JPH073954A - Arched folded plate roof - Google Patents

Arched folded plate roof

Info

Publication number
JPH073954A
JPH073954A JP14341793A JP14341793A JPH073954A JP H073954 A JPH073954 A JP H073954A JP 14341793 A JP14341793 A JP 14341793A JP 14341793 A JP14341793 A JP 14341793A JP H073954 A JPH073954 A JP H073954A
Authority
JP
Japan
Prior art keywords
plate
roof
arched
folded plate
curvature
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
Application number
JP14341793A
Other languages
Japanese (ja)
Other versions
JP2655799B2 (en
Inventor
Kenichi Shimomura
賢一 下村
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.)
YOKOGAWA BURITSUJI KK
Tsutsunaka Plastic Industry Co Ltd
Original Assignee
YOKOGAWA BURITSUJI KK
Tsutsunaka Plastic Industry 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 YOKOGAWA BURITSUJI KK, Tsutsunaka Plastic Industry Co Ltd filed Critical YOKOGAWA BURITSUJI KK
Priority to JP14341793A priority Critical patent/JP2655799B2/en
Publication of JPH073954A publication Critical patent/JPH073954A/en
Application granted granted Critical
Publication of JP2655799B2 publication Critical patent/JP2655799B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PURPOSE:To provide an arched folded plate roof with the small radius of curvature for a small building while having appropriate strength even without a rafter by bending a polycarbonate resin plate of specific cross-sectional form into arch shape. CONSTITUTION:A polycarbonate resin plate is bent to prepare a folded plate 1 with crests 3 with flat top parts 2 and valleys 5 with flat bottom parts 4 formed in the alternately continuous state. This folded plate 1 is provided with 4-6 groups of crests 3 and valleys 5 per 1m in width. The thickness of the folded plate 1 is to be 1-5mm, the crest height (h) from the bottom part 4 to the top part 2 is to be 40-60mm, and the rising angle of inclined parts is to be 35-55 deg.. The whole folded plate 1 is bent in arch shape with the radius of curvature 15-30m in the ridge line direction of the crest 3. Strength as roofing material can be thereby maintained even without using a rafter, and an arched roof with the small radius of curvature can be constructed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、各種建築物のアーチ状
の屋根として施工されるポリカーボネート樹脂製のアー
チ状折版屋根に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an arched folded roof made of polycarbonate resin which is constructed as an arched roof for various buildings.

【0002】[0002]

【従来の技術】ポリカーボネート樹脂(以下、「PC樹
脂」と省略する)は、耐候性、耐衝撃性、透明性に優れ
ているため、採光可能な屋根材として、プール、倉庫、
体育館等の大型建築物からバス停、自転車置き場等の簡
易建築物に至るまで広く使用されている。屋根の形状と
しては、片流れまたは両流れのような平面的なものの
他、意匠上の要望から図4に示されているようなアーチ
状の屋根が増加している。
2. Description of the Related Art Polycarbonate resin (hereinafter abbreviated as "PC resin") has excellent weather resistance, impact resistance, and transparency, so that it can be used as a daylighting roof material for pools, warehouses,
It is widely used from large buildings such as gymnasiums to simple buildings such as bus stops and bicycle storage areas. As the shape of the roof, in addition to a flat shape such as a one-way or two-way flow, an arch-shaped roof as shown in FIG. 4 is increasing due to design requirements.

【0003】従来、このようなアーチ状の屋根は、図4
に示されているように母屋(14)の上に垂木(15)
を細かく組み付けてマス目を作るとともに屋根全体とし
てアーチ状とし、各マス目の上にアルミニウム等の枠を
組み、平板をこの枠に嵌め入れることにより施工してい
た。しかし、平板を用いてアーチ状の屋根を形成する
と、母屋(14)および垂木(15)を細かく入れる必
要があり、その上枠を組まなければならなため、これら
が影を作り採光率が低下する。また、屋根全体の重量が
大きくなるため、基礎鉄骨(16)を屋根の重量に耐え
るべく堅固なものにしなければならないという欠点があ
る。
Conventionally, such an arched roof is shown in FIG.
Rafters (15) on top of the purlin (14) as shown in
The roof was made into an arch shape by finely assembling it, and the roof was made into an arch shape. A frame made of aluminum or the like was assembled on each grid, and a flat plate was fitted into this frame for construction. However, if an arch-shaped roof is formed using a flat plate, it is necessary to insert the purlin (14) and rafters (15) in detail, and since the upper frame must be assembled, these create shadows and the lighting rate decreases. To do. Further, since the weight of the entire roof becomes large, there is a drawback in that the basic steel frame (16) needs to be solid enough to withstand the weight of the roof.

【0004】そこで、図5に示されているような、PC
樹脂製の平板を折曲げて製作した折版(1)を、山
(3)の稜線(7)方向にR曲げ施工して、図6に示さ
れているようなアーチ状折版屋根(20)が採用される
ようになった。このような折版(1)であれば母屋(1
4)の上に垂木を組み付ける必要はなく、図7に示され
ている用に、母屋(14)の上に折版(1)の凹凸形状
に合致するタイトフレーム(21)を取り付け、折版
(1)の山(3)とタイとフレーム(21)の山(2
2)とを重ね合わせてボルト(23)で留め付けるだけ
で良く、採光率も低下せず基礎鉄骨(16)の軽量化を
図ることもできる。
Therefore, a PC as shown in FIG.
The folding plate (1) made by bending a resin flat plate is subjected to R bending in the direction of the ridgeline (7) of the mountain (3), and the arched plate roof (20) as shown in FIG. ) Came to be adopted. If it is such an edition (1),
4) There is no need to assemble rafters on top of it, and as shown in FIG. 7, a tight frame (21) matching the uneven shape of the origami (1) is attached to the purlin (14), Mountain of (1) (3) and mountain of Thailand and frame (21) (2
It is only necessary to overlap with 2) and fasten them with the bolts (23), and it is possible to reduce the weight of the basic steel frame (16) without lowering the lighting rate.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来の
折版では剛性が高く曲率半径が30mを超える大きな屋
根を作ることはできても、それ以下の小さなアーチ状折
版屋根を作ることは極めて困難であり、小型の建築物や
多様な意匠上の要請に十分に応えることができなかっ
た。
However, although a conventional folding plate can make a large roof having a high rigidity and a radius of curvature of more than 30 m, it is extremely difficult to make a small arched folding plate roof having a size smaller than that. Therefore, it has not been possible to sufficiently meet the demands for small buildings and various designs.

【0006】本発明は、前述されたような問題点を解決
することを目的として、比較的曲率半径の小さいPC樹
脂製のアーチ状折版屋根を提供しようとするものであ
る。
[0006] The present invention is intended to provide an arc-shaped folded roof made of PC resin having a relatively small radius of curvature for the purpose of solving the above-mentioned problems.

【0007】[0007]

【課題を解決するための手段】本発明者は、PC樹脂製
折版の断面形状を特定のものとすることにより、垂木を
使用しなくても屋根材としての強度を維持できるととも
に、優れた採光率を得ることができるという折版屋根の
長所を活かしつつ、曲率半径の小さいアーチ状折版屋根
を施工することができることを見出だした。
Means for Solving the Problems The present inventor has made it possible to maintain the strength as a roofing material without using rafters by making the cross-sectional shape of the PC resin folding plate to be a particular one, and it is excellent. We have found that it is possible to construct an arched folding roof with a small radius of curvature while taking advantage of the advantages of a folding roof that can obtain high lighting efficiency.

【0008】本発明のアーチ状折版屋根は、前記目的を
達成するために、PC樹脂板を折曲げて平坦な頂部
(2)を有する山(3)と平坦な底部(4)を有する谷
(5)とが交互に連続して形成された折版(1)を、山
(3)の稜線(7)方向に曲率半径15〜30mでアー
チ状に曲げて施工されたアーチ状折版屋根において、前
記折版(1)が厚さ1〜5mmのPC樹脂板で形成されて
いるとともに、前記折版(1)は、幅1m当たりに4〜
6組の山(3)および谷(5)を有し、前記底部(4)
から頂部(2)までの山高さ(h)が40〜60mmであ
り、かつ前記底部(4)と頂部(2)との間の傾斜部
(6)が底部(4)から35〜55°の立上がり角度
(θ)で形成されていることを特徴とするものである。
In order to achieve the above-mentioned object, the arched folded roof of the present invention is obtained by bending a PC resin plate to form a ridge (3) having a flat top (2) and a valley having a flat bottom (4). An arched fold plate roof constructed by bending a fold plate (1) formed by alternately and (5) in an arch shape with a radius of curvature of 15 to 30 m in the ridgeline (7) direction of the mountain (3). In addition, while the folding plate (1) is formed of a PC resin plate having a thickness of 1 to 5 mm, the folding plate (1) has a width of 4 to 4 per 1 m in width.
Having 6 sets of peaks (3) and valleys (5), said bottom (4)
The peak height (h) from the top to the top (2) is 40 to 60 mm, and the slope (6) between the bottom (4) and the top (2) is 35 to 55 ° from the bottom (4). It is characterized in that it is formed at a rising angle (θ).

【0009】本発明のアーチ状折版屋根に使用するPC
樹脂製の折版(1)は、板厚が1mm未満では屋根材とし
ての強度が不足し、また5mmを超えると折版(1)の剛
性が高くなりすぎて曲率半径30m以下にR曲げするこ
とが困難となるため、1〜5mmのものを使用する必要が
ある。強度および剛性のバランスにおいて、特に板厚が
1.3〜3.0mm程度のものが好ましい。
PC used for the arched folded roof of the present invention
When the plate thickness of the resin (1) is less than 1 mm, the strength as a roof material is insufficient, and when it exceeds 5 mm, the rigidity of the plate (1) becomes too high and the radius of curvature is bent to 30 m or less. Therefore, it is necessary to use the one having a diameter of 1 to 5 mm. In terms of the balance between strength and rigidity, it is particularly preferable that the plate thickness is about 1.3 to 3.0 mm.

【0010】前記折版(1)の形状は、図1および図5
に示されているように、平坦な頂部(2)を有する山
(3)と平坦な底部(4)を有する谷(5)とが交互に
連続して形成されたものであり、一組の山(3)および
谷(5)が幅1m当たり4〜6組の割合で形成されてい
ることを要する(以下、山(3)および谷(5)の組数
を「山数」と略する)。これは、幅1m当たりの山数が
4山未満では剛性が小さくなりすぎて、屋根材として十
分な強度を得るには母屋(14)間隔を短くしなければ
ならず、採光率が低下し基礎鉄骨(16)の軽量化も図
ることができないからである。一方、6山を超えると加
工に手間がかかりすぎる上に、下から見上げると線が数
多く見えて見栄えが悪く、また線の部分が影を落として
採光率も低下するためである。
The shape of the folded plate (1) is as shown in FIGS.
As shown in Fig. 1, a crest (3) having a flat top (2) and a valley (5) having a flat bottom (4) are formed alternately and continuously, and a set of It is necessary that the mountains (3) and the valleys (5) are formed at a rate of 4 to 6 groups per 1 m in width (hereinafter, the number of groups of the mountains (3) and the valleys (5) is abbreviated as “the number of mountains”. ). This is because the rigidity becomes too small when the number of peaks per 1 m width is less than 4, and the purlin (14) interval must be shortened in order to obtain sufficient strength as a roofing material, which lowers the daylighting rate and increases the foundation. This is because the weight of the steel frame (16) cannot be reduced. On the other hand, if it exceeds 6 peaks, it takes too much time to process, and if you look up from the bottom, many lines are visible and the appearance is not good, and the part of the line casts a shadow and the lighting rate also decreases.

【0011】また、前記折版(1)の谷(5)の底部
(4)から山(3)の頂部(2)までの山高さ(h)
が、40mm未満では遠目に山(3)と谷(5)とが明瞭
に認識できず一般の波板のように見えて安っぽくなり、
一方60mmを超えると折版(1)の剛性が高くなりすぎ
て曲率半径30m以下に曲げることが困難となる。した
がって、山高さ(h)は40〜60mmとする必要があ
り、特に45〜55mm程度が好ましい。
The height (h) from the bottom (4) of the valley (5) to the top (2) of the mountain (3) of the plate (1).
However, if it is less than 40 mm, the mountains (3) and the valleys (5) cannot be clearly recognized at a distance, and it looks like a general corrugated sheet and becomes cheesy,
On the other hand, when it exceeds 60 mm, the rigidity of the plate (1) becomes too high, and it becomes difficult to bend it to a radius of curvature of 30 m or less. Therefore, the peak height (h) needs to be 40 to 60 mm, and particularly preferably about 45 to 55 mm.

【0012】また、前記折版(1)の山(3)の底部
(4)と谷(5)の頂部(2)との間の傾斜部(5)の
立上がり角度(θ)が35°未満では、幅1m当たり4
〜6山を形成すると頂部(2)および底部(4)の幅が
狭くなりすぎ、ボルト(23)でタイトフレーム(2
1)に留め付けて施工することが困難となる。一方、立
上がり角度(θ)が55°を超えると折版(1)の剛性
が高くなりすぎて曲率半径30m以下に曲げることが困
難となる。したがって、傾斜部(6)の立ち上がり角度
(θ)を35〜55°とする必要があり、特に40〜4
5°の範囲が好ましい。
The rising angle (θ) of the inclined portion (5) between the bottom (4) of the crest (3) and the top (2) of the valley (5) of the plate (1) is less than 35 °. Then, 4 per 1m width
When ~ 6 peaks are formed, the width of the top portion (2) and the bottom portion (4) becomes too narrow, and the bolt (23) tightens the tight frame (2).
It becomes difficult to fix it in 1) for construction. On the other hand, when the rising angle (θ) exceeds 55 °, the rigidity of the plate (1) becomes too high and it becomes difficult to bend it to a radius of curvature of 30 m or less. Therefore, it is necessary to set the rising angle (θ) of the inclined portion (6) to 35 to 55 °, particularly 40 to 4
A range of 5 ° is preferred.

【0013】なお、本発明のアーチ状折版屋根の施工方
法は、従来の方法と同様に、母屋(14)の上に垂木を
組付けることなく直接タイトフレーム(21)を取り付
け、ボルト(23)で折版(1)を留め付けるだけで良
い。
In the construction method of the arched folded roof of the present invention, as in the conventional method, the tight frame (21) is directly attached to the purlin (14) without assembling the rafter, and the bolt (23) is attached. All you have to do is to fasten the first edition (1) with).

【0014】[0014]

【作用】本発明のアーチ状折版屋根は、折版(1)が厚
さ1〜5mmのポリカーボネート樹脂板で形成されている
とともに、前記折版(1)は、幅1m当たりに4〜6組
の山(3)および谷(5)を有し、前記底部(4)から
頂部(2)までの山高さ(h)が40〜60mmであり、
かつ前記底部(4)と頂部(2)との間の傾斜部(6)
の立上がり角度(θ)が35〜55°という特定形状で
あるため、無理なく曲率半径15〜30mのR曲げをす
ることができ、従来よりも曲率半径の小さいアーチ状折
版屋根を施工することができる。
In the arched fold plate roof of the present invention, the fold plate (1) is formed of a polycarbonate resin plate having a thickness of 1 to 5 mm, and the fold plate (1) has a width of 4 to 6 per 1 m width. A set of peaks (3) and valleys (5), the peak height (h) from the bottom (4) to the top (2) is 40-60 mm,
And a slope (6) between the bottom (4) and the top (2)
Since the rising angle (θ) of 3 is a specific shape of 35 to 55 °, it is possible to perform R-bending with a radius of curvature of 15 to 30 m without difficulty, and to construct an arched fold plate roof with a smaller radius of curvature than before. You can

【0015】[0015]

【実施例】次に、本発明のアーチ状折版屋根の具体的一
実施例について、図面を参照しつつ説明する。
Next, a specific embodiment of the arched folded roof of the present invention will be described with reference to the drawings.

【0016】まず、板厚2mmのPC樹脂板を用いて、図
2に示されているような有効幅600mm×長さ6000
mmで、幅方向の両端に重ね部(11)(12)が延設さ
れた折版(1)を作成した。この折版(1)は幅1m当
たりの山数が5山に相当し、山高さ(h)が50mm、傾
斜部(6)の立上がり角度(θ)が42°、山(3)の
頂部(2)の幅43.1mm、谷(5)の底部(4)の幅
が45mm、傾斜部(6)の長さが73.9mmである。
First, using a PC resin plate having a thickness of 2 mm, an effective width of 600 mm and a length of 6000 as shown in FIG.
A folded plate (1) was prepared in which overlapping portions (11) and (12) were extended at both ends in the width direction in mm. This oriental plate (1) corresponds to 5 peaks per 1 m width, the peak height (h) is 50 mm, the rising angle (θ) of the inclined portion (6) is 42 °, and the top of the peak (3) ( The width of 2) is 43.1 mm, the width of the bottom part (4) of the valley (5) is 45 mm, and the length of the inclined part (6) is 73.9 mm.

【0017】次に、図3に示されているように、前記折
版(1)により曲率半径20mのアーチ状折版屋根を施
工した。施工は、まず1000mm間隔で組まれた11本
の母屋(14)上に、高さ921.2mmのタイトフレー
ム(13a)を中心として左右の軒先方向へ順に89
5.4mm,818.2mm,689.6mm,510mm,2
80mmの高さの異なるタイトフレーム(13b)(13
c)(13d)(13e)(13f)を取り付けた。次
いで、稜線(7)方向に2本の折版(1)を端部で重ね
るともに、横方向に3本の折版(1)を互いの重ね部
(11)(12)を重ねて連結し、図7に示されている
要領で折版(1)をボルト(12)でタイトフレーム
(13a)(13b)(13c)(13d)(13e)
(13f)に留め付けた。なお、各タイトフレーム(1
3a)(13b)(13c)(13d)(13e)(1
3f)は、図7に示されているタイトフレーム(21)
と相似形で折版(1)の断面形状に合致するタイトフレ
ーム本体に、所定高さのスペーサを付加してそれぞれの
高さとしたものである。
Next, as shown in FIG. 3, an arched plate roof having a radius of curvature of 20 m was constructed by the plate (1). First of all, the construction is performed on the 11 purlins (14) assembled at intervals of 1000 mm on the tight frame (13a) with a height of 921.2 mm, in the order of left and right eaves in order.
5.4mm, 818.2mm, 689.6mm, 510mm, 2
Tight frame with different height of 80mm (13b) (13
c) (13d) (13e) (13f) was attached. Next, two folding plates (1) are piled up at the edges in the direction of the ridge (7), and three folding plates (1) are transversely piled up so that the overlapping portions (11) and (12) are piled up and connected. The tight plate (13a) (13b) (13c) (13d) (13e) of the origami plate (1) with the bolt (12) as shown in FIG.
It fastened to (13f). In addition, each tight frame (1
3a) (13b) (13c) (13d) (13e) (1
3f) is a tight frame (21) shown in FIG.
In the similar manner, a tight frame body that matches the cross-sectional shape of the origami plate (1) is provided with spacers of a predetermined height to obtain the respective heights.

【0018】前述のようにして施工されたアーチ状折版
屋根は、施工後の折版に歪みを生じるもことなく、また
300kg/fの荷重に対しても変形や破損等の問題も
なかった。
The arch-shaped fold plate roof constructed as described above did not cause distortion in the fold plate after construction, and there was no problem of deformation or damage even under a load of 300 kg / f. .

【0019】[0019]

【発明の効果】以上のように、本発明のアーチ状折版屋
根は、PC樹脂板を折曲げて平坦な頂部を有する山と平
坦な底部を有する谷とが交互に連続して形成された折版
を、山の稜線方向に曲率半径15〜30mでアーチ状に
曲げて施工されたアーチ状折版屋根において、前記折版
が厚さ1〜5mmのPC樹脂板で形成されているととも
に、前記折版は、幅1m当たりに4〜6組の山および谷
を有し、前記底部から頂部までの山高さが40〜60mm
であり、かつ前記底部と頂部との間の傾斜部が底部から
35〜55°の立上がり角度で形成されているものであ
るから、曲率半径が15〜30mの従来よりも曲率半径
の小さいアーチ状折版屋根を施工することが可能とな
る。また、適度な剛性を有し従来と同程度の母屋間隔で
施工することができるため、PC樹脂の透明性を活かし
た採光率の良いアーチ状折版屋根が可能であり、基礎鉄
骨の軽量化を図ることもできる。
INDUSTRIAL APPLICABILITY As described above, in the arched folded roof of the present invention, the PC resin plate is bent to form the peaks having flat tops and the valleys having flat bottoms alternately and continuously. In an arched plate roof constructed by bending the plate in an arch shape with a radius of curvature of 15 to 30 m in the ridgeline direction of the mountain, the plate is formed of a PC resin plate having a thickness of 1 to 5 mm, and The plate has 4 to 6 sets of peaks and valleys per 1 m width, and the peak height from the bottom to the top is 40 to 60 mm.
In addition, since the inclined portion between the bottom portion and the top portion is formed with a rising angle of 35 to 55 ° from the bottom portion, the radius of curvature is 15 to 30 m, which is smaller than the conventional arch shape. It becomes possible to construct a folded roof. In addition, since it has appropriate rigidity and can be installed at the same spacing as the conventional purlin, it is possible to make an arched fold plate roof with good lighting efficiency by utilizing the transparency of PC resin, and reduce the weight of the basic steel frame. You can also plan.

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

【図1】本発明のアーチ状折版屋根に使用する折版の断
面図である。
FIG. 1 is a cross-sectional view of a plate used for the arched plate roof of the present invention.

【図2】本発明の実施例のアーチ状折版屋根に使用する
折版の断面図である。
FIG. 2 is a cross-sectional view of a plate used for the arched plate roof of the embodiment of the present invention.

【図3】本発明の実施例のアーチ状折版屋根の断面図で
ある。
FIG. 3 is a cross-sectional view of an arched folded roof according to an embodiment of the present invention.

【図4】平板を用いたアーチ状の屋根の斜視図である。FIG. 4 is a perspective view of an arch-shaped roof using a flat plate.

【図5】折版を用いたアーチ状の屋根の斜視図である。FIG. 5 is a perspective view of an arch-shaped roof using a folded plate.

【図6】一般的な折版の斜視図である。FIG. 6 is a perspective view of a general folded plate.

【図7】アーチ状折版屋根の施工法を示す一部切欠き斜
視図である。
FIG. 7 is a partially cutaway perspective view showing a method for constructing an arched folded roof.

【符号の説明】[Explanation of symbols]

1…折版 2…頂部 3…山 4…底部 5…谷 6…傾斜部 7…稜線 h…山高さ θ…立上がり角度 1 ... Folded plate 2 ... Top 3 ... Mountain 4 ... Bottom 5 ... Valley 6 ... Slope 7 ... Ridge h ... Mountain height θ ... Rise angle

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ポリカーボネート樹脂板を折曲げて平坦
な頂部(2)を有する山(3)と平坦な底部(4)を有
する谷(5)とが交互に連続して形成された折版(1)
を、山(3)の稜線(7)方向に曲率半径15〜30m
でアーチ状に曲げて施工されたアーチ状折版屋根におい
て、 前記折版(1)が厚さ1〜5mmのポリカーボネート樹脂
板で形成されているとともに、前記折版(1)は、幅1
m当たりに4〜6組の山(3)および谷(5)を有し、
前記底部(4)から頂部(2)までの山高さ(h)が4
0〜60mmであり、かつ前記底部(4)と頂部(2)と
の間の傾斜部(6)が底部(4)から35〜55°の立
上がり角度(θ)で形成されていることを特徴とするア
ーチ状折版屋根。
1. A plate (3) having a flat top portion (2) and a valley (5) having a flat bottom portion (4) alternately formed by bending a polycarbonate resin plate. 1)
Radius of curvature 15 to 30 m in the direction of the ridgeline (7) of the mountain (3)
In an arch-shaped fold plate roof constructed by bending in an arch form, the fold plate (1) is formed of a polycarbonate resin plate having a thickness of 1 to 5 mm, and the fold plate (1) has a width of 1 mm.
with 4-6 sets of peaks (3) and valleys (5) per m,
The mountain height (h) from the bottom (4) to the top (2) is 4
0 to 60 mm, and the inclined part (6) between the bottom part (4) and the top part (2) is formed at a rising angle (θ) of 35 to 55 ° from the bottom part (4). An arched folded roof.
JP14341793A 1993-06-15 1993-06-15 Arched roof Expired - Fee Related JP2655799B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14341793A JP2655799B2 (en) 1993-06-15 1993-06-15 Arched roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14341793A JP2655799B2 (en) 1993-06-15 1993-06-15 Arched roof

Publications (2)

Publication Number Publication Date
JPH073954A true JPH073954A (en) 1995-01-06
JP2655799B2 JP2655799B2 (en) 1997-09-24

Family

ID=15338276

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14341793A Expired - Fee Related JP2655799B2 (en) 1993-06-15 1993-06-15 Arched roof

Country Status (1)

Country Link
JP (1) JP2655799B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008007960A (en) * 2006-06-27 2008-01-17 Nippon Steel Corp Folded-plate material for building structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008007960A (en) * 2006-06-27 2008-01-17 Nippon Steel Corp Folded-plate material for building structure

Also Published As

Publication number Publication date
JP2655799B2 (en) 1997-09-24

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