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JP2742009B2 - Metal roofing structure - Google Patents
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JP2742009B2 - Metal roofing structure - Google Patents

Metal roofing structure

Info

Publication number
JP2742009B2
JP2742009B2 JP5308365A JP30836593A JP2742009B2 JP 2742009 B2 JP2742009 B2 JP 2742009B2 JP 5308365 A JP5308365 A JP 5308365A JP 30836593 A JP30836593 A JP 30836593A JP 2742009 B2 JP2742009 B2 JP 2742009B2
Authority
JP
Japan
Prior art keywords
water
roof
metal roofing
metal
connection portion
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 - Fee Related
Application number
JP5308365A
Other languages
Japanese (ja)
Other versions
JPH07158216A (en
Inventor
稔 村山
武丸 前園
豊 原田
伸郎 安岡
哲 名和手
Original Assignee
大同鋼板株式会社
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 大同鋼板株式会社 filed Critical 大同鋼板株式会社
Priority to JP5308365A priority Critical patent/JP2742009B2/en
Publication of JPH07158216A publication Critical patent/JPH07158216A/en
Application granted granted Critical
Publication of JP2742009B2 publication Critical patent/JP2742009B2/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)

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、金属屋根材の葺設構造
に関し、詳しくは接続箇所からの雨水の漏洩を合理的な
構成にて回避して水密性を高めるとともに、接続箇所に
浸入した雨水等に起因して合成樹脂層を劣化させるのを
回避しようとする技術に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roofing structure for a metal roofing material, and more particularly, to avoiding leakage of rainwater from a connection point by a rational structure to improve watertightness and to penetrate the connection point. The present invention relates to a technique for avoiding deterioration of a synthetic resin layer due to rainwater or the like.

【0002】[0002]

【従来の技術】従来、図6に示す実公昭53ー3905
5号公報のように、勾配が付けられて葺設される金属屋
根材の葺設構造にあっては、水下側に葺設された金属屋
根材Aaの上端部に被重ね接続部10が形成され、被重
ね接続部10に水上側の金属屋根材Abの重ね接続部4
が重ね接続されるのである。
2. Description of the Related Art Conventionally, Japanese Utility Model Publication No. 53-3905 shown in FIG.
In the roofing structure of a metal roofing material that is laid with a slope as in Japanese Patent Publication No. 5 (1993) -1995, a connection portion 10 to be overlapped is provided on the upper end portion of the metal roofing material Aa that is laid under the water. The overlapping connection portion 4 of the metal roofing material Ab on the water side is formed and
Are overlapped.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
構成のものにおいては、被重ね接続部10に重ね接続部
4が重ね接続される接続箇所において、水密シール材1
1が介装されているが、例えば、水密シール材11が経
時変化にて劣化するなどして、その機能が損なわれる場
合には、重ね接続部4と被重ね接続部10との間には間
隔が略一定な隙間となっていて、このように狭くて間隔
が略一定となっている隙間を容易に雨水が浸入し、かつ
毛細管現象にて水下側と水上側の金属屋根材1,1の突
合わせ箇所に至り、特に緩勾配の場合には一層、雨水の
浸入が容易におこなわれ、漏洩が促進され、そして、金
属屋根材に合成樹脂層が裏打ちされて断熱性が高められ
る金属屋根材においては、漏洩する雨水が水上側の金属
屋根材の合成樹脂層の水下側の端面に至り、合成樹脂層
が吸水することで、合成樹脂層が劣化し、その断熱性が
早期に損なわれるという問題があった。
However, in such a configuration, the watertight sealing material 1 is provided at the connection portion where the overlapped connection portion 4 is overlapped with the overlapped connection portion 10.
1 is interposed, for example, when the function is impaired due to the deterioration of the watertight sealing material 11 with the passage of time, for example, between the overlapped connection portion 4 and the overlapped connection portion 10. The gap is a substantially constant gap, rainwater easily penetrates into such a narrow gap with a substantially constant gap, and the metal roofing material 1 on the lower side and the upper side by the capillary phenomenon. In the case of a butt joint, especially in the case of a gentle slope, the infiltration of rainwater is further facilitated, the leakage is promoted, and the metal roofing material is lined with a synthetic resin layer to improve the heat insulation. In roofing materials, the leaking rainwater reaches the underwater end surface of the synthetic resin layer of the metal roofing material above the water, and the synthetic resin layer absorbs water, deteriorating the synthetic resin layer, and its heat insulating property is quickly reduced. There was a problem of being damaged.

【0004】本発明はこのような問題に鑑みてなされた
ものであり、その目的とするところは、接続箇所におけ
る合理的な構成により、接続箇所からの雨水の漏洩を合
理的な構成にて回避して水密性を高めるとともに、接続
箇所に浸入した雨水等に起因して合成樹脂層を劣化させ
るのを回避することができ、長期にわたって良好な接続
状態を得ることができる金属屋根材の葺設構造を提供す
ることにある。
[0004] The present invention has been made in view of such a problem, and an object of the present invention is to avoid the leakage of rainwater from a connection point with a reasonable configuration by a reasonable configuration at the connection point. Roofing of metal roofing materials that can improve the watertightness and prevent the synthetic resin layer from deteriorating due to rainwater or the like that has infiltrated the connection points, and can obtain a good connection state over a long period of time. It is to provide a structure.

【0005】[0005]

【課題を解決するための手段】本発明は、角波状に折り
曲げられるとともに勾配が付けられて葺設される金属屋
根板1の裏面に合成樹脂層2を裏打ちした金属屋根材の
葺設構造であって、水上側の屋根下地3と水下側の屋根
下地3とにおいて、上記勾配を基準にして水上側が高く
なる段差Dが形成され、水上側の屋根下地3に載設され
た金属屋根材Aと水上側の屋根下地3に載設された金属
屋根材Aとの間に、上記段差Dに起因する段差部Hが形
成され、水上側に葺設された金属屋根材Aの水下側端部
において金属屋根板1が合成樹脂層2から延出されて重
ね接続部4が形成され、水下側に葺設された金属屋根材
Aの水上側端部の被重ね接続部10に、水上側に葺設さ
れた金属屋根材Aの水下側端部に形成された重ね接続部
4を重ね接続し、重ね接続部4がその基端部を中心に下
方に折り曲げられて被重ね接続部10と重ね接続部4と
の間に水上側程高さが高くなる略くさび状の空所12が
形成されて成ることを特徴とするものである。
SUMMARY OF THE INVENTION According to the present invention, there is provided a method for folding a rectangular wave.
A roofing structure of a metal roofing material in which a synthetic resin layer 2 is lined on the back surface of a metal roofing sheet 1 which is bent and sloped, and a roof base 3 above the water and a roof below the water
In the ground 3, the water side is higher based on the above gradient.
Is formed on the roof base 3 above the water.
Metal roofing material A and metal placed on the roof base 3 above the water
A stepped portion H caused by the step D is formed between the roofing material A and the roofing material A.
The metal roof plate 1 is extended from the synthetic resin layer 2 at the underwater end of the metal roofing material A laid on the water side to form an overlapping connection portion 4 and is laid on the water side. Of the metal roofing material A on the water-side end,
Connection section formed at the underwater end of the metal roofing material A
4 are overlapped, and the overlapped connection portion 4 is
A substantially wedge-shaped space 12 is formed between the overlapped connection portion 10 and the overlapped connection portion 4 so as to be higher toward the water surface.

【0006】[0006]

【0007】[0007]

【作用】空所12の水下側においては、被重ね接続部1
0と重ね接続部4との間の隙間は狭くなっていて、例え
ば水密シール材11を介装するなどにより容易に水密処
理がおこなえる。そして、空所12の入口を突破して浸
入した雨水は、高さが低い入口部にその表面張力にて滞
留し、このような入口部の雨水が毛細管現象で接続箇所
の奥へと浸入しようとするが、空所12は奥ほど高さが
高くなっていて、毛細管現象などにて雨水が奥へと浸入
するのを抑制する。そして、例えば台風のような強風が
空所12に吹き込むのに、空所12は奥ほど高さが高く
て空間が広がっていて、入口から吹き込まれた強風の圧
力を減圧し、強風が接続箇所の奥部に波及するのを抑制
し、強風の吹き込みを抑制する。このように、雨水自体
が奥へと浸入するのを抑制し、また、強風にて奥へと運
ばれるのを抑制し、例え、水密シール材11が経年変化
にて劣化が生じても長期にわたって水密性を維持する。
そして、雨水が奥に浸入して水上側の金属屋根材Aの合
成樹脂層2に至るのを回避し、合成樹脂層2が吸水して
その断熱性が阻害されるのを回避する。これらの結果、
重ね接続部4の長さを長くしなくてもよく、短くするこ
とも可能になる。
In the underwater side of the space 12, the connection portion 1
The gap between the overlapped portion 0 and the overlapping connection portion 4 is narrow, and a watertight treatment can be easily performed by, for example, interposing a watertight sealant 11. Then, the rainwater that has penetrated through the entrance of the void 12 stays at the lower entrance due to its surface tension, and the rainwater at the entrance will penetrate deep into the connection part due to the capillary phenomenon. However, the height of the empty space 12 is higher as it goes deeper, so that rainwater is prevented from penetrating deeper due to capillary action or the like. Then, for example, when a strong wind such as a typhoon blows into the space 12, the space 12 is deeper and deeper and the space is wider, and the pressure of the strong wind blown from the entrance is reduced, and the strong wind is Spills to the back of the wind and suppresses the blowing of strong winds. In this way, the rainwater itself is suppressed from penetrating into the back, and is prevented from being carried to the back by strong winds. Even if the watertight sealing material 11 deteriorates due to aging, it will be kept for a long time. Maintain water tightness.
Then, it is possible to prevent rainwater from penetrating into the back and reaching the synthetic resin layer 2 of the metal roofing material A on the water side, and to prevent the synthetic resin layer 2 from absorbing water and obstructing the heat insulating property. As a result of these,
The length of the overlapping connection portion 4 does not need to be increased, and can be shortened.

【0008】また、空所12を略くさび状にするのに、
水上側の屋根下地3と水下側の屋根下地3とにおいて、
上記勾配を基準にして水上側が高くなる段差Hを形成
し、そして、水上側において金属屋根材1のみを延出し
て形成した重ね接続部4をその基端部において下方に折
り曲げることでおこなう。金属屋根材1を合成樹脂層2
から延出して重ね接続部4を形成する金属屋根材Aの構
成を有効に利用してくさび状の空所12を容易に構成す
る。そして、接続箇所において上面側となる重ね接続部
4を折り曲げるのであり、重ね接続部4の勾配を大きく
(急勾配)して、重ね接続部4のうえを流下する雨水の
流下速度を高め、雨水が重ね接続部4の裏面側に廻り込
むのを回避する。しかも、上面側の重ね接続部4を折り
曲げるので、その下側の被重ね接続部10における勾配
はそのままでよく、被重ね接続部10を折り曲げる構成
のものの場合のように、被重ね接続部10の勾配をそれ
以上に緩い勾配にしなくてもよく、被重ね接続部10の
うえを雨水が伝い登るのを抑制して、雨水の漏洩を回避
する。
In order to make the space 12 substantially wedge-shaped,
In the underwater roof base 3 and the underwater roof base 3,
This step is performed by forming a step H in which the water surface is higher on the basis of the above-mentioned gradient, and bending the overlapping connection portion 4 formed by extending only the metal roofing material 1 on the water surface downward at the base end thereof. Metal roofing material 1 is made of synthetic resin layer 2
The wedge-shaped space 12 is easily formed by effectively utilizing the structure of the metal roofing material A extending from the metal roof material and forming the overlapping connection portion 4. Then, the overlapping connection portion 4 on the upper surface side is bent at the connection point, and the gradient of the overlapping connection portion 4 is increased (a steep slope) to increase the flow rate of rainwater flowing down the overlapping connection portion 4, Around the back side of the overlap connection portion 4 is avoided. Moreover, since the overlapping connection portion 4 on the upper surface is bent, the gradient at the lower connected portion 10 may be unchanged, and the overlapping connection portion 10 may be bent as in the case of the configuration in which the overlapping connection portion 10 is bent. It is not necessary to make the gradient gentler than that, and it is possible to prevent the rainwater from climbing over the connected portions 10 to avoid leakage of the rainwater.

【0009】[0009]

【実施例】以下本発明の実施例を図面に基づいて詳述す
る。金属屋根材Aは図1に示すように、角波状に折り曲
げられた金属屋根板1と裏面金属板7との間に発泡ウレ
タン樹脂2aが合成樹脂層2としてサンドイッチ状に介
装されて構成されている。そして金属屋根材Aの水下
(下端)側においては裏面金属屋根板7及び発泡ウレタ
ン樹脂2aが切除され、発泡ウレタン樹脂2aの端面か
ら金属屋根板1が延出されて重ね接続部4が形成されて
いる。かかる重ね接続部4の長さは200〜400mm
程度である。金属屋根材Aの水上(上端)側において
は、金属屋根板1、発泡ウレタン樹脂2a及び裏面金属
屋根板7の端面が揃えられている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. As shown in FIG. 1, the metal roofing material A is configured by interposing a urethane foam resin 2 a as a synthetic resin layer 2 in a sandwich manner between a metal roofing sheet 1 bent in a square wave shape and a back metal sheet 7. ing. Then, on the underwater (lower end) side of the metal roofing material A, the back metal roofing plate 7 and the urethane foam resin 2a are cut off, and the metal roofing plate 1 is extended from the end surface of the urethane foam resin 2a to form the overlap connection portion 4. Have been. The length of the overlapping connection portion 4 is 200 to 400 mm.
It is about. On the water (upper end) side of the metal roofing material A, the end faces of the metal roofing sheet 1, the urethane foam resin 2a, and the back metal roofing sheet 7 are aligned.

【0010】チャンネル材を使用して母屋として施工さ
れている屋根下地3・・は軒棟方向に間隔が隔てられて
略平行に配設され、かかる屋根下地3・・が緩やかに傾
斜されて緩やかな屋根勾配が構成されるようになされて
いる。そして、金属屋根材A,A同士を接続するのに、
屋根下地3の上に下位の金属屋根材Aが載置され、この
下位の金属屋根材Aの上端部の表面に上位の金属屋根材
Aの重ね接続部4が重ね接続される。かかる場合、図1
に示すように、上位と下位の金属屋根材A,Aにおける
接続箇所の下面に例えば金属板の裏板5が屋根下地3,
3間にわたって架設されて敷設され、裏板5の表面側で
合成樹脂層2,2の端面間にシール材6を介装し、ビス
止めするのである。
[0010] Roof bases 3 · · · constructed as a main building using channel materials are arranged substantially parallel to each other at intervals in the eaves ridge direction, and such roof bases 3 · · · It is made so that a simple roof slope is constructed. And to connect the metal roofing materials A, A,
The lower metal roofing material A is placed on the roof foundation 3, and the lap connection portion 4 of the upper metal roofing material A is lap-connected to the surface of the upper end of the lower metal roofing material A. In such a case, FIG.
As shown in the figure, a back plate 5 of, for example, a metal plate is
The sealing material 6 is interposed between the end surfaces of the synthetic resin layers 2 and 2 on the front side of the back plate 5 and screwed.

【0011】そして、裏板5において、水上側の屋根下
地3の上に載設される部分に起立部13が形成され、こ
の起立部13において、複数の屋根下地3・・が形成し
ている上記勾配を基準にして水上側が高くなる段差Hが
形成されている。しかして、水上側の屋根下地3に載設
された金属屋根材1と水下側の屋根下地3に載設された
金属屋根材1との間に、上記段差Hに起因する段差部D
が形成され、水上側の金属屋根材Aの重ね接続部4が水
下側の金属屋根材Aの被重ね接続部10の上に重ねら
れ、この接続箇所において、セルフドリリングビスBが
全ての山部においてねじ込まれ、水下側の屋根下地3に
固定され、また、接続箇所の途中部分においてセルフド
リリングビスBが幅方向の両端部においてねじ込まれ
て、約1.6mmの厚みを有する裏板5を介して強力な
接続がおこなわれる。セルフドリリングビスBは、首下
ネジ付テクスが使用され、首下ネジ部にパッキンを備え
た座金8が装着されている。そして、接続される両金属
屋根材A,Aの裏面の目地部分を裏板5にて覆い、接続
箇所に裏面側から湿気が侵入し、合成樹脂層2が裏面に
存在しない重ね接続部4の裏面等において結露が生じる
のを回避するようにしてある。このような図1に示す実
施例においては、水上側と水下側の金属屋根材A,Aの
突合わせ箇所は屋根下地3から多少ずれていてもよく、
金属屋根材Aの軒棟方向の寸法誤差を吸収することがで
きるものである。
In the back plate 5, an upright portion 13 is formed in a portion placed on the roof base 3 above the water, and in the upright portion 13, a plurality of roof bases 3 are formed. A step H in which the water side becomes higher with respect to the gradient is formed. Thus, a stepped portion D caused by the step H is provided between the metal roofing material 1 placed on the roof basement 3 above the water and the metal roofing material 1 placed on the roof basement 3 below the water.
Is formed, and the overlapping connection portion 4 of the metal roofing material A on the water side is overlapped on the overlapped connection portion 10 of the metal roofing material A on the waterside, and at this connection point, the self-drilling screw B is attached to all the mountains. The back plate 5 having a thickness of about 1.6 mm is screwed at the bottom portion and fixed to the roof base 3 below the water, and a self-drilling screw B is screwed at both ends in the width direction at an intermediate portion of the connection point. A strong connection is made via. As the self-drilling screw B, a tex with a thread under the neck is used, and a washer 8 having a packing is mounted on the thread under the neck. Then, the joints on the back surfaces of the two metal roofing materials A, A to be connected are covered with the back plate 5, and moisture enters the connection points from the back surface side, and the overlapping connection portions 4 where the synthetic resin layer 2 does not exist on the back surface are formed. The dew condensation is prevented from occurring on the back surface or the like. In such an embodiment shown in FIG. 1, the abutting portions of the metal roofing materials A and A on the water-side and the water-side may be slightly displaced from the roof foundation 3.
The dimensional error of the metal roofing material A in the eaves ridge direction can be absorbed.

【0012】このような金属屋根材A,Aの接続状態に
おいては、水上側の金属屋根材1の重ね接続部4がその
基端部を中心に下方に折り曲げられ、被重ね接続部10
と重ね接続部4との間に水上側程高さが高くなる略くさ
び状の空所12が形成されるのである。そして、くさび
状の空所12において、その入口側と奥側には水密シー
ル材11として、EPTシーリングテープが介在されて
いる。このよう水密シール材11は、緩勾配の場合に
は、必要であるが、急勾配の屋根においては無くてもよ
いものである。また、水密シール材11の厚さは、くさ
び状の空所12の入口側のものが薄く、奥側のものが厚
くなっていて、くさび状の空所12の入口及び奥部にお
いて閉塞しているのは言うまでもない。
In such a connection state of the metal roofing materials A, A, the overlapping connection portion 4 of the metal roofing material 1 on the water side is bent downward around its base end, and the overlapping connection portion 10 is bent.
A substantially wedge-shaped space 12 whose height is higher toward the upper side of the water is formed between the upper portion and the overlapping connection portion 4. In the wedge-shaped space 12, an EPT sealing tape is interposed as a watertight sealing material 11 on the entrance side and the back side. Such a watertight sealing material 11 is necessary in the case of a gentle slope, but need not be provided in a steep roof. In addition, the thickness of the watertight sealing material 11 is thinner at the entrance side of the wedge-shaped cavity 12 and thicker at the rear side, and is closed at the entrance and the inner part of the wedge-shaped cavity 12. Needless to say,

【0013】このように、被重ね接続部10と重ね接続
部4との間に水上側程高さが高くなる略くさび状の空所
12が形成されることで、空所12の水下側においては
被重ね接続部10と重ね接続部4との間の隙間は狭くな
っていて、例えば水密シール材11を介装するなどのこ
とにより容易に水密処理がおこなえるのである。そし
て、空所12の入口を突破して浸入した雨水は、高さが
低い入口部にその表面張力にて滞留し、このような入口
部の雨水が毛細管現象で接続箇所の奥へと浸入しようと
するが、空所12は奥ほど高さが高くなっていて、毛細
管現象などにて雨水が奥へと浸入するのを抑制するので
ある。ところで、例えば台風のような強風が空所12に
吹き込むのに、空所12は奥ほど高さが高くて空間が広
がっていて、入口から吹き込まれた強風の圧力を減圧す
るのである。しかして、強風が接続箇所の奥部に波及す
るのを抑制し、強風の吹き込みを抑制するのである。こ
のように、雨水自体が奥へと浸入するのを抑制し、ま
た、強風にて奥へと運ばれるのを抑制し、例え、水密シ
ール材11が経年変化にて劣化が生じても長期にわたっ
て水密性を維持するのである。そして、雨水が奥に浸入
して水上側の金属屋根材Aの合成樹脂層2に至るのを回
避し、合成樹脂層2が吸水してその断熱性が阻害される
のを回避する。これらの結果、重ね接続部4の長さを長
くしなくてもよく、短くすることも可能になるのであ
る。
As described above, the substantially wedge-shaped space 12 having a height higher toward the water side is formed between the overlapped connection portion 10 and the overlap connection portion 4. In the above, the gap between the overlapped connection portion 10 and the overlap connection portion 4 is narrow, and watertight processing can be easily performed by, for example, interposing a watertight sealant 11. Then, the rainwater that has penetrated through the entrance of the void 12 stays at the lower entrance due to its surface tension, and the rainwater at the entrance will penetrate deep into the connection part due to the capillary phenomenon. However, the height of the empty space 12 becomes higher as it goes deeper, and it is possible to prevent rainwater from penetrating deeper due to capillary action or the like. By the way, when a strong wind such as a typhoon blows into the space 12, the space 12 is deeper and deeper and the space is wider, and the pressure of the strong wind blown from the entrance is reduced. Thus, it is possible to prevent the strong wind from spreading to the inner part of the connection point, and to suppress the blowing of the strong wind. In this way, the rainwater itself is suppressed from penetrating into the back, and is prevented from being carried to the back by strong winds. Even if the watertight sealing material 11 deteriorates due to aging, it will be kept for a long time. It maintains water tightness. Then, it is possible to prevent rainwater from penetrating into the back and reaching the synthetic resin layer 2 of the metal roofing material A on the water side, and to prevent the synthetic resin layer 2 from absorbing water and obstructing the heat insulating property. As a result, it is not necessary to increase the length of the overlap connection portion 4, and it is possible to shorten it.

【0014】ところで、水下側の金属屋根材Aの谷部分
においては、その金属屋根材1がつかみ上げられて斜め
に起立されて水返し14が形成され、空所12の奥にま
で不測に浸入した雨水がそれ以上奥に進むのを阻止し、
浸入する雨水が合成樹脂層2に至り、合成樹脂層2を早
期に劣化させ、その断熱性を低下させるのを回避するよ
うにしてある。ところで、水上側の金属屋根材Aの重ね
接続部4の下部には合成樹脂層2がなく、断熱性が乏し
く、このため、重ね接続部4の下面において結露が発生
し、かかる結露が集まって水上側の金属屋根材Aの合成
樹脂層2に至ろうとするのを水返し14にて阻止するの
である。
By the way, in the valley portion of the metal roofing material A under the water, the metal roofing material 1 is grabbed and raised up obliquely to form a water return 14, which is unexpectedly deep into the void 12. Prevents the infiltrated rainwater from going any further,
It is designed to prevent rainwater that has entered the synthetic resin layer 2 from deteriorating the synthetic resin layer 2 at an early stage and lowering its heat insulating property. By the way, there is no synthetic resin layer 2 below the overlapping connection part 4 of the metal roofing material A on the water side, and the heat insulating property is poor. Therefore, dew condensation occurs on the lower surface of the overlapping connection part 4, and such dew condensation collects. Attempts to reach the synthetic resin layer 2 of the metal roofing material A on the water side are prevented by the water return 14.

【0015】図2(a)は金属屋根材Aの波の進行方向
の断面図を示し、(b)はかかる方向の接続形態を示し
ている。図中9はパッキンである。図3は他の実施例を
示していて、水上側の屋根下地3と水下側の屋根下地3
とにおいて、上記勾配を基準にして水上側が高くなる段
差Hを形成してある。このような水上及び水下側の屋根
下地3,3にわたって0.4mm厚の裏板5を敷設して
架設してある。このような厚みの薄い裏板5は、セルフ
ドリリングビスBのねじ込みにて曲げられ、金属屋根材
A,Aの突合わせ目地部分を覆い、かかる箇所への湿気
の侵入を回避している。かかる実施例においては、水下
側の屋根下地3を基準に水上側の屋根下地3を高くした
が、水上側の屋根下地3を基準に水下側の屋根下地3を
高くしてもよいものである。そして、他の構成は上述の
実施例と同一のものである。
FIG. 2A is a sectional view of the metal roofing material A in the traveling direction of the wave, and FIG. 2B shows a connection form in such a direction. In the figure, reference numeral 9 denotes a packing. FIG. 3 shows another embodiment, in which a roof base 3 above the water and a roof base 3 below the water.
In (2) and (3), a step H in which the water side is higher with respect to the gradient is formed. A 0.4 mm-thick back plate 5 is laid over the above and below the roof foundations 3 and 3 under the water. The back plate 5 having such a small thickness is bent by screwing the self-drilling screw B, and covers the butt joint portion of the metal roofing materials A, A, thereby preventing moisture from entering such a portion. In this embodiment, the roof base 3 on the water side is raised based on the roof base 3 on the water side, but the roof base 3 on the water side may be raised based on the roof base 3 on the water side. It is. The other configuration is the same as that of the above-described embodiment.

【0016】図4は更に他の実施例を示していて、水上
側の屋根下地3と水下側の屋根下地3とにおいて、上記
屋根勾配の通りに施工し、そして、水上側の屋根下地3
に嵩上げ片15を溶接やボルトなどの固着手段にて固着
して、水上側が高くなる段差Hを形成したものである。
このように、水上及び水下の屋根下地3,3を基準勾配
に施工する場合には、その施工を容易におこなえるもの
である。この場合、裏板5は外し、使用しないものであ
る。
FIG. 4 shows still another embodiment, in which the roof foundation 3 on the water side and the roof foundation 3 on the water side are constructed according to the above-mentioned roof gradient, and the roof foundation 3 on the water side is used.
In this case, a raised portion 15 is fixed by fixing means such as welding or bolts to form a step H in which the water side is higher.
As described above, when the roof foundations 3 and 3 above and below the water are constructed at the reference gradient, the construction can be easily performed. In this case, the back plate 5 is removed and not used.

【0017】そして、水上側の屋根下地3と水下側の屋
根下地3とにおいて、上記屋根勾配を基準にして水上側
が高くなる段差Hを形成する施工においては、通常の屋
根下地3・・の施工とは別な工程が必要とされ、施工性
が低下するのであり、かかる場合には、屋根下地3・・
の施工は通常通りに上記屋根勾配に沿って施工をおこな
い、そして、水上側の金属屋根材Aと水下側の金属屋根
材Aは通常通りの屋根勾配の屋根下地3・・の上に載設
し、そして、重ね接続部4を被重ね接続部10に重ね接
続するのに、接続箇所の奥部において、スペーサー(図
示せず)を介装して、接続箇所の奥部において高さの高
い空間を形成し、そして、重ね接続部4の先端部(水下
側端部)はセルフドリリングビスBがねじ込まれて被重
ね接続部10に近接し、しかして、被重ね接続部10と
重ね接続部4との間に略くさび状の空所12を形成する
ようにしてもよいものであり、くさび状の空所12を構
成する手段は種々設計変更可能である。
In the construction in which the step H in which the water surface is higher with respect to the roof gradient is formed between the roof substrate 3 above the water and the roof substrate 3 below the water, A separate process from the construction is required, and the workability is reduced. In such a case, the roof base 3
Is carried out along the above-mentioned roof slope as usual, and the metal roofing material A on the water side and the metal roofing material A on the water side are mounted on the roof foundation 3 with the normal roof slope. In order to connect the overlapped connection portion 4 to the overlapped connection portion 10 in a superposed manner, a spacer (not shown) is interposed at the back portion of the connection portion, and the height of the connection portion is set at the back portion of the connection portion. A high space is formed, and the front end (underwater end) of the overlapped connection portion 4 is screwed with the self-drilling screw B and is close to the overlapped connection portion 10, and thus overlaps with the overlapped connection portion 10. A substantially wedge-shaped space 12 may be formed between the connection portion 4 and the means for forming the wedge-shaped space 12.

【0018】図5は更に他の実施例を示し、水下側の金
属屋根材Aの被重ね接続部10の基端部に裏面金属屋根
材7と合成樹脂層2に丸鋸などにて切り込みをいれてス
リットSを形成し、そして、水上側及び水下側の屋根下
地3,3を基準勾配に沿って施工し、接続される金属屋
根材A,Aの裏面に0.4〜0.5mm厚で、予め曲げ
られた裏板5を付設し、しかして、水下側の金属屋根材
Aの被重ね接続部10をスリットSにおいて下方に折り
曲げ、その折り曲げられた状態を裏板5にて所定姿勢に
支えるのである。この場合、接続される金属屋根材A,
Aの表面は基準勾配に略沿うものである。そして、下方
に折り曲げられる被重ね接続部10における勾配は水が
水下側に流下される程度になされるものである。
FIG. 5 shows still another embodiment, in which the metal roofing material A on the underwater side is cut into the base end of the overlapped connection portion 10 with the backside metal roofing material 7 and the synthetic resin layer 2 by a circular saw or the like. To form slits S. Then, the roof foundations 3 and 3 on the upper and lower sides of the water are installed along the reference gradient, and 0.4-0. A 5 mm-thick, pre-bent back plate 5 is attached, and the connected portion 10 of the metal roofing material A on the underwater side is bent downward at the slit S, and the bent state is applied to the back plate 5. To support it in a predetermined posture. In this case, the metal roofing materials A,
The surface of A is substantially along the reference gradient. The gradient of the overlapped connection portion 10 bent downward is such that water flows down the water.

【0019】尚、重ね接続部4を所定通りに折り曲げや
すいようにガイド溝を形成しておいてもよい。そして、
重ね接続部4は工場において予め曲げておいてもよい。
Incidentally, a guide groove may be formed so that the overlapping connection portion 4 can be easily bent as predetermined. And
The overlap connection portion 4 may be bent in advance at a factory.

【0020】[0020]

【発明の効果】本発明は上述のように、角波状に折り曲
げられるとともに勾配が付けられて葺設される金属屋根
板の裏面に合成樹脂層を裏打ちした金属屋根材の葺設構
造であって、水上側の屋根下地と水下側の屋根下地とに
おいて、上記勾配を基準にして水上側が高くなる段差が
形成され、水上側の屋根下地に載設された金属屋根材と
水上側の屋根下地に載設された金属屋根材との間に、上
記段差に起因する段差部が形成され、水上側に葺設され
た金属屋根材の水下側端部において金属屋根板が合成樹
脂層から延出されて重ね接続部が形成され、水下側に葺
設された金属屋根材の水上側端部の被重ね接続部に、水
上側に葺設された金属屋根材の水下側端部に形成された
重ね接続部を重ね接続し、重ね接続部がその基端部を中
心に下方に折り曲げられて被重ね接続部と重ね接続部と
の間に水上側程高さが高くなる略くさび状の空所が形成
されているから、空所の水下側においては被重ね接続部
と重ね接続部との間の隙間は狭くなっていて、例えば水
密シール材を介装するなどのことにより容易に水密処理
がおこなえながら、例え、空所の入口を突破して浸入し
てもその雨水は、高さが低い入口部にその表面張力にて
滞留し、このような入口部の雨水が毛細管現象で接続箇
所の奥へと浸入しようとするが、空所は奥ほど高さが高
くなっているから、毛細管現象などにて雨水が奥へと浸
入するのを抑制することができる。そして、例えば台風
のような強風が空所に吹き込むのに、空所は奥ほど高さ
が高くて空間が広がっているから、入口から吹き込まれ
た強風の圧力を減圧することができ、強風が接続箇所の
奥部に波及するのを抑制することができ、結果として強
風の吹き込みを抑制することができる。このように、雨
水自体が奥へと浸入するのを抑制し、また、強風にて奥
へと運ばれるのを抑制し、例え、水密シール材が経年変
化にて劣化が生じても長期にわたって水密性を維持する
ことができるという利点がある。そして、雨水が奥に浸
入して水上側の金属屋根材の合成樹脂層に至るのを回避
することができ、合成樹脂層が吸水してその断熱性が阻
害されるのを回避することができるという利点がある。
これらの結果、重ね接続部の長さを長くしなくてもよ
く、短くすることが可能となる。
According to the present invention, as described above, the present invention is bent in an angular wave shape.
Metal roof that is laid and sloped
Metal roofing structure with a synthetic resin layer lined on the back of the board
The roof base under the water and the roof base under the water
In addition, the step where the water side becomes higher based on the above gradient is
Metal roofing material that is formed and placed on the roof base above the water
The metal roofing material placed on the roof base above the water
A step portion due to the step is formed , and a metal roof plate is extended from the synthetic resin layer at a water-side end of the metal roofing material laid on the water side to form an overlapping connection portion, and a water-side portion is formed. Water is applied to the overlapped connection at the water-side end of the metal roofing material
Formed on the underwater end of metal roofing material laid on the upper side
The lap connection is overlapped and the lap connection is centered at the base end.
A substantially wedge-shaped cavity is formed between the overlapped connection portion and the overlapped connection portion, which is bent downward at the center, so that the height increases toward the upper side of the water. The gap between the connection part and the lap connection part is narrow, and for example, watertight treatment can be easily performed by interposing a watertight sealant, for example, by penetrating through the entrance of the void. Although the rainwater stays at the lower entrance due to its surface tension, the rainwater at such an entrance tends to penetrate deep into the connection point by capillary action, but the vacant space is higher , The rainwater can be prevented from penetrating into the interior due to capillary action or the like. And, for example, when a strong wind like a typhoon blows into the space, the space is deeper and deeper and the space spreads out, so the pressure of the strong wind blown from the entrance can be reduced, It is possible to suppress the spread to the deep portion of the connection portion, and as a result, it is possible to suppress blowing of strong wind. In this way, rainwater itself is suppressed from penetrating deeper, and is also prevented from being transported deeper by strong winds. Even if the watertight sealing material deteriorates due to aging, watertightness will be maintained for a long time. There is an advantage that the property can be maintained. And it can avoid that rainwater infiltrates into the back and reaches the synthetic resin layer of the metal roof material on the water side, and can prevent that the synthetic resin layer absorbs water and the heat insulation property is hindered. There is an advantage.
As a result, it is not necessary to increase the length of the overlapping connection portion, and it is possible to shorten the length.

【0021】また、水上側の屋根下地と水下側の屋根下
地とにおいて、上記勾配を基準にして水上側が高くなる
段差が形成され、水上側の屋根下地に載設された金属屋
根材と水下側の屋根下地に載設された金属屋根材との間
に、上記段差に起因する段差部が形成され、水上側の金
属屋根材の重ね接続部がその基端部を中心に下方に折り
曲げられて略くさび状の空所が形成されているから、空
所を略くさび状にするのに、水上側の屋根下地と水下側
の屋根下地とにおいて、上記勾配を基準にして水上側が
高くなる段差に形成し、そして、水上側において金属屋
根材のみを延出して形成した重ね接続部をその基端部に
おいて下方に折り曲げることで形成でき、金属屋根材を
延出して重ね接続部を形成する金属屋根材の構成を有効
に利用してくさび状の空所を容易に構成することができ
るという利点がある。加えて、接続箇所において上面側
となる重ね接続部を折り曲げるから、重ね接続部の勾配
を大きく(急勾配)して、重ね接続部のうえを流下する
雨水の流下速度を高め、雨水が重ね接続部の裏面側に廻
り込むのを回避することができるという利点がある。し
かも、上面側の重ね接続部を折り曲げるので、その下側
の被重ね接続部における勾配はそのままでよく、被重ね
接続部を折り曲げる構成のものの場合のように、被重ね
接続部の勾配をそれ以上に緩い勾配にしなくてもよく、
被重ね接続部のうえを雨水が伝い登るのを抑制して、雨
水の漏洩を回避することができるという利点がある。
In addition, a step is formed in the roof foundation on the water side and the roof foundation on the water side below, in which the water side is higher based on the above gradient, and the metal roofing material mounted on the roof foundation on the water side and the water A step due to the above-mentioned step is formed between the metal roofing material placed on the lower roof foundation and the overlapping portion of the metal roofing material above the water is bent downward around its base end. Since a substantially wedge-shaped space is formed, the wedge-shaped space is formed. It can be formed by extending the metal roofing material only on the water surface and bending the overlapping connection part formed at the base end downward, and forming the overlapping connection part by extending the metal roofing material Wedge by effectively utilizing the composition of the metal roofing material There is an advantage that it is possible to constitute the cavity of easily. In addition, since the overlapping connection portion on the upper surface side is bent at the connection point, the gradient of the overlapping connection portion is increased (a steep slope), the speed of rainwater flowing down the overlapping connection portion is increased, and the rainwater is overlapped. There is an advantage that it is possible to avoid going around the back side of the part. In addition, since the overlapping connection portion on the upper surface side is bent, the gradient at the lower overlapping connection portion may be unchanged, and the gradient of the overlapping connection portion is further increased as in the case of the configuration in which the overlapping connection portion is bent. The slope does not have to be gentle,
There is an advantage that rainwater can be prevented from leaking by suppressing rainwater from climbing over the connected portion.

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

【図1】本発明の一実施例を示し、(a)は断面図、
(b)は分解斜視図である。
1A and 1B show an embodiment of the present invention, in which FIG.
(B) is an exploded perspective view.

【図2】(a)は同上の金属屋根材の波形の進行方向の
概略断面図、(b)は同上の接続箇所の拡大断面図であ
る。
FIG. 2A is a schematic cross-sectional view of the metal roofing material in the same direction as the traveling direction of the corrugated metal roof material, and FIG.

【図3】同上の他の実施例の断面図である。FIG. 3 is a sectional view of another embodiment of the above.

【図4】同上の他の実施例の断面図である。FIG. 4 is a sectional view of another embodiment of the above.

【図5】同上の他の実施例の断面図である。FIG. 5 is a sectional view of another embodiment of the above.

【図6】従来例の断面図である。FIG. 6 is a sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 金属屋根板 2 合成樹脂層 3 屋根下地 4 重ね接続部 10 被重ね接続部 12 空所 A 金属屋根材 D 段差 H 段差部 DESCRIPTION OF SYMBOLS 1 Metal roof plate 2 Synthetic resin layer 3 Roof base 4 Overlap connection part 10 Overlap connection part 12 Void A Metal roof material D Step H Step

フロントページの続き (72)発明者 安岡 伸郎 兵庫県尼崎市杭瀬南新町3丁目2番1号 大同鋼板株式会社内 (72)発明者 名和手 哲 兵庫県尼崎市杭瀬南新町3丁目2番1号 大同鋼板株式会社内 (56)参考文献 特開 平2−269247(JP,A) 実開 昭57−153121(JP,U)Continuing from the front page (72) Inventor Nobuo Yasuoka 3-2-1, Minaseshinmachi, Amagasaki City, Hyogo Prefecture Inside of Daido Steel Co., Ltd. (56) References JP-A-2-269247 (JP, A) Jpn.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 角波状に折り曲げられるとともに勾配が
付けられて葺設される金属屋根板の裏面に合成樹脂層を
裏打ちした金属屋根材の葺設構造であって、水上側の屋
根下地と水下側の屋根下地とにおいて、上記勾配を基準
にして水上側が高くなる段差が形成され、水上側の屋根
下地に載設された金属屋根材と水上側の屋根下地に載設
された金属屋根材との間に、上記段差に起因する段差部
が形成され、水上側に葺設された金属屋根材の水下側端
部において金属屋根板が合成樹脂層から延出されて重ね
接続部が形成され、水下側に葺設された金属屋根材の
上側端部の被重ね接続部に、水上側に葺設された金属屋
根材の水下側端部に形成された重ね接続部を重ね接続
し、重ね接続部がその基端部を中心に下方に折り曲げら
れて被重ね接続部と重ね接続部との間に水上側程高さが
高くなる略くさび状の空所が形成されて成ることを特徴
とする金属屋根材の葺設構造。
1. A葺設structure of a metal roofing lined synthetic resin layer on the back surface of the corner metal shingles gradient with bent in wave shape are attached葺設, the water side ya
The above gradient is used as a reference between the base ground and the roof base under the water.
A step is formed where the water side is higher, and the roof on the water side
Metal roofing material placed on the foundation and roof foundation on the waterside
Between the metal roof material and the step
Is formed, and a metal roof plate is extended from the synthetic resin layer at the underwater end of the metal roofing material laid on the water side to form an overlapping connection portion, and the metal roof laid on the water side Lumber water
A metal shop laid on the water side at the connected part at the upper end
Lap connection formed at the underwater end of the root material
And the lap joint is bent downward about its base end.
葺設structure of the metal roofing material, characterized in that substantially wedge-shaped voids as water side height is increased, which are formed between the connection portion and the overlapped connection portions to be overlapped is.
JP5308365A 1993-12-08 1993-12-08 Metal roofing structure Expired - Fee Related JP2742009B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5308365A JP2742009B2 (en) 1993-12-08 1993-12-08 Metal roofing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5308365A JP2742009B2 (en) 1993-12-08 1993-12-08 Metal roofing structure

Publications (2)

Publication Number Publication Date
JPH07158216A JPH07158216A (en) 1995-06-20
JP2742009B2 true JP2742009B2 (en) 1998-04-22

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JP5308365A Expired - Fee Related JP2742009B2 (en) 1993-12-08 1993-12-08 Metal roofing structure

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Publication number Priority date Publication date Assignee Title
JP5639635B2 (en) * 2012-12-25 2014-12-10 日鉄住金鋼板株式会社 Flat roof
CN108797903B (en) * 2018-06-23 2020-01-03 温州市申宏建设有限公司 Roof waterproof structure and construction process thereof

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57153121U (en) * 1981-03-19 1982-09-25
JPH0833053B2 (en) * 1989-04-10 1996-03-29 元旦ビユーティ工業株式会社 Horizontal roofing shingle

Also Published As

Publication number Publication date
JPH07158216A (en) 1995-06-20

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