
、6・・・・・・弾発頂片、 B・・・・・・キャッ
プ材、7・・・・・・上面部、 8・・・・・・垂
下状部、9・・・・・・嵌合折返し縁、C・・・・・・
吊子、lO・・・・・・U字状部、 11・・・・・
・係止折返し片、12・・・・・・構造材。The drawings show an embodiment of the present invention, in which FIG. 1 is a perspective view of the invention, FIG. 2 is a vertical sectional view of FIG. 1, FIG. 3 is a perspective view of a construction board, and FIG. 4 is a perspective view of the invention. is a perspective view of a cap material, FIG. 5 is a perspective view of a long hanger, FIG. 6 is a perspective view of a partial hanger, FIG. 7 is a sectional view showing the roofing process of the present invention, and FIG. 9 is a vertical sectional view showing the roofing process of the main part of the present invention, and FIG.
The figure is a longitudinal sectional view showing another embodiment of the present invention, FIG. 11 is a longitudinal sectional view of an embodiment in which the width of the cap material and the hanger is widened, and FIG. It is a sectional view of the main part. A... Architectural board, 1... Main board,
2... Rising part, 3... Chevron bent part, 4... Valley bent part, 5... Side part, 6... Spring top piece, B... Cap material, 7... Upper surface portion, 8... Hanging portion, 9... Fitting folded edge, C.・・・・・・
Hanging cord, lO...U-shaped part, 11...
- Locking flap piece, 12... Structural material.
Claims (1)
の上端より内方に山形屈曲部及び谷形屈曲部を連続して
形成し、この両谷形屈曲部より略垂直状の側部を夫々形
成し、この両側部の上端より外方に弾発頂片を夫々形成
して建築用板とし、U字状部の両側上端より外方に係止
折返し片を設けた吊子と前記建築用板とを構造材上に交
互に載置し、建築用板の山形屈曲部を吊子の係止折返し
片に係止し、その吊子を構造材上に固着し、上面部の両
外端より垂下状部を一体形成して、この両下端より内方
に嵌合折返し緑を形成したキャップ材を、前記隣接する
建築用板の弾発頂片箇所に被覆し、キャップ材の嵌合折
返し縁を建築用板の谷形屈曲部に嵌合させて固着したこ
とを特徴とした嵌合用瓦棒葺外囲体。(1) A rising portion is formed on both sides of the main plate, and a mountain-shaped bent portion and a valley-shaped bent portion are continuously formed inward from the upper ends of both rising portions, and a substantially perpendicular side is formed from both of the valley-shaped bent portions. A hanging member is formed by forming a U-shaped part, and forming elastic top pieces outward from the upper ends of both sides to form a construction board, and providing locking folded pieces outward from the upper ends of both sides of the U-shaped part. The above-mentioned building boards are placed alternately on the structural material, the chevron-shaped bent portion of the building board is locked to the locking folded piece of the hanger, the hanger is fixed on the structural material, and the upper surface portion is A cap material having integrally formed hanging parts from both outer ends and a green part that fits inwardly from both lower ends is coated on the resilient top piece of the adjacent construction board, and the cap material is A mating tile stick roofing enclosure characterized by a mating folded edge that is fitted and fixed to a valley-shaped bent part of a construction board.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29208985A JPH0623467B2 (en) | 1985-12-26 | 1985-12-26 | Mating roof bar roof enclosure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29208985A JPH0623467B2 (en) | 1985-12-26 | 1985-12-26 | Mating roof bar roof enclosure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62153453A true JPS62153453A (en) | 1987-07-08 |
JPH0623467B2 JPH0623467B2 (en) | 1994-03-30 |
Family
ID=17777406
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29208985A Expired - Lifetime JPH0623467B2 (en) | 1985-12-26 | 1985-12-26 | Mating roof bar roof enclosure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0623467B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01210558A (en) * | 1988-02-16 | 1989-08-24 | Sanko Metal Ind Co Ltd | Natural lighting external-body |
JPH02144920U (en) * | 1989-05-12 | 1990-12-10 |
-
1985
- 1985-12-26 JP JP29208985A patent/JPH0623467B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01210558A (en) * | 1988-02-16 | 1989-08-24 | Sanko Metal Ind Co Ltd | Natural lighting external-body |
JPH02144920U (en) * | 1989-05-12 | 1990-12-10 |
Also Published As
Publication number | Publication date |
---|---|
JPH0623467B2 (en) | 1994-03-30 |
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