JP3540911B2 - Roof panel connection structure - Google Patents

Roof panel connection structure Download PDF

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Publication number
JP3540911B2
JP3540911B2 JP04927597A JP4927597A JP3540911B2 JP 3540911 B2 JP3540911 B2 JP 3540911B2 JP 04927597 A JP04927597 A JP 04927597A JP 4927597 A JP4927597 A JP 4927597A JP 3540911 B2 JP3540911 B2 JP 3540911B2
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JP
Japan
Prior art keywords
ridge
eaves
roof
side end
watertight seal
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Expired - Fee Related
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JP04927597A
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Japanese (ja)
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JPH10245941A (en
Inventor
守弘 松本
俊昭 太田
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NIPPON STEEL COATED SHEET CORPORATION
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NIPPON STEEL COATED SHEET CORPORATION
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Description

【0001】
【発明の属する技術分野】
本発明は、波形に成形した屋根板の接続構造に関し、詳しくは、施工性を高め、接続箇所における積雪等の荷重に対する強度を高め、かつ、充分な水密性を維持しようとする技術に係るものである。
【0002】
【従来の技術】
従来、波形に曲げた金属製の屋根板1の棟側端部1aの上に棟側の屋根板1の軒側端部1bを重ねて接続手段5にて接続する屋根板の接続構造は、図に示すように、重ね接続部分Jの軒側に薄い水密シール帯6aが介装され、重ね接続部分Jの棟側に厚い水密シール帯6bが介装され、しかして、重ね接続部分Jにおける軒側からの雨水の浸入を抑制するようにしている。このような構成においては、重ね接続部分Jにくさび状の空所3aが形成されるのである。
【0003】
【発明が解決しようとする課題】
ところで、このように、水密シール帯6a,6bを介装させながら、棟側端部1aと軒側端縁とを面接触させるようにすると施工が面倒になり、くさび状の空所3aを形成することが難しく、また、重ね接続部分Jに積雪荷重がかかると、軒側端部1bがへこみ、外観が低下し、また、重ね接続部分Jの接触している箇所から毛細管現象で雨水が浸入し、水密性が損なわれる等という問題がある。
【0004】
本発明はこのような問題を解消しようとするものであり、施工性を高め、接続箇所における積雪等の荷重に対する強度を高め、かつ、充分な水密性を維持することができる屋根板の接続構造を提供することを課題とする。
【0005】
【課題を解決するための手段】
請求項1の発明においては、波形に曲げて山部aを形成した金属製の屋根板1の棟側端部1aの上に棟側の屋根板1の軒側端部1bを重ねて接続手段5にて接続する屋根板の接続構造であって、両屋根板1,1の重ね接続部分Jにおける棟軒方向の中間部に、棟側端部1aと軒側端部1bとの間の山部aの位置に硬質スペーサ2を介装して重ね接続部分Jの棟側端部1aの全長にわたる水切り空間3を形成し、水切り空間3の軒側端部に面戸4を設け、硬質スペーサ2の軒側の水切り空間3に棟軒方向とは略直交する方向の全長にわたって水密シール帯6を介装し、山部aに載置した硬質スペーサ2を水密シール帯6に接着し、屋根板1の山部aにおいて水密シール帯6の位置に接続手段5を打ち込んで成ることを特徴とするものである。
【0006】
請求項2の発明においては、屋根板1の裏面に合成樹脂発泡層7を積層し、合成樹脂発泡層7の裏面に金属板8が積層されていることを特徴とするものである。
【0007】
請求項1の構成においては、重ね接続部分Jの軒側端部1bと棟側端部1aとの間の山部aの位置には硬質スペーサ2を介装され、重ね接続部分Jにかかる積雪等の過大な荷重に耐え、変形が生じて外観を低下させることがない。棟側端部1aと軒側端部1bとの間の山部aの位置に硬質スペーサ2を置いてボルト5aのような接続手段5にて単純に接続すればよく、施工性を向上させる。水切り空間3と水密シール帯6との相乗で、充分な水密性を得る。また、硬質スペーサ2の軒側の水切り空間3に棟軒方向とは略直交する方向の全長にわたって水密シール帯6を介装することによって、強風時に水切り空間3に吹き込む雨水の浸入を阻止することができる。
【0008】
また、波形の谷部及び谷部から山部にかけて、重ね接続部分Jの全長にわたって水切り空間3を形成することができ、水切り機能を高め、水密性をより一層向上させる。
【0009】
そして、請求項の発明のように、屋根板1の裏面に合成樹脂発泡層7を積層し、合成樹脂発泡層7の裏面に金属板8が積層されていてもよいものである。
【0010】
【発明の実施の形態】
図1(a)は屋根板1,1の接続箇所における棟軒方向の概略断面図を示し、図3は棟軒方向とは直交する方向の概略断面図を示している。屋根板1はロール成形にて角波形状に曲げ加工され、このような屋根板1と平坦な金属板間に合成樹脂発泡層7を充填発泡させて断熱屋根パネルAが構成されているのである。
【0011】
図1(b)に示すように、断熱屋根パネルAの屋根板1の軒側端部1bの下面の合成樹脂発泡層7が除去され、屋根板1の軒側端部1bが露出しているものである。本発明は、上述のような断熱屋根パネルAに実施したが、合成樹脂発泡層7がない屋根材に実施してもよいものである。
断熱屋根パネルA,Aを棟軒方向に接続するのに際して、図1に示すように、軒側の断熱屋根パネルAを母屋9に載置し、上面の屋根板1の棟側端部1aの山部a上に、図2に示すように、例えば、硬質塩化ビニル樹脂にて矩形に成形された硬質スペーサ2を載置する。また、棟側の断熱屋根パネルAの屋根板1の軒側端部1bには面戸4を山部aにおいて取付けておく。このように、面戸4は軒側端部1bに取付けておく場合と、棟側端部1aの山部に取付けておく場合があり、いずれの場合も、面戸4の谷部は軒側端部1b側に取付ける。硬質スペーサ2よりも軒側には、面戸4と略同形状の水密シール帯6が載置される。硬質スペーサ2の棟側にも水密シール帯6を配するが、無くてもよい。軒側の水密シール帯6は、母屋9の位置に相当する上方に配置される。水密シール帯6はEPTゴム製であるが、他の材質のものでもよいものである。
【0012】
次に、棟側の断熱屋根パネルAで、屋根板1の下面の合成樹脂発泡層7が除去されている軒側端部1bが、棟側端部1aの上に置かれた硬質スペーサ2、水密シール帯6,6の上に載せられ、接続手段5としてのセルフドリリングスクリューのような穿孔可能なボルト5aを軒側端部1b、水密シール帯6、棟側端部1a、合成樹脂発泡層7を貫通し、母屋9にねじ込み、断熱屋根パネルA,Aを接続するのである。面戸4は谷部bにおいて屋根板1の上からリベット或いはリルビスなどにて固定される。面戸4は予め軒側の断熱屋根パネルA側に取付けておいてもよい。
【0013】
この場合、棟側の断熱屋根パネルAは母屋9を基準に同じ屋根勾配で気持ち高い位置、つまり、硬質スペーサ2の厚さに相当する高さだけ高い位置に施工された母屋9aに支持させ、棟側の断熱屋根パネルAがボルト5aにて母屋9aに固定され、軒側と棟側の断熱屋根パネルA,Aの上面が略同レベルになるように施工されるのである。
【0014】
断熱屋根パネルA,Aの接続箇所の裏面には、金属板の塞ぎ板10が介装され、接続箇所の裏面の納まり及び化粧を図っている。この場合、棟側の断熱屋根パネルAの合成樹脂発泡層7の棟側端面にEPTゴム製の断熱シール11が貼られて、合成樹脂発泡層7を保護している。
このように、重ね接続部分Jの軒側端部1bと棟側端部1aとの間には硬質スペーサ2が介装されていて、重ね接続部分Jにかかる積雪等の過大な荷重に耐え、変形が生じて外観を低下させることがなく、長期にわたって良好な外観を維持するのである。また、硬質スペーサ2は、波形の山部に介装されていて、波形の山部から谷部には重ね接続部分Jの全長にわたって水切り空間3を形成するのであり、水切り機能を高め、水密性をより一層向上させるのである。しかも、硬質スペーサ2の軒側に水密シール帯6,6が介装されていて、強風時に水切り空間3に吹き込む雨水の浸入を阻止することができる。
【0015】
硬質スペーサ2は軒側の水密シール帯6に接着させて、水密シール帯6の位置にセルフドリリングスクリューを打ち込みすぎて、山部aの鋼板の屋根板1がへこんでしまうのを回避することができるものである。
【0016】
【発明の効果】
請求項1の発明においては、波形に曲げて山部を形成した金属製の屋根板の棟側端部の上に棟側の屋根板の軒側端部を重ねて接続手段にて接続する屋根板の接続構造であって、両屋根板の重ね接続部分における棟軒方向の中間部に、棟側端部と軒側端部との間の山部の位置に硬質スペーサを介装して重ね接続部分の棟側端部の全長にわたる水切り空間を形成し、水切り空間の軒側端部に面戸を設け、水切り空間に棟軒方向とは略直交する方向の全長にわたって水密シール帯を介装してあるから、重ね接続部分の軒側端部と棟側端部との間には硬質スペーサが介装されていて、重ね接続部分にかかる積雪等の過大な荷重に耐えることができ、変形が生じて外観を低下させることがなく、長期にわたって良好な外観を維持でき、しかも、屋根板を棟軒方向に接続するのに際して、棟側端部と軒側端部との間に硬質スペーサを置いてボルトのような接続手段にて接続すればよく、従来のように、水密シール帯を介装しながら、重ね接続部分の軒側部において屋根板を接触させるような施工形態に比べて施工性を向上させることができるという利点がある。更に、重ね接続部分には水切り空間が形成され、水切り機能を高め、水密シール帯との相乗で、充分な水密性を得ることができるという利点がある。また、硬質スペーサの軒側に水密シール帯が介装されているから、強風時に水切り空間に吹き込む雨水の浸入を阻止することができるという利点がある。また、山部に載置した硬質スペーサを水密シール帯に接着し、屋根板の山部において水密シール帯の位置に接続手段を打ち込むので、水密シール帯の位置に接続手段であるセルフドリリングスクリューを打ち込みすぎて、山部の鋼板の屋根板がへこんでしまうのを回避することができるものである。
【0017】
また、硬質スペーサは、波形の山部に介装されているから、波形の谷部から山部には重ね接続部分の全長にわたって水切り空間を形成することができ、水切り機能を高め、水密性をより一層向上させることができるという利点がある。
【0018】
ところで、請求項の発明のように、屋根板の裏面に合成樹脂発泡層を積層し、合成樹脂発泡層の裏面に金属板が積層されていてもよいものである。
【図面の簡単な説明】
【図1】本発明の実施の一形態を示し、(a)は一部破断し、棟軒方向の概略断面図、(b)は概略斜視図である。
【図2】(a)(b)は施工を示す斜視図である。
【図3】棟軒方向とは直交する方向の概略断面図である。
【図4】水密シール帯の正面図である。
【図5】水密シール帯の一部破断した拡大正面図である。
【図6】従来例の概略断面図である。
【符号の説明】
1 屋根板
2 硬質スペーサ
3 水切り空間
4 面戸
5 接続手段
6 水密シール帯
7 合成樹脂発泡層
8 金属板
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a connection structure of a roof shingle formed in a corrugated form, and more particularly to a technique for improving workability, increasing strength against a load such as snow at a connection point, and maintaining sufficient watertightness. It is.
[0002]
[Prior art]
Conventionally, a roof shingle connecting structure in which the eaves-side end 1b of the ridge-side roof shingle 1 is superimposed on the ridge-side end 1a of the metal roof shingle 1 bent into a waveform and connected by the connecting means 5 is as follows. As shown in FIG. 6 , a thin watertight seal band 6a is interposed on the eaves side of the overlap connection portion J, and a thick watertight seal band 6b is interposed on the ridge side of the overlap connection portion J. To prevent infiltration of rainwater from the eaves side. In such a configuration, a wedge-shaped space 3a is formed in the overlapping connection portion J.
[0003]
[Problems to be solved by the invention]
By the way, when the ridge side end 1a and the eaves side edge are brought into surface contact with the watertight seal bands 6a and 6b interposed in this way, the construction becomes troublesome and the wedge-shaped void 3a is formed. When a snow load is applied to the lap joint J, the eaves-side end 1b is dented and the appearance is deteriorated, and rainwater infiltrates from the contact point of the lap joint J by capillary action. However, there is a problem that water tightness is impaired.
[0004]
The present invention is intended to solve such a problem, and a connection structure for a roof slab that can enhance workability, increase strength against a load such as snow at a connection point, and maintain sufficient watertightness. The task is to provide
[0005]
[Means for Solving the Problems]
In the invention of claim 1, the eaves-side end 1b of the ridge-side roof plate 1 is connected to the ridge-side end 1a of the ridge-side roof plate 1 on the ridge-side end 1a of the metal roof plate 1 having a peak portion a formed by bending into a waveform. This is a connection structure of the roof shingles connected by the means 5, and is provided between the ridge-side end 1a and the eave-side end 1b at an intermediate portion in the ridge eaves direction in the overlap connection portion J of the both shingles 1, 1 . A hard spacer 2 is interposed at the position of the ridge a to form a draining space 3 over the entire length of the ridge-side end 1a of the overlapping connection portion J, and a face door 4 is provided at the eaves-side end of the draining space 3; A watertight seal band 6 is interposed in the drainage space 3 on the eaves side of the spacer 2 over the entire length in a direction substantially orthogonal to the ridge eaves direction, and the hard spacer 2 placed on the mountain part a is bonded to the watertight seal band 6 , It is characterized in that the connecting means 5 is driven into the position of the watertight seal band 6 at the mountain part a of the roof plate 1 .
[0006]
In the invention of claim 2, laminating the back surface foamed synthetic resin layer 7 of the roof plate 1, the metal plate 8 on the back surface of the synthetic resin foam layer 7 is characterized in that it is laminated.
[0007]
In the configuration of the first aspect, the hard spacer 2 is interposed between the eaves-side end 1b and the ridge-side end 1a of the overlap connection portion J with the hard spacer 2 interposed therebetween. , Etc., and does not deteriorate and degrade the appearance. The hard spacer 2 may be placed at the position of the mountain part a between the ridge side end part 1a and the eaves side end part 1b and simply connected by the connection means 5 such as a bolt 5a, thereby improving workability. The synergistic effect of the drainage space 3 and the watertight seal zone 6 provides sufficient watertightness. In addition, by interposing a watertight seal band 6 in the drainage space 3 on the eaves side of the hard spacer 2 in a direction substantially perpendicular to the eaves direction, it is possible to prevent rainwater from flowing into the drainage space 3 in a strong wind. Can be.
[0008]
In addition, the drainage space 3 can be formed over the entire length of the overlapping connection portion J from the valley portion and the valley portion to the peak portion of the waveform, and the drainage function is enhanced, and the watertightness is further improved.
[0009]
Then, as in the invention of claim 2 , the synthetic resin foam layer 7 may be laminated on the back surface of the roof plate 1, and the metal plate 8 may be laminated on the back surface of the synthetic resin foam layer 7.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
FIG. 1A is a schematic cross-sectional view in the direction of the eaves at the connection point of the roof slats 1 and 1, and FIG. 3 is a schematic cross-sectional view in the direction orthogonal to the eaves direction. Since the roof panel 1 is bent into a square wave shape by roll forming, and the synthetic resin foam layer 7 is filled and foamed between the roof panel 1 and the flat metal plate 8 , the heat insulating roof panel A is formed. is there.
[0011]
As shown in FIG. 1B, the synthetic resin foam layer 7 on the lower surface of the eaves-side end 1b of the roof panel 1 of the heat-insulated roof panel A is removed, and the eaves-side end 1b of the roof panel 1 is exposed. Things. The present invention has been applied to the heat-insulating roof panel A as described above, but may be applied to a roof material without the synthetic resin foam layer 7.
When connecting the insulated roof panels A, A in the ridge eave direction, as shown in FIG. 1, the eaves-side insulated roof panel A is placed on the main building 9, and the ridge side end 1a of the roof plate 1 on the upper surface is formed. As shown in FIG. 2, a hard spacer 2 formed of, for example, a hard vinyl chloride resin into a rectangular shape is placed on the ridge a. In addition, the face door 4 is attached to the eave-side end 1b of the roof panel 1 of the insulated roof panel A on the ridge side at the mountain part a. As described above, the face door 4 may be attached to the eave-side end 1b, or may be attached to the ridge of the ridge-side end 1a. Attach to the end 1b side. A watertight seal band 6 having substantially the same shape as the face door 4 is placed on the eave side of the hard spacer 2. The watertight seal band 6 is also provided on the ridge side of the hard spacer 2, but may not be provided. The watertight seal band 6 on the eaves side is disposed above the main house 9. The watertight seal band 6 is made of EPT rubber, but may be made of another material.
[0012]
Next, the eaves-side end 1b of the ridge-side insulated roof panel A from which the synthetic resin foam layer 7 on the lower surface of the shingle 1 has been removed is a hard spacer 2 placed on the ridge-side end 1a. A bolt 5a, which is placed on the watertight seal strips 6, 6 and can be pierced as a connection means 5 such as a self-drilling screw, is connected to the eaves end 1b, the watertight seal strip 6, the ridge end 1a, the synthetic resin foam layer. 7 and is screwed into the purlin 9 to connect the insulated roof panels A, A. Instrument 4 is fixed at such a rivet or de Rirubisu from the roof plate 1 in valley b. The face door 4 may be attached to the eaves-side insulated roof panel A in advance.
[0013]
In this case, the insulated roof panel A on the ridge side is supported by the purlin 9a constructed at a comfortable position at the same roof gradient with respect to the purlin 9, that is, at a position higher by a height corresponding to the thickness of the hard spacer 2, The insulated roof panel A on the ridge side is fixed to the purlin 9a with the bolts 5a, and the construction is performed such that the upper surfaces of the insulated roof panels A, A on the eaves side and the ridge side are substantially at the same level.
[0014]
A closing plate 10 made of a metal plate is interposed on the back surface of the connection point between the heat-insulating roof panels A, A, so as to fit and make up the back surface of the connection point. In this case, an insulating seal 11 made of EPT rubber is adhered to the ridge side end surface of the synthetic resin foam layer 7 of the heat insulating roof panel A on the ridge side to protect the synthetic resin foam layer 7.
As described above, the hard spacer 2 is interposed between the eaves-side end 1b and the ridge-side end 1a of the overlap connection portion J, and withstands an excessive load such as snow on the overlap connection portion J, The appearance is not deteriorated due to the deformation, and the good appearance is maintained for a long time. Further, the hard spacer 2 is interposed between the peaks of the corrugations, and forms the drainage space 3 from the peaks of the corrugations to the valleys over the entire length of the overlapping connection portion J. Is further improved. In addition, the watertight seal strips 6, 6 are interposed on the eaves side of the hard spacer 2, and it is possible to prevent infiltration of rainwater that blows into the drainage space 3 in a strong wind.
[0015]
The hard spacer 2 is adhered to the watertight seal band 6 on the eaves side, and it is possible to avoid that the self-drilling screw is driven into the position of the watertight seal band 6 excessively and the roof plate 1 made of the steel plate at the peak a is dented. Ru der what can be.
[0016]
【The invention's effect】
In the invention of claim 1, the eaves-side end of the ridge-side roof shingle is superimposed on the ridge-side end of the metal roof shingle that has been formed into a peak by bending into a waveform, and is connected by the connection means. Roof shingle connection structure, with hard spacers interposed at the ridge-side end and eave-side end in the middle of the ridge eaves in the overlapping connection part of both shingles. A drainage space is formed over the entire length of the ridge side end of the overlap connection part, a face door is provided at the eaves end of the drainage space, and a watertight seal band is provided over the entire length of the drainage space in a direction substantially orthogonal to the ridge eaves direction. Since it is mounted, a hard spacer is interposed between the eaves side end and the ridge side end of the overlap connection part, and it can withstand excessive load such as snow accumulation on the overlap connection part, The appearance can be maintained over a long period of time without deformation and deterioration of the appearance. When connecting in the eaves direction, it is sufficient to place a hard spacer between the ridge side end and the eaves side end and connect with a connection means such as a bolt, and interpose a watertight seal band as in the past On the other hand, there is an advantage that workability can be improved as compared with a work form in which a roof plate is brought into contact with the eaves side portion of the overlap connection portion. Further, a drainage space is formed in the overlapping connection portion, and there is an advantage that the drainage function is enhanced, and sufficient watertightness can be obtained in synergy with the watertight seal band. In addition, since the watertight seal band is interposed on the eaves side of the hard spacer, there is an advantage that it is possible to prevent rainwater from flowing into the drainage space in the case of strong wind. In addition, since the hard spacer placed on the peak is bonded to the watertight seal band and the connecting means is driven into the position of the watertight seal band at the peak of the roof plate , the self-drilling screw which is the connecting means is provided at the position of the watertight seal band. It is possible to prevent the roof plate made of the steel plate in the mountain portion from being dented due to excessive driving.
[0017]
In addition , since the hard spacer is interposed at the peak of the corrugation, a drainage space can be formed over the entire length of the overlapping connection portion from the trough of the corrugation to the peak, improving the drainage function and improving watertightness. There is an advantage that it can be further improved.
[0018]
By the way, as in the invention of claim 2 , a synthetic resin foam layer may be laminated on the back surface of the roof plate, and a metal plate may be laminated on the back surface of the synthetic resin foam layer.
[Brief description of the drawings]
1A and 1B show an embodiment of the present invention, in which FIG. 1A is a partially cutaway, schematic cross-sectional view in the direction of the eaves, and FIG. 1B is a schematic perspective view.
FIGS. 2A and 2B are perspective views showing construction.
FIG. 3 is a schematic cross-sectional view in a direction orthogonal to a ridge eaves direction.
FIG. 4 is a front view of a watertight seal band.
FIG. 5 is an enlarged front view of the watertight seal band with a part cut away.
FIG. 6 is a schematic sectional view of a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Roof board 2 Hard spacer 3 Drainage space 4 Face door 5 Connection means 6 Watertight seal band 7 Synthetic resin foam layer 8 Metal plate

Claims (2)

波形に曲げて山部を形成した金属製の屋根板の棟側端部の上に棟側の屋根板の軒側端部を重ねて接続手段にて接続する屋根板の接続構造であって、両屋根板の重ね接続部分における棟軒方向の中間部に、棟側端部と軒側端部との間の山部の位置に硬質スペーサを介装して重ね接続部分の棟側端部の全長にわたる水切り空間を形成し、水切り空間の軒側端部に面戸を設け、硬質スペーサの軒側の水切り空間に棟軒方向とは略直交する方向の全長にわたって水密シール帯を介装し、山部に載置した硬質スペーサを水密シール帯に接着し、屋根板の山部において水密シール帯の位置に接続手段を打ち込んで成ることを特徴とする屋根板の接続構造。A roof-panel connection structure in which an eave-side end of a ridge-side shingle is overlapped with a ridge-side end of a ridge-side shingle of a metal roof shingle that is formed into a mountain shape by being bent into a waveform, and connected by a connection means, A hard spacer is interposed at the ridge between the ridge side end and the eaves side end at the middle part of the ridge eaves direction in the overlap connection part of both roof plates, and the ridge side end of the overlap connection part The drainage space is formed over the entire length of the drainage space, a face door is provided at the eaves end of the drainage space, and a watertight seal band is interposed in the drainage space on the eaves side of the hard spacer over the entire length in a direction substantially perpendicular to the eaves direction. A roof spacer connecting structure, wherein a rigid spacer placed on the ridge is bonded to the watertight seal band, and connection means is driven into the ridge of the roof plate at a position of the watertight seal band . 屋根板の裏面に合成樹脂発泡層を積層し、合成樹脂発泡層の裏面に金属板が積層されていることを特徴とする請求項1記載の屋根板の接続構造。The connection structure for a roof plate according to claim 1 , wherein a synthetic resin foam layer is laminated on the back surface of the roof plate, and a metal plate is laminated on the back surface of the synthetic resin foam layer .
JP04927597A 1997-03-04 1997-03-04 Roof panel connection structure Expired - Fee Related JP3540911B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04927597A JP3540911B2 (en) 1997-03-04 1997-03-04 Roof panel connection structure

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Application Number Priority Date Filing Date Title
JP04927597A JP3540911B2 (en) 1997-03-04 1997-03-04 Roof panel connection structure

Publications (2)

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JPH10245941A JPH10245941A (en) 1998-09-14
JP3540911B2 true JP3540911B2 (en) 2004-07-07

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Publication number Priority date Publication date Assignee Title
AU2009202866B2 (en) * 2008-07-15 2016-05-19 Stramit Corporation Pty Limited Sealing device
AU2013101282B4 (en) * 2008-07-15 2014-04-03 Stramit Corporation Pty Limited A Sealing Device
AU2013101283B4 (en) * 2008-07-15 2014-03-27 Stramit Corporation Pty Limited A Cladding System
AU2013204808B2 (en) * 2012-09-20 2015-03-12 Stramit Corporation Pty Limited Improved sealing device
JP5466331B1 (en) * 2012-12-05 2014-04-09 日鉄住金鋼板株式会社 Metal roof structure and waterproofing member
JP6146778B2 (en) * 2013-10-08 2017-06-14 Jfe鋼板株式会社 Roof material connection structure
JP6974013B2 (en) * 2017-03-06 2021-12-01 日鉄鋼板株式会社 Folded plate roof structure

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