JPS63280149A - Curved building panel - Google Patents

Curved building panel

Info

Publication number
JPS63280149A
JPS63280149A JP11246987A JP11246987A JPS63280149A JP S63280149 A JPS63280149 A JP S63280149A JP 11246987 A JP11246987 A JP 11246987A JP 11246987 A JP11246987 A JP 11246987A JP S63280149 A JPS63280149 A JP S63280149A
Authority
JP
Japan
Prior art keywords
protrusion
upward
curved
folded
board
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.)
Pending
Application number
JP11246987A
Other languages
Japanese (ja)
Inventor
安彦 田中
正 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co Ltd
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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP11246987A priority Critical patent/JPS63280149A/en
Publication of JPS63280149A publication Critical patent/JPS63280149A/en
Pending legal-status Critical Current

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、金属製の折板状建築用板を彎曲させた。底部
箇所において雨水を良好に流下させることができ、しか
も適宜の曲率に極めて整然かつ確実に彎曲成形できる彎
曲状建築用仮に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention provides a curved metal folded construction board. The present invention relates to a curved construction temporary that allows rainwater to flow down well at the bottom part and that can be curved to an appropriate curvature in an extremely orderly and reliable manner.

〔従来の技術及びその問題点等〕[Conventional technology and its problems, etc.]

最近、駅のホーム、工場、体育館等の屋根に、その軒先
端を彎曲させた建築用板が種々存在している。その中で
、底部の両面に1頃斜部を形成し、これらの両側に連結
用屈曲部を夫々形成した断面略V字状の金属製の長尺な
建築用板(通称「折板」という)の長手方向を、側面か
らみて適宜の曲率に彎曲させる彎曲方法、彎曲成形装置
、その彎曲状建築用板等の研究、開発等が盛んに行なわ
れている。
Recently, various construction boards with curved eaves tips have been used on the roofs of station platforms, factories, gymnasiums, etc. Among them, a long metal architectural board (commonly known as a "folded board") with a roughly V-shaped cross section has oblique parts formed on both sides of the bottom and connecting bent parts on both sides. ) Research and development are actively being carried out on curving methods, curving forming devices, and curved construction boards, etc., in which the longitudinal direction of the laminate is bent to an appropriate curvature when viewed from the side.

このように彎曲形成するのには、その建築用板の断面の
高さく深さ)等に応じて、長手方向の縮み量としての、
リブ成形をプレス加工等によって行っている。
In order to form a curve in this way, depending on the height and depth of the cross section of the architectural board, the amount of shrinkage in the longitudinal direction is
Rib forming is done by press working, etc.

ところが、底部箇所のリブの高さはかなり大きい、これ
は、その底部が中立軸よりも一番下側に存在しており、
その長手方向の縮み量を、一番大きく必要とするためで
ある。
However, the height of the rib at the bottom is quite large because the bottom is located lower than the neutral axis.
This is because the amount of shrinkage in the longitudinal direction is required to be the largest.

すると、そのリブとリブとの間の溝等に雨水が溜り、水
切りが悪く、そのリブ形成された箇所が早期に腐食する
重大な問題点があった。
As a result, rainwater accumulates in the grooves between the ribs, making it difficult to drain the water, leading to serious problems such as early corrosion of the rib-formed areas.

〔問題点を解決するための手段] そこで発明者は、前記問題点等を解決すべ(鋭意、研究
を重ねた結果、本発明を、底部の両側より外側上方に向
かう傾斜部を形成し、該傾斜部上端に連結用屈曲部を夫
々形成し、その底部には、線幅方向全体に上向き大突条
を形成し、該上向き大突条の中間に形成した一対の中間
下向き突条間に、上向き突条を形成し、且つ該上向き突
条の両側下端と前記中間下向き突条とを、高さが略変わ
らない折曲線を介して連続形成し、前記傾斜部には、上
方にゆくに従うて次第に小さくなる突条を形成し、それ
ら各部の長手方向を適宜の曲率に彎曲した。彎曲状建築
用板としたことにより、金属製の折板状建築用板を彎曲
させた。底部箇所において雨水を良好に流下させること
ができ、しかも適宜の曲率に極めて整然かつ確実に彎曲
成形でき、前記の問題点等を解決したものである。
[Means for Solving the Problems] Therefore, the inventors have devised a solution to the above-mentioned problems (as a result of extensive research), the present invention has been developed by forming sloped parts outward and upward from both sides of the bottom part, and A connecting bent part is formed at the upper end of the inclined part, a large upward ridge is formed in the entire line width direction at the bottom thereof, and a pair of intermediate downward ridges formed between the large upward ridge, An upwardly directed protruding strip is formed, and the lower ends of both sides of the upwardly directed protruding stripe and the intermediate downwardly directed protrusive strip are continuously formed via a folded line whose height does not change substantially, and the inclined portion has a ridge extending upwardly. Protrusions that gradually become smaller were formed, and the longitudinal direction of each part was curved to an appropriate curvature.By forming a curved construction board, a metal folded construction board was curved.Rainwater at the bottom part This method solves the above-mentioned problems by making it possible to flow down the material well, and also to form a curve to an appropriate curvature in an extremely orderly and reliable manner.

〔実施例] 以下、本発明の実施例を第1図乃至第1011Nに基づ
いて説明する。
[Example] Hereinafter, an example of the present invention will be described based on FIGS. 1 to 1011N.

Aは長尺の金属製の折板状建築用板であって、鉄骨又は
鉄筋コンクリート構造物の屋根板又は壁板として使われ
る。■は折板状建築用板への底部で、断面は略平坦状に
形成され、この底部1の両側より外側上方に向かって傾
斜部2.2が形成されている。この傾斜部2.2は、比
較的高さが高く形成されている。この傾斜部2,2の上
端に、連結用屈曲部3.4が夫々屈曲形成されている。
A is a long metal folded construction board, which is used as a roof board or wall board of a steel frame or reinforced concrete structure. 2 is the bottom of the folded construction board, which has a substantially flat cross section, and slopes 2.2 are formed outward and upward from both sides of the bottom 1. This inclined portion 2.2 is formed with a relatively high height. Connecting bent portions 3.4 are bent at the upper ends of the inclined portions 2, 2, respectively.

この連結用屈曲部3.4の実施例は複数存在し、この第
1実施例としては、第1図、第2図、第5図等に示すよ
うに、連結用屈曲部3,4は、各々傾斜部2.2の上端
より外方に、断面台形山形状の山形部3a、4aが屈曲
形成されている。この場合、その山形部3aに、隣接の
折板状建築用板Aの山形部4aが被覆重合するように、
一方が約板厚分だけ大きくなるように形成されている。
There are a plurality of embodiments of the connecting bent portions 3.4, and in the first embodiment, as shown in FIGS. 1, 2, 5, etc., the connecting bent portions 3, 4 are Angular portions 3a and 4a each having a trapezoidal angular cross section are bent outward from the upper end of the inclined portion 2.2. In this case, the chevron portion 3a is coated with the chevron portion 4a of the adjacent folded construction board A.
One side is formed to be larger by approximately the thickness of the plate.

また、その連結用屈曲部3.4の第2実施例としては、
第8図に示すように、連結用屈曲部3は、底部1の一例
(第8図において右側)の傾斜部2の上端より外方に、
略水平状の頂部3bが形成され、この頂部3bの外端よ
り上側に下馳部3cが屈曲形成されている。また、連結
用屈曲部4は、底部lの他側(第8図において左側)の
傾斜部2の上端より外方に、略水平状の頂部4bが形成
され、該頂部4bの外端より上側に、前記下馳部3Cを
被覆しつつ馳締結合する。上馳部4cが形成されている
。その下馳部3cは、具体的には、垂直片の上端より外
方に張出してから内方に向かう円弧状部が形成され、そ
の上馳部4cは垂直片の上端より内方に向かうて膨出し
、そして外方に向かう馳締円弧状部が形成され、この外
端より下がってから外方に向かう弧状端縁が形成されて
いる。
In addition, as a second embodiment of the connecting bending portion 3.4,
As shown in FIG. 8, the connecting bent portion 3 extends outward from the upper end of the inclined portion 2 of the bottom portion 1 (on the right side in FIG. 8).
A substantially horizontal top portion 3b is formed, and a lower ridge portion 3c is bent above the outer end of the top portion 3b. Further, the connecting bending part 4 has a substantially horizontal top part 4b formed outward from the upper end of the inclined part 2 on the other side of the bottom l (left side in FIG. 8), and above the outer end of the top part 4b. Then, while covering the lower part 3C, the part is joined. An upper part 4c is formed. Specifically, the lower part 3c is formed into an arc-shaped part that extends outward from the upper end of the vertical piece and then goes inward, and the upper part 4c extends inward from the upper end of the vertical piece. An arcuate portion is formed that bulges and extends outward, and an arcuate edge that extends downward from the outer end is formed.

このように下馳部3cに上馳部4cが馳締可能であれば
、実施例の形状には限定されない。
The shape of the embodiment is not limited as long as the upper part 4c can be fastened to the lower part 3c in this way.

また、その連結用屈曲部3,4の第3実施例としては、
第9図に示すように、連結用屈曲部3゜4は、その傾斜
部2.2の上端より外方に、略水平状の頂部3b、4b
が形成され、この頂部3b。
Moreover, as a third embodiment of the connecting bending parts 3 and 4,
As shown in FIG. 9, the connecting bent portion 3.4 has approximately horizontal top portions 3b, 4b extending outward from the upper end of the inclined portion 2.2.
is formed, and this top portion 3b.

4bの外端より上側に、一方の頂片3eが内向きで、他
方の頂片4eが外向きになるような逆り形部3d、4d
が屈曲形成されている。
Above the outer end of 4b, there are inverted portions 3d, 4d in which one top piece 3e faces inward and the other top piece 4e faces outward.
is formed in a bent manner.

また、その連結用屈曲部3.4の第4実施例としては、
第10図に示すように、連結用屈曲部3゜4は、その傾
斜部2,2の上端より外方に、略水平状の頂部3b、4
bが形成され、この頂部3b。
In addition, as a fourth embodiment of the connecting bending portion 3.4,
As shown in FIG. 10, the connecting bending portion 3゜4 has substantially horizontal top portions 3b, 4 outward from the upper ends of the inclined portions 2, 2.
b is formed, and this top portion 3b.

4bの外端より上側に、頂片3e、4eが互いに内向き
になるように逆り形部3d、4dが屈曲形成されている
Above the outer end of 4b, inverted portions 3d and 4d are bent such that the top pieces 3e and 4e face inward toward each other.

その底部1傾斜部2,2連結用屈曲部3.4にて形成さ
れた折板状建築用板Aは、一枚の長尺の金属板が、多段
の上下部ロール成形機により一体的に成形されており、
後述の上向き大突条5.中間下向き突条6,6及び上向
き突条7.突条9等が屈曲形成されていないものは長手
方向に直線的に成形されている。また、その折板状建築
用板Aの夫々の隅角度は殆ど角形に形成されているが、
場合によっては比較的小半径の円弧状に形成することも
ある。
The folded plate-like building board A formed by the bottom part 1 inclined part 2, 2 connecting bent part 3.4 is made of a single long metal plate that is integrally formed by a multistage upper and lower roll forming machine. It is molded,
5. Upward large protrusion described below. Intermediate downward protrusions 6, 6 and upward protrusions 7. Those in which the protrusions 9 and the like are not bent are formed linearly in the longitudinal direction. In addition, each corner angle of the folded architectural board A is formed into a nearly square shape,
In some cases, it may be formed into an arc shape with a relatively small radius.

その上向き大突条5は、その底部1に、該幅方向略全体
に上向き(山形状)に比較的高さが高く屈曲形成されて
いる。
The large upwardly protruding ridge 5 is formed on the bottom part 1 to be curved upward (mountain-shaped) substantially in the width direction with a relatively high height.

その上向き大突条5の長手方向中間に、一対の中間下向
き突条6,6が形成されている。この中間下向き突条6
.6は、突出側が下向きで、平面的にみると矢印状をな
している。該中間下向き突条6,6間に上向き突条7が
膨出形成されて、且つ該上向き突条7の下端と前記中間
下向き突条6とが、高さが略変わらない折曲線8を介し
て連続形成されている。
A pair of intermediate downward protrusions 6, 6 are formed at the longitudinal center of the large upward protrusion 5. This intermediate downward protrusion 6
.. 6, the protruding side faces downward and has an arrow shape when viewed from above. An upward protrusion 7 is formed to bulge between the intermediate downward protrusions 6, 6, and the lower end of the upward protrusion 7 and the intermediate downward protrusion 6 are connected to each other via a folding line 8 whose height is substantially unchanged. It is formed continuously.

特に、折曲線8を高さを略変わらない(略水平状)で、
中間下向き突条6と上向き突条7を形成したことにつき
具体的に詳述する。
In particular, the height of the folding line 8 should remain approximately unchanged (approximately horizontal),
The formation of the intermediate downward protrusion 6 and the upward protrusion 7 will be specifically described in detail.

第3図に示すように、上向き大突条5の最大高さ位置の
稜線を断面とし、底部1面から当該稜線までの高さをh
とし、ここにおける上向き突条7の最大高さ位置の稜線
上における。中間下向き突条6,6の外側端間の長さを
Lとし、中間下向き突条6の稜線の断面長さをllとし
ミ且つその中間下向き突条6の稜線の断面の水平方向(
X軸方向)の長さを2□とし、さらに水平方向(X軸方
向)と中間下向き突条6の稜線の断面となす角度をθと
すると、第3図に示すように、その上向き大突条5の稜
線の水平方向の長さは、一定なものであり、前記中間下
向き突条6,6の外側端間の長さをLも一定であるとす
ると、中間下向き突条6.6を下向きに膨出させるため
には、即ち、その中間下向き突条6の稜線の断面に相当
する長さをf、を、その底部1まで下側に屈曲するよう
に高さhだけ下げ、高さが略変わらない折曲線8を形成
するようにすると、今度は、その中間下向き突条6の稜
線の断面の水平方向の長さ12に減少するため、第3図
における長さ100箇所を、第3図における長さ!、又
はこれ以上に拡げるようにすることが必要である。これ
は、(lx  l。となる、即ち、中間下向き突条6,
6を形成して伸長させんとする長さSは、具体的には、
2(21−1,)となり、これが前記の!、−!。と等
しい・。
As shown in Fig. 3, the ridge line at the maximum height position of the upward large protrusion 5 is taken as the cross section, and the height from the bottom surface to the ridge line is h.
and on the ridgeline of the maximum height position of the upwardly directed protrusion 7 here. The length between the outer ends of the intermediate downward protrusions 6, 6 is L, the cross-sectional length of the ridge line of the intermediate downward protrusion 6 is ll, and the horizontal direction of the cross-section of the ridge line of the intermediate downward protrusion 6 (
If the length (in the X-axis direction) is 2□, and the angle between the horizontal direction (X-axis direction) and the cross section of the ridgeline of the intermediate downward protrusion 6 is θ, then the large upward protrusion is as shown in Fig. 3. The length of the ridgeline of the strip 5 in the horizontal direction is constant, and assuming that the length L between the outer ends of the intermediate downward protruding strips 6 and 6 is also constant, the intermediate downward protruding strip 6.6 is In order to bulge downward, the length f corresponding to the cross section of the ridge line of the intermediate downward protrusion 6 is lowered by a height h so as to bend downward to the bottom 1, and the height is If the bending line 8 is made to remain approximately unchanged, the horizontal length of the cross-section of the ridgeline of the intermediate downward protrusion 6 is reduced to 12, so the length of 100 points in FIG. Length in figure 3! , or it is necessary to expand it further. This becomes (lx l., that is, the intermediate downward protrusion 6,
Specifically, the length S to be extended by forming 6 is,
2 (21-1,), which is the above! ,-! . is equal to.

まず、j!+=h/sinθ、  it =h/lan
θとなり、 5=2(ffi+   j!z) =2 (h/sinθ−h / tanθ)=2h(1
−cosθ)/sinθ =2hsinθ/ (1+cosθ) −・−・−・・
・・(1)ここにおいて、θを約15度乃至30度にと
って、0.22 h乃至0.27 hとなり、その前記
長さPoの箇所を、高さhの0.22倍乃至0.27倍
押し拡げる成形をするものであり、ある程度延展性のあ
る材料なれば、充分に対応できるものである。
First of all, j! +=h/sinθ, it=h/lan
θ, and 5=2(ffi+j!z) =2 (h/sinθ−h/tanθ)=2h(1
−cosθ)/sinθ =2hsinθ/ (1+cosθ) −・−・−・・
...(1) Here, if θ is set to about 15 degrees to 30 degrees, it becomes 0.22 h to 0.27 h, and the point of the length Po is 0.22 to 0.27 times the height h. It is molded by double pressing and spreading, and any material that has some degree of ductility can be used satisfactorily.

前記突条9は、その傾斜部2.2の外面側又は内面側に
膨出するように屈曲形成され、その突条9の延びる方向
は折板状建築用板Aの長手方向に直交する方向(基準線
)に対して適宜な角度(例えば、直角等)を向き、その
突条9は上方にゆくに従って次第に小さくなるように形
成されている。
The protrusion 9 is bent so as to bulge toward the outer or inner surface of the inclined portion 2.2, and the direction in which the protrusion 9 extends is perpendicular to the longitudinal direction of the folded construction board A. The protrusion 9 is oriented at an appropriate angle (for example, right angle, etc.) with respect to the reference line, and the protrusion 9 is formed so as to gradually become smaller as it goes upward.

具体的には、その突条9の断面は、連続すると波形状に
形成されたり、或は連続すると略鋸刃状に形成されてい
る(図面参照)。実際には、突条9の断面は波形状にす
ることが多い。また、突条9を形成した傾斜部2の面に
対して鉛直方向からみて、その幅は上方にゆくに従って
次第に細くなるように形成されているが(図面参照)、
その突条9を形成したことで、傾斜部2の長手方向の長
さの縮み量が上方にゆくに従って次第に小さくなる要件
を備えていれば、その幅が上方にゆくに従って次第に広
がるように形成されることもある。その突条9を設ける
実施例は複数存在し、どのように設けるかは、その折板
状建築用板Aの中立軸の位置、材質等によって実験的に
求められている。
Specifically, the cross section of the protrusion 9 is formed into a wave shape when continuous, or is formed into a substantially sawtooth shape when continuous (see the drawing). In reality, the cross section of the protrusion 9 is often wave-shaped. Furthermore, when viewed in a direction perpendicular to the surface of the inclined portion 2 on which the protrusion 9 is formed, the width thereof is formed so as to gradually become narrower as it goes upward (see drawing).
By forming the protrusion 9, if the length of the inclined portion 2 in the longitudinal direction has the requirement that the amount of contraction in the length in the longitudinal direction gradually decreases as it goes upward, the width of the ridge 9 can be formed so that it gradually increases as it goes upward. Sometimes. There are a plurality of embodiments in which the protrusion 9 is provided, and how it is provided is determined experimentally depending on the position of the neutral axis of the folded architectural board A, the material, etc.

即ち、突条9を設けた実施例は、傾斜部2の下端よりそ
の上端までの全長に亘って設けられている(第1図参照
)。また、傾斜部2の下端より、その上端近くまで設け
られていたり、或いは、傾斜部2の下端より連結用屈曲
部3,4の中間位置まで突条9が設けられることもある
That is, in the embodiment in which the protrusion 9 is provided, it is provided over the entire length of the inclined portion 2 from the lower end to the upper end thereof (see FIG. 1). Further, the protrusion 9 may be provided from the lower end of the inclined part 2 to near the upper end thereof, or may be provided from the lower end of the inclined part 2 to a position halfway between the connecting bending parts 3 and 4.

前記上向き大突条5と突条9とは、まず、上向き大突条
5は上向きで、突条9が外向きで、突出側が食い違って
おり、略■字状折曲線を介して連続的に形成されている
(第1図乃至第4図参照)。
The large upward protrusion 5 and the protrusion 9 are, first, the large upward protrusion 5 faces upward, the protrusion 9 faces outward, the protruding sides are different, and they are continuous through a substantially ■-shaped folded line. (See FIGS. 1 to 4).

また、上向き大突条5と突条9とは、まず、上向き大突
条は上向きで、突条9が内向きで、突出側が同じにしつ
つ連続的に形成されている(第9図参照)。
In addition, the upward large protrusions 5 and 9 are formed continuously with the upward large protrusions facing upward, the protrusions 9 facing inward, and the protruding sides being the same (see Figure 9). .

このような上向き大突条5.中間下向き突条6゜6及び
上向き突条7.突条9,9等は、長手方向に直線状の折
板状建築用板Aを成形後に、プレス加工にて成形され、
それらが屈曲形成されて初めてその長手方向を所望の曲
率に彎曲させることができる。その上向き大突条5.中
間下向き突条6゜6及び上向き突条7.突条9.9は、
その折板状建築用板Aの長手方向に連続して形成された
り、或いは適宜の間隔に形成されている。連続して形成
されるときでも、その直線状の折板状建築用板Aの端部
箇所(例えば軒先部)に適宜な曲率の彎曲状部を設けた
り(第1図参照)、また、適宜の間隔に設けるときでも
、その折板状建築用板Aの長手方向全体に設けて、大き
な曲率のアーチ状に成形することもある。
Such a large upward ridge 5. Intermediate downward protrusion 6°6 and upward protrusion 7. The protrusions 9, 9, etc. are formed by press processing after forming the folded plate-like architectural board A that is linear in the longitudinal direction,
Only after they are bent can their longitudinal direction be bent to a desired curvature. Its large upward ridge 5. Intermediate downward protrusion 6°6 and upward protrusion 7. The protrusion 9.9 is
They are formed continuously in the longitudinal direction of the folded architectural board A, or are formed at appropriate intervals. Even when formed continuously, curved portions with appropriate curvatures may be provided at the end portions (for example, at the eaves) of the linear folded architectural boards A (see Figure 1), or as appropriate. Even when they are provided at intervals of , they may be provided over the entire longitudinal direction of the folded architectural board A and formed into an arch shape with a large curvature.

以上のような各実施例の彎曲状建築用仮において、底部
1が幅広の場合には、その中間に1乃至複数(第7図に
おいて1山)の断面台形山状の膨出部10が形成されて
いる。この膨出部10の両側の傾斜面は、前記の傾斜部
2と同等高さ、同等の傾斜角度を有し、その傾斜面にも
、傾斜部2に形成したと同様の突条が設けられている(
第7図参照)。また、各実施例の彎曲状建築用板におい
て、連結用屈曲部3.4が山形部3a、4aの場合(第
1図、第2図参照)、その山形部3a、4aの外側の傾
斜片には、外端突条9aが夫り形成されている。また、
図示しないが、発泡合成樹脂等の断熱材が、その彎曲状
建築用板の裏面に貼着されることもある。
In the curved construction tent of each of the above embodiments, if the bottom 1 is wide, one or more (one peak in FIG. 7) bulges 10 having a trapezoidal cross-section are formed in the middle thereof. has been done. The sloped surfaces on both sides of this bulging portion 10 have the same height and the same slope angle as the sloped portion 2, and the sloped surfaces are also provided with protrusions similar to those formed on the sloped portion 2. ing(
(See Figure 7). In addition, in the curved construction board of each embodiment, when the connecting bent portions 3.4 are chevron portions 3a, 4a (see FIGS. 1 and 2), an inclined piece on the outside of the chevron portions 3a, 4a. An outer end protrusion 9a is formed on the outer end. Also,
Although not shown, a heat insulating material such as foamed synthetic resin may be attached to the back surface of the curved construction board.

その彎曲状建築用板による屋根又は壁等の施工について
説明すると、隣接する受金具間に、彎曲状建築用板が載
置され、同時にその彎曲状建築用板の長手方向が、母屋
等の構造材の長手方向に略直交する(直交も含む)よう
にされ、前位(前位置)の彎曲゛状建築用板の連結用屈
曲部3と、隣接の(次の)彎曲状建築用板の連結用屈曲
部4とが連結固着され、これらが順次繰り返されて、彎
曲状軒先部等が葺成されている。
To explain the construction of roofs, walls, etc. using the curved construction board, the curved construction board is placed between adjacent metal fittings, and at the same time, the longitudinal direction of the curved construction board is connected to the structure of the main building etc. The connection bending part 3 of the curved building board at the front (front position) and the adjacent (next) curved building board The connecting bending portion 4 is connected and fixed, and these steps are repeated one after another to form a curved eave portion and the like.

図中11は吊子材、12はキャップ材である。In the figure, 11 is a hanger material, and 12 is a cap material.

〔発明の効果〕〔Effect of the invention〕

本発明においては、底部1の両側より外側上方に向かう
傾斜部2.2を形成し、該傾斜部2.2上端に連結用屈
曲部3,4を夫々形成し、その底部1には、線幅方向全
体に上向き大突条5を形成し、該上向き大突条5の中間
に形成した一対の中間下向き突条6.6間に、上向き突
条7を形成し、且つ該上向き突条7,7の両側下端と前
記中間下向き突条6,6とを、高さが略変わらない折曲
線8.8を介して連続形成し、前記傾斜部2には、上方
にゆくに従って次第に小さくなる突条9を形成し、それ
ら各部の長手方向を適宜の曲率に彎曲した。彎曲状建築
用板としたことにより、第1に底部1箇所のみで雨水を
流下しやすくでき、第2に彎曲形成が極めて整然とでき
、第3に安価に製作できる等の効果を奏する。
In the present invention, an inclined part 2.2 is formed outwardly upward from both sides of the bottom part 1, and connecting bent parts 3 and 4 are respectively formed at the upper end of the inclined part 2.2. A large upward protrusion 5 is formed in the entire width direction, an upward protrusion 7 is formed between a pair of intermediate downward protrusions 6 and 6 formed in the middle of the large upward protrusion 5, and the upward protrusion 7 is formed. . A strip 9 was formed, and the longitudinal direction of each portion thereof was curved to an appropriate curvature. The curved construction board has the following effects: firstly, rainwater can easily flow down from only one location on the bottom, secondly the curve can be formed in an extremely orderly manner, and thirdly it can be manufactured at low cost.

これらの効果について詳述すると、まず、底部lには、
該幅方向全体に上向き大突条5を形成しつつも、一対の
中間下向き突条6,6間に、上向き突条7を形成し、且
つ該上向き突条7.7の両側下端と前記中間下向き突条
6.6とを、高さが略変わらない折曲線8.8を介して
連続形成したことにより、その底部1上の上向き大突条
5の存在にて、隣接する上向き大突条5.5間に雨水が
溜ることになるが、その高さが略変わらない折曲線8を
介してその上向き大突条5の両側端部処理をしているた
め、雨水はその折曲線8箇所から下方に流下し、その上
向き大突条5に雨水が一切溜ることなく、その彎曲状の
底部1を腐食させるようなこともな(、長期の使用に耐
えうるものである。このように底部1箇所のみで雨水処
理をした所に大きな効果がある。
To explain these effects in detail, first, on the bottom l,
While forming the large upward protrusion 5 in the entire width direction, an upward protrusion 7 is formed between the pair of intermediate downward protrusions 6, 6, and the lower ends of both sides of the upward protrusion 7.7 and the middle By forming the downward protrusion 6.6 continuously through the folded line 8.8 whose height does not change, the presence of the upward large protrusion 5 on the bottom 1 allows the adjacent upward large protrusion to 5. Rainwater will accumulate between 5 and 5, but since the both ends of the large upward ridge 5 are treated through the folded line 8 whose height remains almost the same, the rainwater will collect at the 8 folded lines. rainwater flows downward from the top, and does not collect on the large upward ridge 5, and does not corrode the curved bottom 1 (which can withstand long-term use. In this way, the bottom There is a big effect in places where rainwater is treated in only one place.

本発明では、特に、上向き大突条5の中間に形成した一
対の中間下向き突条6,6間に、高さが略変わらない折
曲線8を介して上向き突条7を連続形成したことにより
、一般には、延展性等が少ない金属板よりなる底部1に
は、高さが略変わらない折曲線8を形成することは極め
て困難、即ち、成形時に破損又は損傷する虞があるが、
本発明では、上向き大突条5が上側で、その中間下向き
突条6が下向きで、上向き突条7が上向きであり、これ
が交互に成形することとなって、その高さが略変わらな
い折曲線8も、その底部lの長手方向には充分に収縮さ
せることができるし、また、その中間下向き突条6を成
形するのに、確かに、上向き突条7を構成する部材に僅
かな延展性を必要とするが、亜鉛鉄板でも、本発明のよ
うな構成にて、比較的簡単に成形できる。
In the present invention, in particular, the upward protrusion 7 is continuously formed between the pair of intermediate downward protrusions 6, 6 formed in the middle of the large upward protrusion 5, via the folded line 8 whose height does not change substantially. In general, it is extremely difficult to form a folding line 8 of almost constant height on the bottom part 1 made of a metal plate with low ductility, which means that there is a risk of breakage or damage during molding.
In the present invention, the large upward protrusion 5 is on the upper side, the intermediate downward protrusion 6 is downward, and the upward protrusion 7 is upward, and these are formed alternately, so that the height thereof remains almost unchanged. The curve 8 can also be sufficiently contracted in the longitudinal direction of the bottom l, and in order to form the intermediate downward protrusion 6, it is true that the members constituting the upward protrusion 7 must be slightly extended. However, even a galvanized iron plate can be formed relatively easily with the structure of the present invention.

また、彎曲すると圧縮曲げ応力が大きく生じる底部1及
び傾斜部2,2には、上向き大突条5゜雨中間下向き突
条6.6及び、上方にゆくに従って次第に小さくなる突
条9,9を形成され、さらに、前述した高さが略変わら
ない折曲線8自体も縮むようになり、ひいては、折板状
建築用板Aの長手方向にかなり大きな縮み量を与えるこ
とができ、全体として、その長手方向に、高さに応じて
、適宜の長さの縮み量を積極的に与えることができ、底
部1傾斜部2.2には圧縮応力等を何等生じさせないよ
うにでき、これによる歪等も発生せず、その断面の中立
軸付近及びこの下側の傾斜部2゜2底部1を整然と彎曲
成形できる。この彎曲形成につれて上部の連結用屈曲部
3,4箇所も整然と彎曲形成することができる。
In addition, the bottom portion 1 and the inclined portions 2, 2, where a large compressive bending stress occurs when curved, are provided with large upward ridges 5°, middle downward ridges 6.6, and ridges 9, 9 that gradually become smaller as they move upward. Furthermore, the above-mentioned folding line 8, whose height remains almost the same, also shrinks, and as a result, a considerably large amount of shrinkage can be given to the folded architectural board A in the longitudinal direction, and as a whole, the longitudinal direction It is possible to actively give an appropriate amount of shrinkage in the direction and height according to the height, and it is possible to prevent any compressive stress etc. from being generated in the bottom part 1 slope part 2.2, and the distortion etc. due to this can be avoided. This does not occur, and the inclined portion 2° 2 bottom portion 1 near the neutral axis of the cross section and below this can be neatly curved. As this curvature is formed, the upper connection bending portions 3 and 4 can also be curvatured in an orderly manner.

以上のように彎曲成形を良好にしつつ、底部1箇所で雨
水処理したことが大きな特長である。また、所望の曲率
に彎曲形成できたことで、軒先部に別なものを突き合わ
せ等して固着しなければならなかった面倒なことは解決
し、極めて簡易かつ迅速に軒先施工ができる。
As mentioned above, the major feature is that the curved shape is well formed and rainwater is treated at one location on the bottom. In addition, by being able to form a curve to a desired curvature, the troublesome trouble of having to butt and secure another object to the eaves end is eliminated, and the eaves end construction can be done extremely simply and quickly.

さらに、本発明の構成は、底部1のみの改良にて解決で
き、極めて簡単であり、製造しやすく、安価に提供でき
る利点がある。
Furthermore, the structure of the present invention can be solved by improving only the bottom part 1, and has the advantage of being extremely simple, easy to manufacture, and able to be provided at low cost.

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

図面は本発明の実施例を示すものであって、その第1図
は本発明の斜視図、第2図は第1図の要部展開平面図、
第3図は第2図■−■矢視断面図、第4図は第2図IV
−TV矢視断面図、第5図は第1図の要部拡大斜視図、
第6図は第5図■−■矢視断面図、第7図は本発明の幅
方向中間に膨出部を形成した斜視図、第8図乃至第10
図は別の実施例の彎曲状建築用板の断面図である。 1・・・・・・底部、     2・・・・・・傾斜部
、3.4・・・・・・連結用屈曲部、5・・・・・・上
向き大突条、6・・・・・・中間下向き突条、7・・・
・・・上向き突条、8・・・・・・折曲線、    9
・・・・・・突条。
The drawings show an embodiment of the present invention, in which Figure 1 is a perspective view of the invention, Figure 2 is a developed plan view of the main part of Figure 1,
Figure 3 is a sectional view of Figure 2 ■-■, Figure 4 is Figure 2 IV
-TV sectional view in the direction of the arrow; FIG. 5 is an enlarged perspective view of the main part of FIG. 1;
FIG. 6 is a cross-sectional view taken along the arrows of FIG.
The figure is a cross-sectional view of another embodiment of a curved construction board. DESCRIPTION OF SYMBOLS 1... Bottom part, 2... Inclined part, 3.4... Connection bending part, 5... Upward large protrusion, 6... ...Middle downward protrusion, 7...
...Upward protrusion, 8...Folding line, 9
...Protrusion.

Claims (1)

【特許請求の範囲】[Claims] (1)底部の両側より外側上方に向かう傾斜部を形成し
、該傾斜部上端に連結用屈曲部を夫々形成し、その底部
には、該幅方向全体に上向き大突条を形成し、該上向き
大突条の中間に形成した一対の中間下向き突条間に、上
向き突条を形成し、且つ該上向き突条の両側下端と前記
中間下向き突条とを、高さが略変わらない折曲線を介し
て連続形成し、前記傾斜部には、上方にゆくに従って次
第に小さくなる突条を形成し、それら各部の長手方向を
適宜の曲率に彎曲したことを特徴とした彎曲状建築用板
(1) A sloped portion facing outward and upward from both sides of the bottom portion is formed, a connecting bent portion is formed at the upper end of the sloped portion, and a large upward ridge is formed on the bottom portion of the bottom portion in the entire width direction; An upward protrusion is formed between a pair of intermediate downward protrusions formed in the middle of the large upward protrusion, and the lower ends of both sides of the upward protrusion and the intermediate downward protrusion are bent at substantially the same height. A curved architectural board, characterized in that the inclined part is formed with a protrusion that gradually becomes smaller as it goes upward, and the longitudinal direction of each part is curved to an appropriate curvature.
JP11246987A 1987-05-11 1987-05-11 Curved building panel Pending JPS63280149A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11246987A JPS63280149A (en) 1987-05-11 1987-05-11 Curved building panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11246987A JPS63280149A (en) 1987-05-11 1987-05-11 Curved building panel

Publications (1)

Publication Number Publication Date
JPS63280149A true JPS63280149A (en) 1988-11-17

Family

ID=14587420

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11246987A Pending JPS63280149A (en) 1987-05-11 1987-05-11 Curved building panel

Country Status (1)

Country Link
JP (1) JPS63280149A (en)

Similar Documents

Publication Publication Date Title
JPS63280149A (en) Curved building panel
JPS6136448A (en) Shingling structure of metal roof panel
JPS63280148A (en) Curved building panel
JP4981823B2 (en) Metal roofing material and its laying structure
US3089281A (en) Building roofing structure
JPS6016175Y2 (en) curved architectural board
JPS61134463A (en) Vertical shingled roof
JPS62133242A (en) Curved building panel
JPS6016173Y2 (en) Curved construction board
JPS6016174Y2 (en) curved architectural board
JPS62133243A (en) Curved building panel
JPS6011187B2 (en) curved architectural board
JP7406384B2 (en) Roofing materials for repairing existing roofs
JPH04147B2 (en)
JP2661618B2 (en) Repair roof
JP3403529B2 (en) Corner roof ridge structure
JPS6023224B2 (en) curved architectural board
JPS6023221B2 (en) Curved construction board
JPS6139775Y2 (en)
JPS6039823B2 (en) curved architectural board
JPS6344498Y2 (en)
JPS6229534Y2 (en)
JPS6023222B2 (en) Curved construction board
JPH02194244A (en) Roof board
JPH0135846Y2 (en)