JPS6016175Y2 - curved architectural board - Google Patents

curved architectural board

Info

Publication number
JPS6016175Y2
JPS6016175Y2 JP7232980U JP7232980U JPS6016175Y2 JP S6016175 Y2 JPS6016175 Y2 JP S6016175Y2 JP 7232980 U JP7232980 U JP 7232980U JP 7232980 U JP7232980 U JP 7232980U JP S6016175 Y2 JPS6016175 Y2 JP S6016175Y2
Authority
JP
Japan
Prior art keywords
protrusions
longitudinal direction
curved
sloped
protrusion
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
Application number
JP7232980U
Other languages
Japanese (ja)
Other versions
JPS56176921U (en
Inventor
友秀 寺坂
知義 細谷
Original Assignee
三晃金属工業株式会社
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 三晃金属工業株式会社 filed Critical 三晃金属工業株式会社
Priority to JP7232980U priority Critical patent/JPS6016175Y2/en
Publication of JPS56176921U publication Critical patent/JPS56176921U/ja
Application granted granted Critical
Publication of JPS6016175Y2 publication Critical patent/JPS6016175Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、断面路■字状の金属製の長尺の建築用板の長
手方向を、適宜の曲率に極めて整然かつ確実に彎曲成形
できるとともに、その彎曲状部の曲げ強度を強固にでき
、葺成したときには重合部の雨仕舞が良好となる彎曲状
建築用板に関する。
[Detailed description of the invention] [Field of industrial application] The present invention is capable of extremely orderly and reliably curving a long metal construction board with a cross-sectional shape to an appropriate curvature in the longitudinal direction. The present invention also relates to a curved building board that can increase the bending strength of the curved portion and has good rain protection at the overlapped portion when roofed.

〔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、体育館、工場等の屋根に、その軒先
端を彎曲させた種々の建築用板が使用されている。
Recently, various architectural boards with curved eaves tips have been used on the roofs of station platforms, gymnasiums, factories, etc.

その中で、底部の両側に傾斜部を形威し、この夫々上端
に山状部を形威した断面路■字状の金属製の長尺な建築
用板(通称1折板ヨという)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。
Among them, there is a long metal construction board (commonly known as a single-fold board) with a cross-sectional shape of a cross section, which has sloped parts on both sides of the bottom and a mountain-like part at the top of each board. Research and development are actively being carried out on curving methods for curving the longitudinal direction to appropriate curvatures when viewed from the side, curving forming devices, and curving boards for use in curved construction.

それを彎曲するのに、プレス技術にてリブを屈曲形威し
、その断面の高さく深さ)に応じて、長手方向に対して
異なる縮み量を与え、所望の曲率に底形している。
To curve it, the ribs are bent into a bent shape using a pressing technique, and depending on the height and depth of the cross section, different amounts of shrinkage are applied in the longitudinal direction, giving the bottom shape the desired curvature. .

ところが、そのリブは、長手方向に対して、直交または
略直交し、彎曲成形させるためのみのものであり、その
リブ形成にて彎曲状部の曲げ強度を増加ささせるような
ことができなかったし、そのリブでは、斎戒したときに
、重合箇所に雨水が浸入しやすい不都合があった。
However, the ribs are perpendicular or substantially perpendicular to the longitudinal direction and are only used to form a curved portion, and it has not been possible to increase the bending strength of the curved portion by forming the ribs. However, this rib had the disadvantage that rainwater easily entered the overlapped portion when the patient was fasting.

〔問題点を解決するための手段〕[Means for solving problems]

そこで考案者は、前記問題点等を解決すべく鋭意、研究
を重ねた結果、本考案を、底部の両側より外側上方に向
かう傾斜部を形威し、この上端より外方に頂面を形威し
、この外端より外側下方に傾斜端縁を設け、その底部に
は、この底部の幅間に亘る大突条を上面側または下面側
に屈曲させ、その傾斜部及び傾斜端縁には上方にゆくに
従って次第に小さくなる傾斜突条を内面側または外面側
に屈曲形成腰かつ傾斜突条の延びる方向は長手方向に直
交する方向に対して適宜の角度傾斜させ、前記大突条端
と傾斜突条基部とを連続形成し、その大突条、傾斜突条
を長手方向に連続または適宜の間隔に設けて、その長手
方向を適宜の曲率に彎曲したことにより、長手方向に適
宜の長さの縮み量を高さく深さ)等に応じて与え、その
長手方向を側面からみて所望の曲率に極めて整然かつ確
実に彎曲成形できるとともに、その傾斜突条の存在で、
彎曲状部の曲げ強度を増加させることができるし、また
、葺成したときに、重合部の雨仕舞を良好にでき前記の
欠点を解消し、さらに、彎曲状部を強固にしたことでそ
の建築用板の板厚を比較的薄材にでき、ひいては比較的
安価な彎曲状建築用板を提供できる。
Therefore, as a result of intensive research to solve the above-mentioned problems, the inventor developed the present invention by forming an inclined part outwardly upward from both sides of the bottom part, and forming the top surface outward from this upper end. In addition, a sloped edge is provided outwardly and downwardly from this outer end, and at the bottom thereof, a large protrusion spanning the width of this bottom part is bent to the upper surface side or lower surface side, and the sloped part and sloped edge are The inclined protrusion, which gradually becomes smaller as it goes upward, is bent to the inner or outer side.The extending direction of the inclined protrusion is inclined at an appropriate angle with respect to the direction perpendicular to the longitudinal direction, and the end of the large protrusion is inclined. The base of the protrusion is formed continuously, the large protrusion and the inclined protrusion are provided continuously or at appropriate intervals in the longitudinal direction, and the longitudinal direction is curved to an appropriate curvature, so that the protrusion has an appropriate length in the longitudinal direction. The amount of shrinkage is given according to the height and depth), etc., and the longitudinal direction can be curved to the desired curvature extremely orderly and reliably when viewed from the side.
It is possible to increase the bending strength of the curved part, and when roofing is done, the overlapping part can be well protected from rain, eliminating the above-mentioned drawbacks.Furthermore, by making the curved part strong, it can be improved. The thickness of the construction board can be made relatively thin, and the curved construction board can be provided at a relatively low cost.

〔実施例〕〔Example〕

以下、本考案の実施例を第1図乃至第15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 15.

Aは長尺の金属製の建築用板であって、鉄骨または鉄筋
コンクリート構造物の屋根板または壁板として使われる
A is a long metal construction board, which is used as a roof board or wall board of a steel frame or reinforced concrete structure.

1はその建築用板Aの底部で、断面は略平担状に形成さ
れ、この底部1の両側より外側上方に向かい、かつ比較
的高さの高い傾斜部2,2が形成されている。
Reference numeral 1 designates the bottom of the architectural board A, which has a substantially flat cross-section, and has sloped parts 2, 2 which extend outward and upward from both sides of the bottom 1 and are relatively high in height.

この傾斜部2の傾斜角は約45°乃至約70°をなしく
図面では約600)、高さも比較的高い範囲で適宜変え
ることもある。
The angle of inclination of this inclined portion 2 is approximately 45° to approximately 70° (approximately 600° in the drawing), and the height may be changed as appropriate within a relatively high range.

この傾斜部2,2の夫々上端より適宜な幅の略水平状の
頂面3,3が形成されている。
Approximately horizontal top surfaces 3, 3 having appropriate widths are formed from the upper ends of the inclined portions 2, 2, respectively.

この頂面3,3の外端より、外側下方に向かう傾斜端縁
4,4が連設形成されている。
From the outer ends of the top surfaces 3, 3, inclined edges 4, 4 extending outward and downward are formed in series.

その一方側(第6図において右側)の傾斜端縁4は、こ
の下端が内側に屈曲されている。
The lower end of the inclined edge 4 on one side (the right side in FIG. 6) is bent inward.

また、一方側(第6図において右側)の傾斜部2の上部
と頂面3傾斜端縁4とで構成される山形部は、他方側(
第6図において左側)の傾斜部2の上部と頂部3傾斜端
縁4とで構成される山形部とで構成される山形部よりは
、その板厚tだけ大きくなるように形成され、一方側の
山形部が、隣接する建築用板Aの他方側の山形部に整然
かつ確実に重合するように構成されている(第6図の右
側箇所参照)。
In addition, the chevron formed by the upper part of the slope part 2 on one side (the right side in FIG. 6) and the top surface 3 and the slope edge 4 on the other side (the right side in FIG.
It is formed to be larger by the plate thickness t than the chevron formed by the upper part of the sloped part 2 and the top 3 and the sloped edge 4 on the left side in FIG. The chevron portion is configured to overlap the chevron portion on the other side of the adjacent architectural board A in an orderly and reliable manner (see the right side portion of FIG. 6).

その底部1傾斜部2,2頂面3,3傾斜端縁4,4にて
形成された建築用板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、
後述の大突条5傾斜突条6,6′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。
The architectural board A, which is formed by the bottom part 1 sloped parts 2, 2 top surfaces 3, 3 sloped edges 4, 4, is a single long metal plate that is integrally formed by a multistage upper and lower roll forming machine. It is molded into
The large protrusions 5 and the inclined protrusions 6, 6', which will be described later, are not bent but are formed linearly in the longitudinal direction.

また、その建築用板Aの夫々の隅角部は殆ど角形に猛威
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。
Further, each corner of the architectural board A is almost always square, but in some cases it may be formed into an arc with a relatively small radius.

その建築用板Aの底部1には、平面的にみて7字状(第
1図、第2図参照)、或は円弧状(第11図参照)、ジ
グザグ状(第12図参照)に大突条5が屈曲形成されて
いる。
The bottom part 1 of the architectural board A has a large shape in a 7-shape (see Figures 1 and 2), an arc shape (see Figure 11), or a zigzag shape (see Figure 12) when viewed from above. The protrusion 5 is formed in a bent manner.

また、この大突条5は、その建築用板Aの長手方向に直
交して直線状に形成されることもある(第8図、第13
図参照)。
Further, the large protrusion 5 may be formed in a straight line orthogonal to the longitudinal direction of the architectural board A (Figs. 8 and 13).
(see figure).

この大突条5は、底部1の幅間に亘り、底部1の上面側
または下面側に屈曲され、その大突条5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)。
The large protrusion 5 extends across the width of the bottom part 1 and is bent toward the top or bottom side of the bottom part 1, and the cross section of the large protrusion 5 is formed into a wave shape when it is continuous, or approximately into a wave shape when it is continuous. It is shaped like a saw blade (see drawing).

実際には、波形状にすることが多い。In reality, it is often made into a wave shape.

この大突条5形成による長手方向の縮み量は、底部1の
どこでも同一量になるように構成されている。
The amount of contraction in the longitudinal direction due to the formation of the large protrusion 5 is configured to be the same amount everywhere on the bottom portion 1.

6,6′は傾斜突条であって、その傾斜部2,2傾斜端
縁4,4′の内面側または外面側に屈曲形成され、かつ
その傾斜突条6,6′の延びる方向は建築用板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θ(
例えば、約20°乃至50°)傾斜して形成されている
Reference numerals 6 and 6' denote inclined protrusions, which are bent on the inner or outer side of the inclined portions 2 and 2 and the inclined edges 4 and 4', and the direction in which the inclined protrusions 6 and 6' extend corresponds to the architectural direction. An appropriate angle θ(
For example, it is formed at an angle of about 20° to 50°.

(第2図、第7図、第8図参照)。(See Figures 2, 7, and 8).

その傾斜突条6゜6′は上方にゆくに従って次第に小さ
くなるように猛威されている。
The inclined protrusions 6° 6' are designed to gradually become smaller as they move upward.

その傾斜突条6,6′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)。
The cross sections of the inclined protrusions 6, 6' are formed into a wave shape when continuous, or are formed into a substantially sawtooth shape when continuous (see the drawing).

実際には、傾斜突条6,6′の断面は波形状にすること
が多い。
In reality, the cross sections of the inclined protrusions 6, 6' are often wave-shaped.

また、傾斜突条6を形成した傾斜部2の面、或は傾斜突
条6′を形成した傾斜端縁4面の夫々に対して鉛直方向
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(第1図、第2図、第7図、第
8図参照)、その傾斜突条6,6′を猛威したことで、
傾斜部2傾斜端縁4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。
Furthermore, when viewed from the perpendicular direction to each of the surfaces of the inclined portion 2 on which the inclined protrusions 6 are formed or the four surfaces of the inclined edges on which the inclined protrusions 6' are formed, the width thereof gradually becomes narrower as it goes upward. (See Figures 1, 2, 7, and 8), but by making the inclined protrusions 6, 6' violent,
If the length of the inclined portion 2 and the inclined edge 4 is required to be reduced in length in the longitudinal direction as it goes upward, it may be formed so that its width gradually increases as it goes upward.

その傾斜突条6.6′は一般に傾斜部2,2傾斜端縁4
,4の下端から上端までの全長に設けられている(第1
図、第2図、第7図、第8図、第12図、第13図参照
)。
Its inclined ridges 6,6' generally have inclined parts 2, 2 inclined edges 4
, 4 from the lower end to the upper end (first
2, 7, 8, 12, and 13).

その傾斜部2の高さが高く、中立軸が比較的下がった位
置となって、その材料が延展性に少し富む場合には、傾
斜突条6,6′は、傾斜部2,2傾斜端縁4,4夫々の
下端より上端近くまで設けることがある(第11図参照
)。
If the height of the inclined part 2 is high, the neutral axis is in a relatively lower position, and the material has a little good ductility, the inclined protrusions 6, 6' are formed at the inclined ends of the inclined parts 2, 2. The edges 4, 4 may be provided from the lower end to near the upper end (see Fig. 11).

何れの場合の傾斜突条6,6′の基部(傾斜部下端位置
)は底部1の大突条5端に連続して形成されている。
In either case, the base portions (lower end positions of the slopes) of the inclined protrusions 6, 6' are formed continuously with the ends of the large protrusions 5 of the bottom portion 1.

これら大突条5傾斜突条6,6′は、長手方向に直線状
の建築用板Aを成形後に、プレス加工にて成形され、そ
れらが屈曲形威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。
These large ridges 5 and slanted ridges 6, 6' are formed by press processing after forming the longitudinally straight architectural board A, and only after they are bent into a desired curvature in the longitudinal direction. It can be curved to

その大突条5傾斜突条6,6′は、その建築用板Aの長
手方向に連続して形成されたり、或は適宜の間隔に形成
されている。
The large ridges 5 and the inclined ridges 6, 6' are formed continuously in the longitudinal direction of the building board A, or are formed at appropriate intervals.

連続して形成される時でも、その直線状の建築用板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。
Even when they are formed continuously, curved portions with appropriate curvatures may be provided at the end portions (e.g., at the eaves) of the straight architectural board A (see Figure 1), or at appropriate intervals. Even when it is provided, it may be provided over the entire longitudinal direction of the architectural board A and formed into an arch shape with a large curvature.

また、その底部1が幅広の場合には、その中間に1乃至
複数(第13図においては1山)の断面台形山形状の膨
出部7が形成されている。
When the bottom 1 is wide, one or more (one peak in FIG. 13) bulges 7 having a trapezoidal mountain cross section are formed in the middle thereof.

この膨出部7の両側の傾斜面は、前記の傾斜部2と同等
高さ、同等の傾斜角を有し、その傾斜面にも、傾斜部2
に形成した傾斜突条6が形成されている。
The sloped surfaces on both sides of this bulging portion 7 have the same height and the same slope angle as the sloped portion 2, and the sloped surfaces also have the same height and slope as the sloped portion 2.
An inclined protrusion 6 is formed.

また、図示しないが、発泡合成樹脂等の断熱材が、その
建築用板Aの裏面に貼着されることがある。
Further, although not shown, a heat insulating material such as foamed synthetic resin may be attached to the back surface of the architectural board A.

なお、その彎曲状建築用板による屋根または壁等の施工
は、構造材上に受金具を介して固設した彎曲状建築用板
の他方側(第6図において左側)の山伏部(傾斜部2の
上部、頂部3傾斜端縁4とで構成されている)に、隣接
の彎曲状建築用板の一方側(第6図において右側)の山
状部を載置重合腰その頂面3,3相互をボルト等にて固
着して施工する。
In addition, when constructing a roof or wall using the curved construction board, it is necessary to install the curved construction board on the other side (the left side in Fig. The mountain-like part on one side (the right side in Fig. 6) of the adjacent curved construction board is placed on the upper part of the board (consisting of the top part 3 and the sloped edge 4). 3. Fix each other with bolts etc. and install.

また、長手方向に直接状の建築用板Aも前記と同様にし
て施工する。
Furthermore, the construction board A that is straight in the longitudinal direction is also constructed in the same manner as described above.

〔考案の効果〕[Effect of idea]

本考案においては、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、この上端より外方に頂面3,3
を形成し、この外端より外側下方に傾斜端縁4,4を設
け、その底部1には、この底部1の幅間に亘る大突条5
を上面側または下面側に屈曲させ、その傾斜部2,2及
び傾斜端縁4.4には上方にゆくに従って次第に小さく
なる傾斜突条6,6′を内面側または外面側に屈曲形威
し、かつ傾斜突条6の延びる方向は長手方向に直交する
方向に対して適宜の角度傾斜させ、前記大突条5端と傾
斜突条6基部とを連続形威し、その大突条5傾斜突条6
,6′を長手方向に連続または適宜の間隔に設けて、そ
の長手方向を適宜の曲率に彎曲したことにより、第1に
建築用板Aを極めて整然と彎曲成形できる腰革2に傾斜
突条6.6′の存在にて、彎曲できるようにするととも
に、長手方向に対しての断面係数を増加させて強固にで
きるし、第3に安価に製作できる等の効果を奏する。
In the present invention, inclined parts 2, 2 are formed outwardly and upwardly from both sides of the bottom part 1, and top surfaces 3, 3 are formed outwardly from this upper end.
is formed, and sloped edges 4, 4 are provided outwardly and downwardly from this outer end, and the bottom part 1 is provided with a large protrusion 5 spanning the width of this bottom part 1.
is bent toward the upper surface side or lower surface side, and the inclined portions 2, 2 and the inclined edge 4.4 are provided with inclined protrusions 6, 6' that gradually become smaller toward the inner surface or outer surface. , and the extending direction of the inclined protrusion 6 is inclined at an appropriate angle with respect to the direction perpendicular to the longitudinal direction, so that the end of the large protrusion 5 and the base of the inclined protrusion 6 are continuous, and the large protrusion 5 is inclined. Projection 6
, 6' are provided continuously or at appropriate intervals in the longitudinal direction, and by curving the longitudinal direction to an appropriate curvature, firstly, the inclined protrusions 6 are formed on the waist leather 2, which allows the architectural board A to be curved in an extremely orderly manner. The presence of .6' makes it possible to bend, increase the section modulus in the longitudinal direction and make it stronger, 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、彎曲しようと
すると圧縮曲げ応力が大きく生じる底部1傾斜部2,2
及び傾斜端縁4,4には(彎曲するときの仮想の中立面
は頂面3付近となっている)、大突条5傾斜突条6,6
′を形成したことで、その長手方向に適宜の長さの縮み
量を高さく深さ)に応じて積極的に与えることができる
To explain these effects in detail, firstly, when the bottom part 1 is bent, compressive bending stress is generated to a large extent.
And on the inclined edges 4, 4 (the virtual neutral plane when curving is near the top surface 3), there are large protrusions 5, inclined protrusions 6, 6.
By forming ', it is possible to actively provide an appropriate amount of shrinkage in the longitudinal direction according to the height and depth.

このため底部1傾斜部2,2傾斜端縁4,4には何等の
圧縮曲げ応力等を生じさせないようにでき、これによる
歪等も発生せず、建築用板Aの長手方向を側面からみて
所望の曲率に極めて整然かつ確実に彎曲成形することが
できる。
Therefore, it is possible to prevent any compressive bending stress from occurring on the bottom portion 1 inclined portions 2, 2 inclined edges 4, 4, and distortion due to this does not occur. It is possible to form a curve to a desired curvature extremely orderly and reliably.

また、本考案では、その傾斜突条6,6′延びる方向を
、長手方向に直交する方向に適宜の角度傾斜させつつ、
傾斜部2,2傾斜端縁4,4に屈曲形威したことにより
、これを形成した彎曲状部の曲げ強度を強固にできる。
In addition, in the present invention, the direction in which the inclined protrusions 6, 6' extend is inclined at an appropriate angle in the direction perpendicular to the longitudinal direction,
By forming the inclined portions 2, 2 and the inclined edges 4, 4 into a bent shape, the bending strength of the curved portion formed therein can be increased.

この作用効果について詳述すると、第15図の平板aに
、X方向に延びるリブbをy方向に複雑併設すると、X
方向の断面が連続して大きくなり(断面係数が増加する
)、X方向の曲げ強度を著しく大きくできる。
To explain this effect in detail, if ribs b extending in the X direction are arranged in a complicated manner in the y direction on the flat plate a in FIG.
The cross section in the direction becomes continuously larger (the section modulus increases), and the bending strength in the X direction can be significantly increased.

その反面、y方向の曲げ強度は、そのリブbの存在によ
って殆ど変化しないものとなっている。
On the other hand, the bending strength in the y direction hardly changes due to the presence of the rib b.

これに対して、第14図に示すようにX軸に対して適宜
の角度θ′なる方向に延びるリブb′をy方向に複数併
設すると、X、y方向の断面がともに連続して大きくな
り、X方向の曲げ強度のみならずy方向の曲げ強度をか
なり大きくできる。
On the other hand, if a plurality of ribs b' extending at an appropriate angle θ' with respect to the X axis are provided in parallel in the y direction as shown in FIG. 14, the cross sections in both the , it is possible to significantly increase not only the bending strength in the X direction but also the bending strength in the Y direction.

そこで、本考案は、かかる理論を応用して、傾斜突条6
.6′の延びる方向を、長手方向に直交する方向に適宜
の角度傾斜させたことで、その建築用板Aの長手方向に
も、その傾斜突条6,6′の断面が略連続して大きくな
るようにでき、即ち、断面係数を増加させることができ
る。
Therefore, the present invention applies this theory to the inclined protrusion 6.
.. By slanting the direction in which the ridges 6' extend at an appropriate angle in the direction perpendicular to the longitudinal direction, the cross sections of the slanted protrusions 6, 6' are substantially continuous and large in the longitudinal direction of the building board A. In other words, the section modulus can be increased.

このようにして成形した傾斜部2,2傾斜端縁4,4の
彎曲状部の曲げ強度を強固にできる。
The bending strength of the curved portions of the sloped portions 2, 2 and sloped edges 4, 4 formed in this manner can be increased.

従って、その傾斜突条6,6′は、彎曲させるために長
手方向に縮み量を与える条件と、長手方向の断面係数を
増加させ得る条件とを兼ね備えたもので、所望の曲率に
彎曲成形できるとともに、彎曲により強度を増加させ得
る理想的な屈曲形成ができる。
Therefore, the inclined protrusions 6, 6' can be curved to a desired curvature by combining the conditions of giving the amount of shrinkage in the longitudinal direction for curving and the conditions of increasing the section modulus in the longitudinal direction. At the same time, it is possible to form an ideal bend that can increase strength by bending.

このように、彎曲状建築用板は曲げに対して強固にでき
ることにより、その建築用板Aの板厚を少し薄材で成形
しても、曲げ強度は十分に得られ、材料費の節約ができ
、ひいては彎曲状建築用板を比較的安価に提供できる。
In this way, the curved construction board can be made strong against bending, so even if the construction board A is formed with a slightly thinner material, sufficient bending strength can be obtained and material costs can be saved. Therefore, curved construction boards can be provided at relatively low cost.

また、この彎曲状建築用板を屋根の軒先部に使用し、か
つ傾斜突条6,6′の下端側が上端側よりも軒先側に先
行したように設けると(第1図参照)、雨水は、その傾
斜突条6,6′を伝わって下方により流れやすくなって
、隣相互を連結する重合部には極めて浸入しにくくなり
、その重合箇所の雨仕舞を極めて良好にできる。
Furthermore, if this curved construction board is used at the eaves of a roof, and the lower ends of the slanted protrusions 6, 6' are placed in front of the eaves than the upper ends (see Figure 1), rainwater will drain away. It becomes easier to flow downward along the inclined protrusions 6, 6', and it becomes extremely difficult for the water to penetrate into the overlapping parts connecting adjacent parts, so that the overlapping parts can be protected from rain extremely well.

なお、大突条5を平面的にみてV字状、円弧状またはジ
グザグ状に形成すれば、底部1の断面係数が増加し、彎
曲状建築用板の曲げ強度を一層強固にできる。
In addition, if the large protrusion 5 is formed in a V-shape, an arc shape, or a zigzag shape when viewed in plan, the section modulus of the bottom portion 1 increases, and the bending strength of the curved construction board can be further strengthened.

彎曲状部を強固にしたことでその建築用板の板厚を比較
的薄材にでき、ひいては比較的安価な彎曲状建築用板を
提供できる等の効果を奏する。
By making the curved portion strong, the thickness of the construction board can be made relatively thin, and this has the effect of providing a relatively inexpensive curved construction board.

【図面の簡単な説明】 第1図は本考案の斜視図、第2図は第1図の一部拡大斜
視図、第3図は第2図I−I矢視の端面図、第4図は第
2図■−■矢視の端面図、第5図は第2図■−■矢視の
端面図、第6図は突条群を1つとした第1実施例の正面
図、第7図は第6図の縦断側面図、第8図は本考案の第
2実施例の一部拡大斜視図、第9図は第8図■−IV矢
視の端面図、第10図は第8図V−V矢視の端面図、第
11図乃至第13図は本考案の別の実施例の斜視図、第
14図、第15図はリブ形成した平板の斜視図である。 1・・・・・・底部、2・・・・・・傾斜部、3・・・
・・・頂面、4・・・・・・傾斜端縁、5・・・・・・
大突条、6,6′・・・・・・傾斜突条。
[Brief Description of the Drawings] Fig. 1 is a perspective view of the present invention, Fig. 2 is a partially enlarged perspective view of Fig. 1, Fig. 3 is an end view taken along arrow II in Fig. 2, and Fig. 4 is an end view as viewed from the ■-■ arrow in FIG. 2, FIG. 5 is an end view as viewed from the ■-■ arrow in FIG. The figures are a vertical sectional side view of FIG. 6, FIG. 8 is a partially enlarged perspective view of the second embodiment of the present invention, FIG. 9 is an end view of the second embodiment of the present invention, and FIG. FIGS. 11 to 13 are perspective views of another embodiment of the present invention, and FIGS. 14 and 15 are perspective views of a flat plate with ribs formed thereon. 1...bottom, 2...slanted part, 3...
...Top surface, 4...Slanted edge, 5...
Large ridge, 6,6'...slanted ridge.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 底部1の両側より外側上方に向かう傾斜部2゜2を形威
し、この上端より外方に頂面3,3を形威し、この外端
より外側下方に傾斜端縁4,4を設け、その底部1には
、この底部1の幅間に亘る大突条5を上面側または下面
側に屈曲させ、その傾斜部2,2及び傾斜端縁4,4に
は上方にゆくに従って次第に小さくなる傾斜突条6,6
′を内面側または外面側に屈曲形威し、かつ傾斜突条6
の延びる方向は長手方向に直交する方向に対して適宜の
角度傾斜させ、前記大突条5端と傾斜突条6基部とを連
続形威し、その大突条5傾斜突条6.6′を長手方向に
連続または適宜の間隔に設けて、そ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。
A sloped portion 2°2 is formed outwardly and upwardly from both sides of the bottom portion 1, a top surface 3, 3 is formed outwardly from this upper end, and inclined edges 4, 4 are provided outwardly and downwardly from this outer end. , on the bottom 1, a large protrusion 5 extending across the width of the bottom 1 is bent upward or downward, and on the sloped parts 2, 2 and the sloped edges 4, 4, the groove gradually becomes smaller as it goes upward. Slanted protrusions 6, 6
' is bent on the inner or outer side, and the inclined protrusion 6
The extending direction of the large protrusion 5 is inclined at an appropriate angle with respect to the direction perpendicular to the longitudinal direction, and the ends of the large protrusions 5 and the bases of the inclined protrusions 6 are continuous, and the large protrusions 5 and the inclined protrusions 6.6' 1. A curved construction board characterized in that the boards are provided continuously or at appropriate intervals in the longitudinal direction, and the longitudinal direction is curved to an appropriate curvature.
JP7232980U 1980-05-25 1980-05-25 curved architectural board Expired JPS6016175Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7232980U JPS6016175Y2 (en) 1980-05-25 1980-05-25 curved architectural board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7232980U JPS6016175Y2 (en) 1980-05-25 1980-05-25 curved architectural board

Publications (2)

Publication Number Publication Date
JPS56176921U JPS56176921U (en) 1981-12-26
JPS6016175Y2 true JPS6016175Y2 (en) 1985-05-20

Family

ID=29435609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7232980U Expired JPS6016175Y2 (en) 1980-05-25 1980-05-25 curved architectural board

Country Status (1)

Country Link
JP (1) JPS6016175Y2 (en)

Also Published As

Publication number Publication date
JPS56176921U (en) 1981-12-26

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