JP6835374B1 - Modular metal roofing material - Google Patents

Modular metal roofing material Download PDF

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JP6835374B1
JP6835374B1 JP2020096550A JP2020096550A JP6835374B1 JP 6835374 B1 JP6835374 B1 JP 6835374B1 JP 2020096550 A JP2020096550 A JP 2020096550A JP 2020096550 A JP2020096550 A JP 2020096550A JP 6835374 B1 JP6835374 B1 JP 6835374B1
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roofing material
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working length
metal roofing
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小栗 和彦
和彦 小栗
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甍エンジニアリング株式会社
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Abstract

【課題】本発明は金属屋根材における技術であり、現場の屋根面ごとに金属屋根材の屋根端部における加工形状や寸法が異なり、現場で職人が屋根形状に合わせて金属屋根材を切断加工や折り曲げ加工などを行い、手間を掛けて施工しなければならないという課題があった。【解決手段】本発明の金属屋根材は、働き長さの水平投影寸法が建物の設計単位寸法の整数分の一であり、働き幅寸法が働き長さの水平投影寸法の二倍以上の整数倍であり、本体と連結材で構成され、本体に頭側固定部と尻側固定部を設け、下段の尻側固定部と上段の頭側固定部を連結する連結材を設け、連結材は働き長さ位置決め基準を合わせた位置に設け、連結材は働き長さを可変させる寸法調整部を有し、勾配ごとの寸法調整部長さを有した連結材を選択することで働き長さを調整し、勾配が変わっても働き長さの水平投影寸法が建物の設計単位寸法の整数分の一となる。【選択図】 図1PROBLEM TO BE SOLVED: To provide a technique for a metal roofing material, in which the processing shape and dimensions of the roof edge of the metal roofing material are different for each roof surface at the site, and a craftsman cuts the metal roofing material according to the roof shape at the site. There was a problem that it was necessary to take time and effort to perform the work such as bending and bending. SOLUTION: In the metal roofing material of the present invention, the horizontal projection dimension of the working length is an integral fraction of the design unit dimension of the building, and the working width dimension is an integer of twice or more the horizontal projection dimension of the working length. It is doubled and is composed of a main body and a connecting material. The main body is provided with a head-side fixing part and a tail-side fixing part, and a connecting material for connecting the lower-stage tail-side fixing part and the upper-stage head-side fixing part is provided. The working length is provided at a position that matches the positioning reference, and the connecting material has a dimensional adjustment part that changes the working length, and the working length is adjusted by selecting a connecting material that has the dimensional adjustment part length for each gradient. However, even if the slope changes, the horizontal projection dimension of the working length is an integral fraction of the design unit dimension of the building. [Selection diagram] Fig. 1

Description

本発明は、建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで前記金属屋根材の働き長さを調整するものである。 According to the present invention, in a horizontal roofing metal roofing material that is roofed on a sloped roof of a building, the horizontal projection dimension of the working length of the metal roofing material is an integral fraction of the design unit dimension of the building. The working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is composed of a main body and a connecting material, and the head side of the main body. A head-side fixing portion is provided on the roof, a tail-side fixing portion is provided on the tail side of the main body, and the connecting material is provided on the connecting material based on the main body working length positioning reference provided on the tail side of the main body. Positioning is performed by matching the length positioning reference, and at the time of step roofing, the head-side fixing portion of the main body located in the upper stage is abutted against the connecting material located in the lower stage, and the connecting material is positioned in the lower stage. The tail-side fixing portion of the main body and the head-side fixing portion of the main body located in the upper stage are connected, and the connecting material fixing portion and the tail-side fixing portion are fixed to the roof base with a binding material to be integrated. The connecting material has a dimension adjusting portion, and the length of the dimension adjusting portion is set for each of the gradients in order to change the working length of the metal roofing material for each of the gradients. By preparing the connecting material of the above, the working length of the metal roofing material is adjusted.

従来技術の特許文献1には、実開平5−14360号の屋根材働き長さ調整部材がある。この特許文献は、金属製屋根材のすがる部等における働き長さを調整するための部材に関するものである。
屋根流れ方向の下手側端に下向きに折曲された係止部を備え、かつ上手側端部に立上り係止部を備えている屋根材の働き長さを調整するために、該屋根材の上面に固着される調整部材であって、下手側端に立上り係止部が設けられ、該係止部の上手側下面に防水シール材が貼着されているという提案がされている。
Patent Document 1 of the prior art includes a roofing material working length adjusting member of Jitsukaihei No. 5-14360. This patent document relates to a member for adjusting the working length of a metal roofing material such as a passing portion.
In order to adjust the working length of a roofing material having a downwardly bent locking portion at the lower end in the roof flow direction and a rising locking portion at the upper end, the roofing material It has been proposed that the adjusting member is fixed to the upper surface, a rising locking portion is provided at the lower end, and a waterproof sealing material is attached to the upper lower surface of the locking portion.

実開平5−14360号公報Jikkenhei 5-14360 Gazette

特許文献1では金属製屋根材のすがる部等における働き長さを調整するための部材に関するものであり、屋根流れ方向の下手側端に下向きに折曲された係止部を備え、かつ上手側端部に立上り係止部を備えている屋根材の働き長さを調整するために、該屋根材の上面に固着される調整部材であって、下手側端に立上り係止部が設けられ、該係止部の上手側下面に防水シール材が貼着されていることを特徴とするものである。
この働き長さを調整するための部材の構成により、屋根材の働き長さ調整が至極容易で、施工性が良く、大幅に作業能率を向上させ、かつ防水機能を確保できると共に外観を損ねることがなく、工事現場での切断・曲げ加工作業が不要であり、工事時間の短縮を図ることができるという効果を発揮する。
Patent Document 1 relates to a member for adjusting the working length of a metal roofing material such as a passing portion, and is provided with a downwardly bent locking portion at the lower end in the roof flow direction and is on the upper side. An adjusting member fixed to the upper surface of the roofing material in order to adjust the working length of the roofing material having a rising locking portion at the end, and a rising locking portion is provided at the lower end. It is characterized in that a waterproof sealing material is attached to the lower surface on the upper side of the locking portion.
Due to the configuration of the member for adjusting the working length, it is extremely easy to adjust the working length of the roofing material, the workability is good, the work efficiency is greatly improved, the waterproof function can be secured, and the appearance is spoiled. There is no need for cutting and bending work at the construction site, and the effect is that the construction time can be shortened.

しかし、特許文献1の働き長さを調整するための部材は、流れ方向の調整機能として働き長さだけを調整する場合においては効果を発揮するが、建物の設計単位寸法と屋根材の働き長さ寸法、働き幅寸法が関係付けられていないため、現場の屋根面ごとに金属屋根材の屋根端部における加工形状や寸法が異なり、現場で職人が屋根形状に合わせて金属屋根材を切断加工や折り曲げ加工などを行い、手間を掛けて施工しなければならないという課題があった。 However, the member for adjusting the working length of Patent Document 1 is effective when only the working length is adjusted as a flow direction adjusting function, but the design unit dimensions of the building and the working length of the roofing material are effective. Since the dimensions and working width dimensions are not related, the processing shape and dimensions of the metal roofing material at the roof edge differ depending on the roof surface at the site, and the craftsman cuts the metal roofing material according to the roof shape at the site. There was a problem that it was necessary to take time and effort to perform the work such as bending and bending.

本発明は、建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで前記金属屋根材の働き長さを調整し、勾配が変わっても前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一となるモジュール金属屋根材を提供する。 According to the present invention, in a horizontal roofing metal roofing material that is roofed on a sloped roof of a building, the horizontal projection dimension of the working length of the metal roofing material is an integral fraction of the design unit dimension of the building. The working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is composed of a main body and a connecting material, and the head side of the main body. A head-side fixing portion is provided on the roof, a tail-side fixing portion is provided on the tail side of the main body, and the connecting material is provided on the connecting material based on the main body working length positioning reference provided on the tail side of the main body. Positioning is performed by matching the length positioning reference, and at the time of step roofing, the head-side fixing portion of the main body located in the upper stage is abutted against the connecting material located in the lower stage, and the connecting material is positioned in the lower stage. The tail-side fixing portion of the main body and the head-side fixing portion of the main body located in the upper stage are connected, and the connecting material fixing portion and the tail-side fixing portion are fixed to the roof base with a binding material to be integrated. The connecting material has a dimension adjusting portion, and the length of the dimension adjusting portion is set for each of the gradients in order to change the working length of the metal roofing material for each of the gradients. By preparing the connecting material of the above, the working length of the metal roofing material is adjusted, and even if the slope changes, the horizontal projection dimension of the working length of the metal roofing material is an integral fraction of the design unit size of the building. Provided is a modular metal roofing material.

請求項1記載の本発明のモジュール金属屋根材は、建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで、前記金属屋根材の前記働き長さの水平投影寸法を前記建物の前記設計単位寸法の整数分の一とすることを特徴とする。 The modular metal roofing material of the present invention according to claim 1 is a horizontal roofing metal roofing material that is roofed with steps on a sloped roof of the building, and the horizontal projection dimension of the working length of the metal roofing material is the design of the building. It is an integral fraction of the unit dimension, the working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is connected to the main body. It is made of a material, a head-side fixing portion is provided on the head side of the main body, a tail-side fixing portion is provided on the tail side of the main body, and the connecting material is a main body working length positioning reference provided on the tail side of the main body. Positioning is performed by matching the connecting material working length positioning reference provided on the connecting material, and when roofing, the head-side fixing portion of the main body located on the upper stage is pressed against the connecting material located on the lower stage. Then, the connecting material connects the tail-side fixing portion of the main body located in the lower stage and the head-side fixing portion of the main body located in the upper stage, and the connecting material fixing portion and the tail-side fixing portion are connected by a binding material. It is integrated by fixing it to the roof base, and the connecting material has a dimension adjusting portion, and the length of the dimension adjusting portion is changed for each gradient in order to change the working length of the metal roofing material for each gradient. By preparing the connecting material having a different length of the set dimension adjusting portion, the horizontal projection dimension of the working length of the metal roofing material can be made to be an integral fraction of the design unit dimension of the building. It is a feature.

請求項2記載の本発明は、請求項1に記載のモジュール金属屋根材において、前記本体働き長さ位置決め基準に前記連結材働き長さ位置決め基準を当て止めすることで前記連結材の位置決めを行うことを特徴とする。 According to the second aspect of the present invention, in the modular metal roofing material according to the first aspect, the connecting member is positioned by applying the connecting member working length positioning reference to the main body working length positioning reference. It is characterized by that.

請求項3記載の本発明は、請求項1又は請求項2に記載のモジュール金属屋根材において、前記金属屋根材の尻側に前記本体の一方の側端から他方の側端まで連続して一定高さを有した尻側水返しを設けたことを特徴とする。 The present invention according to claim 3 is the modular metal roofing material according to claim 1 or 2, which is continuously constant on the tail side of the metal roofing material from one side end of the main body to the other side end. It is characterized by providing a buttock-side water return having a height.

請求項4記載の本発明は、請求項1から請求項3までのいずれか記載のモジュール金属屋根材において、一方の前記頭側固定部に横重なり寸法と同寸法の頭側切り欠き部を設け、前記頭側切り欠き部側端を働き幅位置決め基準とし、横葺きする際に横隣に葺く前記頭側固定部側端を前記働き幅位置決め基準に合わせることで位置決めを行うことを特徴とする。 According to the fourth aspect of the present invention, in the modular metal roofing material according to any one of claims 1 to 3, one of the head-side fixing portions is provided with a head-side notch having the same dimensions as the laterally overlapping dimensions. The head side notch side end is used as a working width positioning standard, and the head side fixed portion side end that is laid sideways when side-roofing is aligned with the working width positioning standard to perform positioning. To do.

本発明によれば、建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで、前記金属屋根材の前記働き長さの水平投影寸法を前記建物の前記設計単位寸法の整数分の一とすることで、様々な勾配においても前記建物の設計単位寸法と働き長さの水平投影寸法と働き幅寸法が連動した屋根材の配置が可能となり、陸棟部、隅棟部、ケラバ部、壁際部、三又部、陸棟曲がり部、谷部など全ての屋根端部において屋根材の配置や形状をルール化することが出来る。
本発明のモジュール金属屋根材は、前記連結材で上段の頭側固定部と下段の尻側固定部を連結することで尻側固定部を緊結材で屋根下地と固定する力が金属屋根材の頭側にも伝わり、台風や地震などの災害に対しても飛散や脱落などを防ぐことが出来る。
勾配ごとに寸法調整部の長さ違いの連結材を用意し、尻側に設けた本体働き長さ位置決め基準に連結材を位置決めし、段葺きの際に上段の頭側固定部と下段の連結材を当て止めさせることで、施工時に働き長さの測定をすることなく簡単で正確に、勾配ごとに必要な働き長さを位置決めすることが出来る。
勾配ごとに必要な働き長さ寸法は、建物の設計単位寸法の整数分の一に設定された金属屋根材の働き長さの水平投影寸法に勾配ごとの勾配伸び率と屋根材の戻り勾配を考慮して算出するが、あらかじめ勾配ごとの寸法調整部の長さを設定しているので、現場で必要な働き長さを算出することなく簡単に正確に、勾配ごとに必要な働き長さを位置決めすることが出来る。
隅棟部及び谷部のある屋根形状で前記屋根形状を水平投影した場合、一方の桁方向を0度に設定した際には隅棟部及び谷部は必ず45度に設定されるため、金属屋根材の働き長さの水平投影寸法で配置をした場合、金属屋根材は一段登るごとに屋根材の働き長さの水平投影寸法分だけ桁方向でずれる法則となる。この法則を利用し、金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一とし、金属屋根材の働き幅寸法を働き長さの水平投影寸法の二倍以上の整数倍としたときに、金属屋根材の桁方向での配置の際に金属屋根材の働き長さの水平投影寸法の整数倍だけ各段でずらす配置ルールにした際には、各段における配置ルールが規則性を持った簡単明瞭で分かりやすいルールとなり、屋根端部においては形状及び寸法を規格化した規格化形状屋根材として施工することが出来る。施工現場で屋根材の切断や折り曲げ加工をしなくても、あらかじめ用意した規格化形状屋根材を現場で決められたルールにのっとり規格化形状屋根材を配置するだけで施工することが出来るため、施工性が向上し施工現場における生産性を向上させることが出来る。
前記金属屋根材を桁方向に長尺化することで横方向での施工枚数の減少により施工性を上げることが出来る。
屋根端部に施工する規格化形状屋根材は、前記金属屋根材をプレカット加工によって生産する場合、連結材の無い状態の本体を切断加工するため、切断がしやすく高い加工性でプレカット生産することが出来る。
連結材を緊結材で屋根下地に固定するのと同時に本体の尻側固定部での固定が出来る。
さらに連結材により段葺きする際の上段の頭側固定部を上方から固定するため、尻側固定部を緊結材で屋根下地と固定する力が金属屋根材の頭側固定部にも伝わり、台風や地震などの災害に対しても飛散や脱落などを防ぐことが出来る。
According to the present invention, in a horizontal roofing metal roofing material that is roofed on a sloped roof of a building, the horizontal projection dimension of the working length of the metal roofing material is an integral fraction of the design unit dimension of the building. Yes, the working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is composed of a main body and a connecting material, and the main body A head-side fixing portion is provided on the head side, a tail-side fixing portion is provided on the tail side of the main body, and the connecting material is a connection provided on the connecting material according to a main body working length positioning reference provided on the tail side of the main body. Positioning is performed by matching the material working length positioning standard, and at the time of step roofing, the head-side fixing portion of the main body located in the upper stage is attached to the connecting material located in the lower stage, and the connecting material is used to move the lower stage. The tail-side fixing portion of the main body located and the head-side fixing portion of the main body located in the upper stage are connected, and the connecting material fixing portion and the tail-side fixing portion are fixed to the roof base with a binding material to be integrated. The connecting material has a dimensional adjustment unit, and the length of the dimensional adjustment unit is set for each gradient in order to change the working length of the metal roofing material for each gradient. By preparing the staggered connecting material, the horizontal projection dimension of the working length of the metal roofing material can be made an integral fraction of the design unit dimension of the building, so that the building can be used at various slopes. It is possible to arrange roofing materials in which the horizontal projection dimensions of the design unit dimensions and the working length and the working width dimensions are linked, and the land ridge, corner ridge, keraba, wall edge, three-pronged, land ridge bend, valley. It is possible to make rules for the arrangement and shape of roofing materials at all roof edges.
In the modular metal roofing material of the present invention, the force for fixing the buttock side fixing portion to the roof base with the binding material by connecting the upper head side fixing portion and the lower buttock side fixing portion with the connecting material is the metal roofing material. It is also transmitted to the head side and can prevent scattering and falling out even in the event of a disaster such as a typhoon or an earthquake.
Prepare connecting materials with different lengths of the dimension adjustment part for each gradient, position the connecting material according to the main body working length positioning standard provided on the tail side, and connect the upper head side fixing part and the lower stage at the time of stepping. By stopping the material, it is possible to easily and accurately position the required working length for each gradient without measuring the working length during construction.
The required working length dimension for each slope is the horizontal projection dimension of the working length of the metal roofing material set to an integral fraction of the design unit dimension of the building, and the slope elongation rate for each slope and the return slope of the roofing material. Although it is calculated in consideration, since the length of the dimension adjustment part for each gradient is set in advance, the required working length for each gradient can be easily and accurately calculated without calculating the required working length at the site. It can be positioned.
When the roof shape is horizontally projected with a roof shape with corner ridges and valleys, when one girder direction is set to 0 degrees, the corner ridges and valleys are always set to 45 degrees, so metal When the roofing material is arranged in the horizontal projection dimension of the working length of the roofing material, the metal roofing material is shifted in the girder direction by the horizontal projection dimension of the working length of the roofing material for each step. Using this law, the horizontal projection dimension of the working length of the metal roofing material is set to an integral fraction of the design unit size of the building, and the working width dimension of the metal roofing material is more than twice the horizontal projection dimension of the working length. When the arrangement rule is set to be an integral multiple of the horizontal projection dimension of the working length of the metal roofing material when arranging the metal roofing material in the girder direction, the arrangement rule is to shift each step by an integral multiple of the horizontal projection dimension. The arrangement rule becomes a simple, clear and easy-to-understand rule with regularity, and it can be installed as a standardized shape roofing material with standardized shape and dimensions at the roof edge. Even if the roofing material is not cut or bent at the construction site, the standardized shape roofing material prepared in advance can be constructed simply by arranging the standardized shape roofing material according to the rules decided at the site. Workability can be improved and productivity at the construction site can be improved.
By lengthening the metal roofing material in the girder direction, the workability can be improved by reducing the number of works in the horizontal direction.
When the metal roofing material is produced by pre-cutting, the standardized roofing material to be installed on the roof edge is pre-cut and produced with high workability because it is easy to cut because the main body without connecting material is cut. Can be done.
At the same time as fixing the connecting material to the roof base with a binding material, it can be fixed at the butt side fixing part of the main body.
Furthermore, since the head-side fixing part of the upper stage is fixed from above by the connecting material, the force to fix the butt-side fixing part to the roof base with the binding material is transmitted to the head-side fixing part of the metal roofing material, and the typhoon It is possible to prevent scattering and dropping even in the event of a disaster such as an earthquake or an earthquake.

本発明の実施例による製品図面Product drawings according to examples of the present invention 本発明の実施例による製品の斜視図Perspective view of the product according to the embodiment of the present invention 本発明の実施例による製品本体と連結材の斜視図Perspective view of the product body and the connecting material according to the embodiment of the present invention. 本発明の実施例による施工時の働き長さ位置決め斜視図Working length positioning perspective view during construction according to the embodiment of the present invention 本発明の実施例による施工時の働き幅位置決め斜視図Working width positioning perspective view at the time of construction according to the embodiment of the present invention 本発明の実施例における勾配による働き長さ調整時の施工断面図Construction cross-sectional view at the time of adjusting the working length by the gradient in the embodiment of the present invention 本発明の実施例による寄棟三角屋根面における製品及び連結材の配置図Layout of products and connecting materials on the triangular roof surface of the hipped roof according to the embodiment of the present invention. 本発明の実施例による規格化形状屋根材の斜視図Perspective view of standardized roofing material according to the embodiment of the present invention 本発明の実施例による製品図面及び勾配による働き長さ調整時の施工断面図Product drawing according to the embodiment of the present invention and construction sectional view at the time of adjusting the working length by the gradient. 本発明の実施例による施工時の働き長さ位置決め斜視図Working length positioning perspective view during construction according to the embodiment of the present invention 本発明の実施例による製品図面と施工断面図Product drawing and construction sectional view according to an embodiment of the present invention 本発明の実施例による製品図面Product drawings according to examples of the present invention 本発明の実施例による製品の斜視図Perspective view of the product according to the embodiment of the present invention 本発明の実施例による働き長さの水平投影寸法ごとの調整寸法表Adjustment dimension table for each horizontal projection dimension of working length according to the embodiment of the present invention 本発明の実施例による屋根伏せ図への製品配置図及び製品図面Product layout and product drawing on the roof plan according to the embodiment of the present invention

本発明の第1の実施の形態におけるモジュール金属屋根材は、建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで、前記金属屋根材の前記働き長さの水平投影寸法を前記建物の前記設計単位寸法の整数分の一とするものである。
本実施の形態によれば、様々な勾配においても前記建物の設計単位寸法と働き長さの水平投影寸法と働き幅寸法が連動した屋根材の配置が可能となり、陸棟部、隅棟部、ケラバ部、壁際部、三又部、陸棟曲がり部、谷部など全ての屋根端部において屋根材の配置や形状をルール化することが出来る。
本実施の形態のモジュール金属屋根材は、前記連結材で上段の頭側固定部と下段の尻側固定部を連結することで尻側固定部を緊結材で屋根下地と固定する力が金属屋根材の頭側にも伝わり、台風や地震などの災害に対しても飛散や脱落などを防ぐことが出来る。
勾配ごとに寸法調整部の長さ違いの連結材を用意し、尻側に設けた本体働き長さ位置決め基準に連結材を位置決めし、段葺きの際に上段の頭側固定部と下段の連結材を当て止めさせることで、施工時に働き長さの測定をすることなく簡単で正確に、勾配ごとに必要な働き長さを位置決めすることが出来る。
勾配ごとに必要な働き長さ寸法は、建物の設計単位寸法の整数分の一に設定された金属屋根材の働き長さの水平投影寸法に勾配ごとの勾配伸び率と屋根材の戻り勾配を考慮して算出するが、あらかじめ勾配ごとの寸法調整部の長さを設定しているので、現場で必要な働き長さを算出することなく簡単に正確に、勾配ごとに必要な働き長さを位置決めすることが出来る。
隅棟部及び谷部のある屋根形状で前記屋根形状を水平投影した場合、一方の桁方向を0度に設定した際には隅棟部及び谷部は必ず45度に設定されるため、金属屋根材の働き長さの水平投影寸法で配置をした場合、金属屋根材は一段登るごとに屋根材の働き長さの水平投影寸法分だけ桁方向でずれる法則となる。この法則を利用し、金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一とし、金属屋根材の働き幅寸法を働き長さの水平投影寸法の二倍以上の整数倍としたときに、金属屋根材の桁方向での配置の際に金属屋根材の働き長さの水平投影寸法の整数倍だけ各段でずらす配置ルールにした際には、各段における配置ルールが規則性を持った簡単明瞭で分かりやすいルールとなり、屋根端部においては形状及び寸法を規格化した規格化形状屋根材として施工することが出来る。施工現場で屋根材の切断や折り曲げ加工をしなくても、あらかじめ用意した規格化形状屋根材を現場で決められたルールにのっとり規格化形状屋根材を配置するだけで施工することが出来るため、施工性が向上し施工現場における生産性を向上させることが出来る。
前記金属屋根材を桁方向に長尺化することで横方向での施工枚数の減少により施工性を上げることが出来る。
屋根端部に施工する規格化形状屋根材は、前記金属屋根材をプレカット加工によって生産する場合、連結材の無い状態の本体を切断加工するため、切断がしやすく高い加工性でプレカット生産することが出来る。
連結材を緊結材で屋根下地に固定するのと同時に本体の尻側固定部での固定が出来る。
さらに連結材により段葺きする際の上段の頭側固定部を上方から固定するため、尻側固定部を緊結材で屋根下地と固定する力が金属屋根材の頭側固定部にも伝わり、台風や地震などの災害に対しても飛散や脱落などを防ぐことが出来る。
The modular metal roofing material according to the first embodiment of the present invention is a horizontal roofing material that is step-roofed on a sloped roof of a building, and the horizontal projection dimension of the working length of the metal roofing material is the building. The working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is the main body. The head side fixing portion is provided on the head side of the main body, the tail side fixing portion is provided on the tail side of the main body, and the connecting material is provided on the tail side of the main body. Positioning is performed by matching the positioning reference with the working length positioning reference of the connecting material provided on the connecting material, and at the time of step roofing, the head-side fixing portion of the main body located on the upper stage is attached to the connecting material located on the lower stage. The contacting material is used to connect the tail-side fixing portion of the main body located in the lower stage and the head-side fixing portion of the main body located in the upper stage, and tightly connect the connecting material fixing portion and the tail-side fixing portion. It is integrated by fixing it to the roof base with a material, and the connecting material has a dimension adjusting portion, and the length of the dimension adjusting portion for each gradient in order to change the working length of the metal roofing material for each gradient. By preparing the connecting material having a different length of the dimension adjusting portion in which the height is set, the horizontally projected dimension of the working length of the metal roofing material is made to be an integral fraction of the design unit dimension of the building. It is a thing.
According to the present embodiment, it is possible to arrange the roofing material in which the design unit dimension of the building, the horizontal projection dimension of the working length and the working width dimension are linked even on various slopes, and the land ridge part, the corner ridge part, and the keraba part can be arranged. , The arrangement and shape of roofing materials can be ruled at all roof edges such as wall edges, three-pronged sections, land ridge bends, and valleys.
In the modular metal roofing material of the present embodiment, the force of fixing the buttock side fixing portion to the roof base with the binding material by connecting the upper head side fixing portion and the lower buttock side fixing portion with the connecting material is a metal roof. It is also transmitted to the head side of the material and can prevent scattering and falling off even in the event of a disaster such as a typhoon or an earthquake.
Prepare connecting materials with different lengths of the dimension adjustment part for each gradient, position the connecting material according to the main body working length positioning standard provided on the tail side, and connect the upper head side fixing part and the lower stage at the time of stepping. By stopping the material, it is possible to easily and accurately position the required working length for each gradient without measuring the working length during construction.
The required working length dimension for each slope is the horizontal projection dimension of the working length of the metal roofing material set to an integral fraction of the design unit dimension of the building, and the slope elongation rate for each slope and the return slope of the roofing material. Although it is calculated in consideration, since the length of the dimension adjustment part for each gradient is set in advance, the required working length for each gradient can be easily and accurately calculated without calculating the required working length at the site. It can be positioned.
When the roof shape is horizontally projected with a roof shape with corner ridges and valleys, when one girder direction is set to 0 degrees, the corner ridges and valleys are always set to 45 degrees, so metal When the roofing material is arranged in the horizontal projection dimension of the working length of the roofing material, the metal roofing material is shifted in the girder direction by the horizontal projection dimension of the working length of the roofing material for each step. Using this law, the horizontal projection dimension of the working length of the metal roofing material is set to an integral fraction of the design unit size of the building, and the working width dimension of the metal roofing material is more than twice the horizontal projection dimension of the working length. When the arrangement rule is set to be an integral multiple of the horizontal projection dimension of the working length of the metal roofing material when arranging the metal roofing material in the girder direction, the arrangement rule is to shift each step by an integral multiple of the horizontal projection dimension. The arrangement rule becomes a simple, clear and easy-to-understand rule with regularity, and it can be installed as a standardized shape roofing material with standardized shape and dimensions at the roof edge. Even if the roofing material is not cut or bent at the construction site, the standardized shape roofing material prepared in advance can be constructed simply by arranging the standardized shape roofing material according to the rules decided at the site. Workability can be improved and productivity at the construction site can be improved.
By lengthening the metal roofing material in the girder direction, the workability can be improved by reducing the number of works in the horizontal direction.
When the metal roofing material is produced by pre-cutting, the standardized roofing material to be installed on the roof edge is pre-cut and produced with high workability because it is easy to cut because the main body without connecting material is cut. Can be done.
At the same time as fixing the connecting material to the roof base with a binding material, it can be fixed at the butt side fixing part of the main body.
Furthermore, since the head-side fixing part of the upper stage is fixed from above by the connecting material, the force to fix the butt-side fixing part to the roof base with the binding material is transmitted to the head-side fixing part of the metal roofing material, and the typhoon It is possible to prevent scattering and dropping even in the event of a disaster such as an earthquake or an earthquake.

本発明の第2の実施の形態は、第1の実施の形態によるモジュール金属屋根材において、前記本体働き長さ位置決め基準に前記連結材働き長さ位置決め基準を当て止めすることで前記連結材の位置決めを行うものである。
本実施の形態によれば、前記連結材の位置決めを前記本体働き長さ位置決め基準に前記連結材働き長さ位置決め基準を当て止めにより行うため、現場での前記連結材の取り付け性に優れ、簡易で早く正確に位置決めして前記連結材を取り付けることが出来る。
In the second embodiment of the present invention, in the module metal roofing material according to the first embodiment, the connecting material working length positioning reference is applied to the main body working length positioning reference to obtain the connecting material. It is for positioning.
According to the present embodiment, since the positioning of the connecting material is performed by applying the connecting material working length positioning reference to the main body working length positioning reference, the connecting material is easily attached in the field. The connecting material can be attached by positioning quickly and accurately.

本発明の第3の実施の形態は、第1又は第2の実施の形態によるモジュール金属屋根材において、前記金属屋根材の尻側に前記本体の一方の側端から他方の側端まで連続して一定高さを有した尻側水返しを設けたものである。
本実施の形態によれば、前記金属屋根材の尻側に前記本体の一方の側端から他方の側端まで連続して一定高さを有した尻側水返しを設けているので、風を伴った雨に対して防水性に優れている。
そのため台風などの暴風雨の際にも優れた防水性能を発揮することが出来る。
A third embodiment of the present invention is the modular metal roofing material according to the first or second embodiment, in which the tail side of the metal roofing material is continuous from one side end of the main body to the other side end. It is provided with a water return on the buttock side having a constant height.
According to the present embodiment, the tail side of the metal roofing material is provided with a tail side water return having a constant height continuously from one side end of the main body to the other side end, so that the wind can be blown. It has excellent waterproofness against the accompanying rain.
Therefore, excellent waterproof performance can be exhibited even in the event of a typhoon or other storm.

本発明の第4の実施の形態は、第1から第3のいずれか実施の形態によるモジュール金属屋根材において、一方の前記頭側固定部に横重なり寸法と同寸法の頭側切り欠き部を設け、前記頭側切り欠き部側端を働き幅位置決め基準とし、横葺きする際に横隣に葺く前記頭側固定部側端を前記働き幅位置決め基準に合わせることで位置決めを行うものである。
本実施の形態によれば、横葺きする際に横隣に葺く前記頭側固定部側端を前記働き幅位置決め基準に合わせることで施工の際に測定することなく正確で簡易に働き幅寸法を位置決め出来、正確な位置に金属屋根材を施工することが出来る。
In the fourth embodiment of the present invention, in the modular metal roofing material according to any one of the first to third embodiments, one of the head-side fixing portions is provided with a head-side notch having the same size as the laterally overlapping dimension. Positioning is performed by providing the end on the side of the notch on the head side as a working width positioning reference and aligning the end on the side of the fixed portion on the head side that is laid sideways when side-roofing with the working width positioning reference. ..
According to the present embodiment, the working width dimension can be accurately and easily obtained without measuring at the time of construction by aligning the side end of the head-side fixed portion that is laid sideways when side-roofing with the working width positioning reference. Can be positioned and the metal roofing material can be installed at the correct position.

以下本発明の実施例によるモジュール金属屋根材について説明する。
図1は実施例によるモジュール金属屋根材の製品図面である。
図1の製品における製品設計モジュールは尺モジュールであり、建物の設計単位寸法Pも尺モジュールであり、1P=910mmである。
図1(a)はモジュール金属屋根材の製品図面で投影法による6面図である。
図1(b)は図1(a)を拡大して幅方向を省略線で省略した3面図である。
図1(c)は図1(b)を更に拡大して上下段の施工状態をあらわした施工断面図である。
Hereinafter, the modular metal roofing material according to the embodiment of the present invention will be described.
FIG. 1 is a product drawing of a modular metal roofing material according to an embodiment.
The product design module in the product of FIG. 1 is a scale module, and the design unit dimension P of the building is also a scale module, and 1P = 910 mm.
FIG. 1A is a product drawing of a modular metal roofing material and is a six-view drawing by a projection method.
FIG. 1 (b) is a three-view view in which FIG. 1 (a) is enlarged and the width direction is omitted by an omitted line.
FIG. 1 (c) is a construction cross-sectional view showing the construction state of the upper and lower stages by further enlarging FIG. 1 (b).

図1(a)の製品は建物の勾配34を有する屋根2に段葺きで葺かれる横葺きの金属屋根材1であり、本体3と連結材4がアセンブリされた状態の図面である。
金属屋根材1の働き長さの水平投影寸法Lhは建物の設計単位寸法Pである910mmの四分の一であり、227.5mmである。
図1の製品は、勾配34を2.5寸勾配で設定した寸法であり、働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法である。
2.5寸勾配の勾配伸び率である1.0307を227.5mmに掛けると働き長さ寸法Lは234mmとなる。
金属屋根材1の働き幅寸法Wは1820mmであり、金属屋根材1の働き長さの水平投影寸法Lhである227.5mmの8倍の関係である。
金属屋根材1は本体3と連結材4で構成され、本体3の頭側5に頭側固定部7を設け、本体3の尻側6に尻側固定部8を設けた構成になっている。
さらに本体3の尻側6に連結材4を設け、前記連結材4は、尻側に設けた本体働き長さ位置決め基準10と連結材働き長さ位置決め基準12とを合わせた位置に設けた構成となっている。
金属屋根材1の全長さLAは285mmであり、縦重なり寸法15は51mmである。
金属屋根材1の全幅WAは1900mmであり、横重なり寸法14は80mmである。
連結材4の全幅WAは1820mmであり、金属屋根材1の働き幅Wと同一寸法である。
前記連結材4は、平面図での本体3右端と連結材4右端を合わせた位置に設けるので本体3の左端と連結材4の左端との間に横重なり寸法14の80mmが存在する。
正面図では、頭側固定部7の右端下端部を横重なり寸法14である80mmと同寸法の頭側切り欠き部16が存在する。
金属屋根材1の尻側6に本体3の一方の側端から他方の側端まで連続して一定高さを有した尻側水返し13を設ける。
実施例では、本体3の尻側端部に垂直に立ち上げた尻側水返し13を頭側5からみて右側端から左側端まで連続して一定高さで設ける。
製品の裏面には、裏面断熱バックアップ材23を設ける。
裏面断熱バックアップ材は全幅WAが1820mmであり、平面図での本体3左端と裏面断熱バックアップ材23の左端を合わせた位置に設けるので、横重なり寸法14である80mmの範囲は横隣の金属屋根材1が重なるため裏面断熱バックアップ材23は存在しない。
The product of FIG. 1A is a horizontally-roofed metal roofing material 1 that is step-roofed on a roof 2 having a slope 34 of a building, and is a drawing in a state where the main body 3 and the connecting material 4 are assembled.
The horizontal projection dimension Lh of the working length of the metal roofing material 1 is a quarter of the design unit dimension P of the building, 910 mm, and is 227.5 mm.
The product of FIG. 1 has a gradient 34 set with a gradient of 2.5 inches, and the working length dimension L is a dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5 inch gradient. is there.
When 1.0307, which is the gradient elongation rate of 2.5 inch gradient, is multiplied by 227.5 mm, the working length dimension L becomes 234 mm.
The working width dimension W of the metal roofing material 1 is 1820 mm, which is eight times the horizontal projection dimension Lh of the working length of the metal roofing material 1 of 227.5 mm.
The metal roofing material 1 is composed of a main body 3 and a connecting member 4, and has a configuration in which a head side fixing portion 7 is provided on the head side 5 of the main body 3 and a tail side fixing portion 8 is provided on the tail side 6 of the main body 3. ..
Further, a connecting member 4 is provided on the tail side 6 of the main body 3, and the connecting member 4 is provided at a position where the main body working length positioning reference 10 and the connecting material working length positioning reference 12 provided on the tail side are combined. It has become.
The total length LA of the metal roofing material 1 is 285 mm, and the vertically overlapping dimension 15 is 51 mm.
The total width WA of the metal roofing material 1 is 1900 mm, and the lateral overlapping dimension 14 is 80 mm.
The total width WA of the connecting member 4 is 1820 mm, which is the same dimension as the working width W of the metal roofing material 1.
Since the connecting member 4 is provided at a position where the right end of the main body 3 and the right end of the connecting member 4 are aligned in the plan view, 80 mm having a laterally overlapping dimension of 14 exists between the left end of the main body 3 and the left end of the connecting member 4.
In the front view, the head side notch portion 16 having the same size as 80 mm, which is the size 14 of the right end lower end portion of the head side fixing portion 7, is present.
The tail side 6 of the metal roofing material 1 is provided with a tail side water return 13 having a constant height continuously from one side end of the main body 3 to the other side end.
In the embodiment, the buttock-side water return 13 that is raised perpendicularly to the buttock-side end of the main body 3 is provided continuously at a constant height from the right end to the left end when viewed from the head side 5.
A back surface heat insulating backup material 23 is provided on the back surface of the product.
The back surface insulation backup material has a total width WA of 1820 mm, and is provided at the position where the left end of the main body 3 and the left end of the back surface insulation backup material 23 in the plan view are aligned. Therefore, the range of 80 mm, which is the horizontal overlapping dimension 14, is the metal roof next to the side. Since the materials 1 overlap, the back surface heat insulating backup material 23 does not exist.

図1(b)は図1(a)を拡大して幅方向を省略線で省略した3面図であり、製品の正面図、平面図、右側面図である。
正面図での右側には頭側切り欠き部16を設ける。
頭側切り欠き部の側端は、横葺きする際の位置決め基準として働き幅位置決め基準17とする。
頭側切り欠き部16と反対方向の頭側固定部の側端を頭側固定部側端18とし、横葺きする際には横隣に葺く前記頭側固定部側端18を前記働き幅位置決め基準17に当て止めすることで位置決めを行う。
右側面図では、本体の裏面に設けた裏面断熱バックアップ材23は尻側6から頭側5に向かって厚みを増しているが、この厚みを増す角度は金属屋根材1の屋根に施工した際の金属屋根材1の戻り勾配とほぼ同じ角度になっていて、施工の際には裏面断熱バックアップ材23で金属屋根材1と屋根下地24との間の空間を埋めることが出来るので、施工の際に荷重がかかっても変形しにくい。
実施例の戻り勾配は、頭見付け寸法が10mmであり、働き長さ寸法Lが234mmなので、10mm÷234mmで算出し、0.043となる。
よって実施例の金属屋根材1では、戻り勾配が4分3厘となる。
FIG. 1 (b) is a three-view view obtained by enlarging FIG. 1 (a) and omitting the width direction with omitted lines, and is a front view, a plan view, and a right side view of the product.
A head side notch 16 is provided on the right side in the front view.
The side end of the notch on the head side is set as a working width positioning reference 17 as a positioning reference for horizontal roofing.
The side end of the head-side fixing portion in the direction opposite to the head-side notch portion 16 is the head-side fixing portion side end 18, and the head-side fixing portion side end 18 that is laid sideways when side-roofing is the working width. Positioning is performed by hitting against the positioning reference 17.
In the right side view, the back surface heat insulating backup material 23 provided on the back surface of the main body increases in thickness from the tail side 6 to the head side 5, and the angle of increasing the thickness is when the metal roofing material 1 is installed on the roof. The angle is almost the same as the return slope of the metal roofing material 1 of the above, and the space between the metal roofing material 1 and the roof base 24 can be filled with the backside heat insulating backup material 23 at the time of construction. It is hard to deform even if a load is applied.
Since the head finding dimension is 10 mm and the working length dimension L is 234 mm, the return gradient of the embodiment is calculated by 10 mm ÷ 234 mm and is 0.043.
Therefore, in the metal roofing material 1 of the embodiment, the return gradient is 4 minutes and 3 square meters.

図1(c)は図1(b)を更に拡大して上下段の施工状態をあらわした施工断面図であり、段葺きの際に下段の頭側固定部7と上段の尻側固定部8を連結材4で連結する施工状況をあらわしている。
本体3の尻側6に設けた前記連結材4は、尻側に設けた本体働き長さ位置決め基準10と連結材働き長さ位置決め基準12とを合わせた位置に設けた構成となっている。
具体的には、本体働き長さ位置決め基準10が本体3の尻側端部に垂直に立ち上げた尻側水返し13の下端部であり、連結材働き長さ位置決め基準12と尻側水返し13を当て止めすることで連結材4の位置決めを行っている。
連結材4は、Z形状の断面形状であり、尻側6の上面9に面で接触する寸法調整部11と寸法調整部11から平行に持ち上がり施工時に下段の頭側固定部7を押さえる連結部21がある。
前記寸法調整部11は、金属屋根材1の働き長さ寸法Lを可変させる機能を有し、段葺きの際に下段の前記頭側固定部7と上段の前記連結材4を当て止めさせることで前記金属屋根材1の働き長さ寸法Lを決定する。
前記寸法調整部11は、勾配34ごとに寸法調整部の長さAを設定する。
勾配ごとの寸法調整部の長さAを有した連結材4を勾配34ごとに選択することで前記金属屋根材1の働き長さ寸法Lを調整することが出来る。
頭側固定部7の端部は折り返しを設けた頭側固定部折り返し22を設ける。
頭側固定部折り返し22を設けることで連結部21の下面が頭側固定部折り返し22をR面同士で押さえるので、台風などの吹上荷重がかかった時でも面で押さえることにより強固に頭側固定部7を固定でき、優れた防災性能を発揮することができる。
本体3の尻側6に設けた尻側固定部8は、連結材4の寸法調整部11の上面9に設けた連結材固定部19と緊結材20で共打ちすることで屋根下地24に固定する。
前記連結材4を固定する工程で尻側固定部8を同時に固定するため施工手間を省くことが出来る。
実施例の本体3は、表面に塗装を施した塗装溶融55%アルミニウム−亜鉛合金めっき鋼板の基材厚み寸法で0.35mm〜0.6mm程度の薄板鋼板が好ましい。
実施例の連結材4の材質はアルミニウムで厚さ1.5mmの押出成形品としているが、本体3と同じ塗装溶融55%アルミニウム−亜鉛合金めっき鋼板の薄板を使用しても良い。
薄板鋼板を用いる場合は、基材の厚みを厚くするとか、二重折りで製作するなどの耐風強度を上げるための工夫が必要となる。
FIG. 1 (c) is a construction cross-sectional view showing the construction state of the upper and lower stages by further enlarging FIG. 1 (b), and is a lower head side fixing portion 7 and an upper stage tail side fixing portion 8 at the time of step roofing. It shows the construction situation of connecting with the connecting material 4.
The connecting member 4 provided on the buttock side 6 of the main body 3 has a configuration in which the main body working length positioning reference 10 provided on the buttock side and the connecting member working length positioning reference 12 are provided at a combined position.
Specifically, the main body working length positioning reference 10 is the lower end portion of the tail side water return 13 raised perpendicularly to the tail side end portion of the main body 3, and the connecting material working length positioning reference 12 and the tail side water return. The connecting member 4 is positioned by holding the 13 in contact with each other.
The connecting member 4 has a Z-shaped cross-sectional shape, and is a connecting portion that is lifted in parallel from the dimensional adjusting portion 11 and the dimensional adjusting portion 11 that come into contact with the upper surface 9 of the buttock side 6 in a plane and holds the lower head side fixing portion 7 during construction. There are 21.
The dimension adjusting portion 11 has a function of varying the working length dimension L of the metal roofing material 1, and makes the lower head-side fixing portion 7 and the upper connecting member 4 abutting each other at the time of stepping. Determines the working length dimension L of the metal roofing material 1.
The dimension adjusting unit 11 sets the length A of the dimension adjusting unit for each gradient 34.
The working length dimension L of the metal roofing material 1 can be adjusted by selecting the connecting member 4 having the length A of the dimension adjusting portion for each gradient for each gradient 34.
The end of the head-side fixing portion 7 is provided with a head-side fixing portion folding back 22 provided with a folding back.
By providing the head-side fixed portion folded-back 22, the lower surface of the connecting portion 21 presses the head-side fixed portion folded-back 22 between the R surfaces, so that the head-side fixed portion is firmly fixed by pressing with the surface even when a blowing load such as a typhoon is applied. The part 7 can be fixed, and excellent disaster prevention performance can be exhibited.
The butt-side fixing portion 8 provided on the butt-side 6 of the main body 3 is fixed to the roof base 24 by co-strike with the connecting material fixing portion 19 provided on the upper surface 9 of the dimension adjusting portion 11 of the connecting material 4 with the binding material 20. To do.
Since the tail side fixing portion 8 is fixed at the same time in the step of fixing the connecting member 4, the construction work can be saved.
The main body 3 of the embodiment is preferably a thin steel plate having a base material thickness of about 0.35 mm to 0.6 mm, which is a coated and melted 55% aluminum-zinc alloy plated steel plate whose surface is coated.
The material of the connecting material 4 of the embodiment is aluminum and is an extruded product having a thickness of 1.5 mm, but a thin plate of the same paint-melted 55% aluminum-zinc alloy plated steel plate as the main body 3 may be used.
When using a thin steel plate, it is necessary to take measures to increase the wind resistance, such as increasing the thickness of the base material or manufacturing it by double folding.

図2は図1の実施例による製品の斜視図である。
図2(a)は製品全体を上面9側から見た斜視図である。
連結材4は、緊結材20で留め付けるための穴加工を施した連結材固定部19を4つ設けている。
頭側5からみて右側の連結材固定部19は横重なり箇所に設けてあり、本体3が横重なりしている尻側固定部8と共に屋根下地24に固定できるように設けている。
連結材4に連結材固定部19をあらかじめ設けておくことで、留め付けピッチ、留め付け本数などを現場で確実に実施することが出来る。
緊結材20で連結材固定部19と同時に本体3の尻側固定部8を共打ち固定することで固定強度が向上し、かつ施工性が向上する。
図2(b)は本体3の頭側5を拡大した斜視図である。
頭側固定部7は頭見附から連続しており曲げ加工し製作する。
頭側固定部7の先端部を折り返し、頭側固定部折り返し22を設ける。
折り返しは潰し形状とせずにR形状で加工することにより連結材4との連結時に面で固定できる。また、潰し形状とせずにR形状とすることで塗膜層やメッキ層のクラック防止にも役立つ。
図2(c)は本体3と連結材4がアセンブリされている尻部6を拡大した斜視図である。
本体3の尻側端部を立ち上げた尻側水返し13を水返しとしての防水機能と同時に働き長さの位置決め基準10としての位置決め機能としても利用している。
尻側水返し13の立ち上がり部と連結材働き長さ位置決め基準12を当て止めすることで、施工現場で測定などをすることなく簡易に位置決めをすることが出来る。
連結材4は寸法調整部11の長さを勾配34ごとに設定することで、本体3は1種類で複数勾配に適した働き長さ寸法Lにすることが出来る。
FIG. 2 is a perspective view of the product according to the embodiment of FIG.
FIG. 2A is a perspective view of the entire product as viewed from the upper surface 9 side.
The connecting member 4 is provided with four connecting member fixing portions 19 which have been subjected to hole processing for fastening with the binding member 20.
The connecting member fixing portion 19 on the right side when viewed from the head side 5 is provided at a laterally overlapping portion, and is provided so that the main body 3 can be fixed to the roof base 24 together with the laterally overlapping tail side fixing portion 8.
By providing the connecting material fixing portion 19 in advance on the connecting material 4, the fastening pitch, the number of fastenings, and the like can be reliably performed at the site.
By fixing the butt-side fixing portion 8 of the main body 3 at the same time as the connecting material fixing portion 19 with the binding material 20, the fixing strength is improved and the workability is improved.
FIG. 2B is an enlarged perspective view of the head side 5 of the main body 3.
The head side fixing portion 7 is continuous from the head Mitsuke and is manufactured by bending.
The tip of the head-side fixing portion 7 is folded back to provide the head-side fixing portion folding back 22.
The folded back can be fixed on the surface when connected to the connecting member 4 by processing it into an R shape instead of a crushed shape. In addition, the R shape instead of the crushed shape helps prevent cracks in the coating film layer and the plating layer.
FIG. 2C is an enlarged perspective view of a tail portion 6 in which the main body 3 and the connecting member 4 are assembled.
The butt-side water return 13 with the butt-side end of the main body 3 raised is used not only as a waterproof function as a water return but also as a positioning function as a positioning reference 10 for the working length.
By hitting the rising portion of the tail side water return 13 and the connecting material working length positioning reference 12 with each other, positioning can be easily performed without measuring at the construction site.
By setting the length of the dimension adjusting portion 11 for each gradient 34 of the connecting member 4, one type of main body 3 can have a working length dimension L suitable for a plurality of gradients.

図3は図1の実施例による製品本体と連結材4の斜視図である。
図3(a)は、本体3と連結材4が離れているところを示した斜視図である。
本体3の尻側6の上面には尻側固定部8を設けておらず、連結材4がアセンブリされた際の連結材固定部19の位置が尻側固定部8の位置となる。
本体3の尻側端部に垂直に立ち上げた尻側水返し13を頭側5からみて右側端から左側端まで連続して一定高さで設ける。
図3(b)は本体3と連結材4がアセンブリされた状態をあらわした斜視図である。
図3(a)のように本体3と連結材4を別で用意して施工現場で位置決め固定することも出来るが、図3(b)のように連結材4を両面テープなどであらかじめ固定することも出来る。
別で用意する場合は、現場での手間は増えるが本体3の在庫を1種類にすることで在庫負荷の軽減が図れる。
本体3と連結材4をアセンブリして用意する場合は、現場での手間が軽減され施工性が向上する。
FIG. 3 is a perspective view of the product body and the connecting member 4 according to the embodiment of FIG.
FIG. 3A is a perspective view showing a place where the main body 3 and the connecting member 4 are separated from each other.
The butt side fixing portion 8 is not provided on the upper surface of the butt side 6 of the main body 3, and the position of the connecting member fixing portion 19 when the connecting member 4 is assembled is the position of the butt side fixing portion 8.
The buttock side water return 13 that is raised perpendicularly to the buttock side end portion of the main body 3 is provided continuously at a constant height from the right end to the left end when viewed from the head side 5.
FIG. 3B is a perspective view showing a state in which the main body 3 and the connecting member 4 are assembled.
As shown in FIG. 3 (a), the main body 3 and the connecting material 4 can be prepared separately and positioned and fixed at the construction site, but as shown in FIG. 3 (b), the connecting material 4 is fixed in advance with double-sided tape or the like. You can also do it.
If it is prepared separately, the labor on site will increase, but the inventory load can be reduced by using only one type of inventory for the main body 3.
When the main body 3 and the connecting member 4 are assembled and prepared, the labor at the site is reduced and the workability is improved.

図4は図1の実施例による施工時の働き長さ位置決め斜視図である。
図4(a)は金属屋根材1を段葺きした時の施工斜視図である。
流れ方向は働き長さ寸法L、桁方向は働き長さの水平投影寸法Lhをずらして施工する。
働き長さ寸法Lは、図1に記した通り234mmであり、勾配が2.5寸勾配の際に働き長さの水平投影寸法Lhが227.5mmとなり、建物の設計単位寸法Pの四分の一となる。
図4(b)は、図4(a)のA−A断面図の斜視図である。
頭側固定部7の先端と連結材4の連結部21の後端部が当て止めにより位置決めされ働き長さ寸法Lが確保される。
実施例では、頭側固定部7の先端が連結部21に当たり位置決めされているが、連結部21を長くし連結部21の先端を頭側固定部7に当てて位置決めをしても良い。
FIG. 4 is a perspective view of working length positioning at the time of construction according to the embodiment of FIG.
FIG. 4A is a construction perspective view when the metal roofing material 1 is stepped.
The work is carried out by shifting the working length dimension L in the flow direction and the horizontal projection dimension Lh of the working length in the girder direction.
The working length dimension L is 234 mm as shown in FIG. 1, and when the gradient is 2.5 inch, the horizontal projection dimension Lh of the working length is 227.5 mm, which is a quarter of the design unit dimension P of the building. Become one of.
FIG. 4B is a perspective view of a cross-sectional view taken along the line AA of FIG. 4A.
The tip of the head-side fixing portion 7 and the rear end of the connecting portion 21 of the connecting member 4 are positioned by a padding to secure the working length dimension L.
In the embodiment, the tip of the head-side fixing portion 7 is positioned by hitting the connecting portion 21, but the connecting portion 21 may be lengthened and the tip of the connecting portion 21 may be brought into contact with the head-side fixing portion 7 for positioning.

図5は図1の実施例による施工時の働き幅位置決め斜視図である。
図5(a)は金属屋根材1が横重なりする際の重なり前の裏面から見た斜視図である。
図5(b)は金属屋根材1が横重なりする際の重なった後の裏面から見た斜視図である。
頭側5からみて頭側固定部7の右側に頭側切り欠き部16を設ける。
頭側切り欠き部16の側端は働き幅位置決め基準17となり、横葺きする際の位置決め基準になる。
頭側5からみて頭側固定部7の左側の側端を頭側固定部側端18とする。
横葺きする際には、左側の金属屋根材1が右側の金属屋根材1の上に重なるかたちで施工される。
右側の金属屋根材1の前記頭側固定部側端18に左側の金属屋根材1の前記働き幅位置決め基準17を当て止めすることで働き幅の位置決めを行う。
裏面断熱バックアップ材は頭側切り欠き部16のある横重なり部には設けていないため、横葺きする際に隣り合う金属屋根材1の裏面断熱バックアップ材23は干渉しない。
FIG. 5 is a perspective view of working width positioning at the time of construction according to the embodiment of FIG.
FIG. 5A is a perspective view seen from the back surface before the metal roofing materials 1 are overlapped when they are horizontally overlapped.
FIG. 5B is a perspective view of the metal roofing materials 1 when they are stacked side by side and viewed from the back surface after the metal roofing materials 1 are overlapped.
A head side notch 16 is provided on the right side of the head side fixing portion 7 when viewed from the head side 5.
The side end of the head side notch portion 16 serves as a working width positioning reference 17, which serves as a positioning reference for horizontal roofing.
The left side end of the head side fixing portion 7 when viewed from the head side 5 is referred to as the head side fixing portion side end 18.
At the time of horizontal roofing, the metal roofing material 1 on the left side is constructed so as to overlap the metal roofing material 1 on the right side.
The working width is positioned by attaching the working width positioning reference 17 of the metal roofing material 1 on the left side to the head-side fixing portion side end 18 of the metal roofing material 1 on the right side.
Since the back surface heat insulating backup material is not provided in the laterally overlapping portion where the head side notch portion 16 is located, the back surface heat insulating backup material 23 of the adjacent metal roofing material 1 does not interfere with the horizontal roofing material.

図6は実施例における勾配による働き長さ調整時の施工断面図である。
図6(a)は勾配34が2.5寸勾配の際の施工断面図である。
実施例の金属屋根材1は、働き長さの水平投影寸法Lhが建物の設計単位寸法Pである910mmの四分の一の227.5mmである。
金属屋根材1の働き幅寸法Wは1820mmであり、金属屋根材1の働き長さの水平投影寸法Lhである227.5mmの8倍の関係である。
勾配34が2.5寸勾配の場合、働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法となる。
2.5寸勾配の勾配伸び率である1.0307を227.5mmに掛けると働き長さ寸法Lは234mmとなる。
働き長さ寸法Lを234mmに調整するために2.5寸勾配に設定された連結材4を選択する。
連結材4の寸法調整部11の寸法を可変させることで金属屋根材1の働き長さ寸法Lを可変させる。
前記寸法調整部11の寸法調整部の長さAは、2.5寸勾配の場合には33mmとなる。
寸法調整部の長さAが33mmの連結材4を選択することで、2.5寸勾配の際の金属屋根材1の働き長さの水平投影寸法Lhが227.5mmとすることが出来る。
FIG. 6 is a construction sectional view at the time of adjusting the working length by the gradient in the embodiment.
FIG. 6A is a construction sectional view when the gradient 34 is a 2.5 inch gradient.
In the metal roofing material 1 of the embodiment, the horizontal projection dimension Lh of the working length is 227.5 mm, which is a quarter of 910 mm, which is the design unit dimension P of the building.
The working width dimension W of the metal roofing material 1 is 1820 mm, which is eight times the horizontal projection dimension Lh of the working length of the metal roofing material 1 of 227.5 mm.
When the gradient 34 has a 2.5-inch gradient, the working length dimension L is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5-inch gradient.
When 1.0307, which is the gradient elongation rate of 2.5 inch gradient, is multiplied by 227.5 mm, the working length dimension L becomes 234 mm.
In order to adjust the working length dimension L to 234 mm, the connecting member 4 set to a 2.5 inch gradient is selected.
The working length dimension L of the metal roofing material 1 is changed by changing the dimension of the dimension adjusting portion 11 of the connecting member 4.
The length A of the dimension adjusting portion 11 of the dimension adjusting portion 11 is 33 mm in the case of a 2.5 inch gradient.
By selecting the connecting member 4 having the length A of the dimension adjusting portion of 33 mm, the horizontal projection dimension Lh of the working length of the metal roofing material 1 at the time of a 2.5 inch gradient can be set to 227.5 mm.

図6(b)は勾配34が4.5寸勾配の際の施工断面図である。
勾配34が4.5寸勾配の場合、働き長さ寸法Lは働き長さの水平投影寸法Lhに4.5寸勾配の勾配伸び率を掛けた寸法となる。
4.5寸勾配の勾配伸び率である1.0966を227.5mmに掛けると働き長さ寸法Lは249mmとなる。
働き長さ寸法Lを249mmに調整するために4.5寸勾配に設定された連結材4を選択する。
連結材4の寸法調整部11の寸法を可変させることで金属屋根材1の働き長さ寸法Lを可変させる。
前記寸法調整部11の寸法調整部の長さAは、4.5寸勾配の場合には18mmとなる。
寸法調整部の長さAが18mmの連結材4を選択することで、4.5寸勾配の際の金属屋根材1の働き長さの水平投影寸法Lhが227.5mmとすることが出来る。
FIG. 6B is a construction sectional view when the gradient 34 is a 4.5 inch gradient.
When the gradient 34 has a 4.5-inch gradient, the working length dimension L is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 4.5-inch gradient.
When 1.0966, which is the gradient elongation rate of 4.5 inch gradient, is multiplied by 227.5 mm, the working length dimension L becomes 249 mm.
In order to adjust the working length dimension L to 249 mm, the connecting member 4 set to a 4.5 inch gradient is selected.
The working length dimension L of the metal roofing material 1 is changed by changing the dimension of the dimension adjusting portion 11 of the connecting member 4.
The length A of the dimension adjusting portion 11 of the dimension adjusting portion 11 is 18 mm in the case of a 4.5 inch gradient.
By selecting the connecting member 4 having a length A of the dimension adjusting portion of 18 mm, the horizontal projection dimension Lh of the working length of the metal roofing material 1 at the time of a 4.5 inch gradient can be set to 227.5 mm.

図7は図1の実施例による寄棟三角屋根面における製品及び連結材の配置図である。
建物の設計単位寸法Pは尺モジュールで910mmであり、寄棟屋根における三角屋根面の屋根面寸法は、軒先31の桁方向の長さ寸法が4Pの3640mm、流れ長さの水平投影寸法が1820mmである。
図7(a)は三角屋根面の金属屋根材1と規格化形状屋根材33の配置図である。
金属屋根材1は、働き長さの水平投影寸法Lhが建物の設計単位寸法Pである910mmの四分の一の227.5mmである。
金属屋根材1の働き幅寸法Wは1820mmであり、金属屋根材1の働き長さの水平投影寸法Lhである227.5mmの8倍の関係である。
規格化形状屋根材33は、右側の隅棟32に隅棟右規格化形状屋根材33b、左側の隅棟32に隅棟左規格化形状屋根材33a、三角面の頂点に三又規格化形状屋根材33c、桁方向の寸法調整用の規格化形状屋根材33として寸法調整規格化形状屋根材33dを配置する。
隅棟右規格化形状屋根材33b、隅棟左規格化形状屋根材33a、三又規格化形状屋根材33cの働き幅寸法は、金属屋根材1の働き長さの水平投影寸法Lhの2倍にあたる455mmとする。
桁方向の寸法調整を行う寸法調整規格化形状屋根材33dは、働き長さの水平投影寸法Lhの2倍の455mm、4倍の910mmの働き幅寸法Wを有した2種類として配置する。
軒先31から1段毎登るに際に、桁方向に対して右側から左側の隅棟32に向かう方向で金属屋根材1を金属屋根材1の働き長さの水平投影寸法Lh分の227.5mmだけずらして配置する。
施工が1段毎上る際に、屋根材先端部での桁方向の寸法が右側で227.5mm、左側で227.5mm短くなるため、左右合わせて455mm短くなる。
1段目が隅棟32の規格化形状屋根材33が左右1枚ずつ、働き幅寸法Wが1820mmの金属屋根材1が1枚、働き幅寸法Wが910mmの寸法調整規格化形状屋根材33dが1枚配置される。
2段目以降は、1段ごとに桁方向寸法が455mmずつ小さくなるため、働き幅寸法Wが455mmと910mmの寸法調整規格化形状屋根材33dを組み合わせることで桁方向における寸法調整が出来る。
FIG. 7 is a layout drawing of products and connecting members on the triangular roof surface of the hipped roof according to the embodiment of FIG.
The design unit dimension P of the building is 910 mm for the shaku module, and the roof surface dimension of the triangular roof surface of the hipped roof is 3640 mm for the girder direction of the eaves 31 and the horizontal projection dimension of the flow length is 1820 mm. Is.
FIG. 7A is a layout drawing of the metal roofing material 1 on the triangular roof surface and the standardized roofing material 33.
The metal roofing material 1 has a horizontal projection dimension Lh of working length of 227.5 mm, which is a quarter of 910 mm, which is the design unit dimension P of the building.
The working width dimension W of the metal roofing material 1 is 1820 mm, which is eight times the horizontal projection dimension Lh of the working length of the metal roofing material 1 of 227.5 mm.
The standardized shape roofing material 33 has a corner ridge right standardized shape roofing material 33b in the right corner ridge 32, a corner ridge left standardized shape roofing material 33a in the left corner ridge 32, and a three-pronged standardized shape at the apex of the triangular surface. The dimensional adjustment standardized shape roofing material 33d is arranged as the roofing material 33c and the standardized shape roofing material 33 for dimensional adjustment in the girder direction.
The working width dimension of the corner ridge right standardized shape roofing material 33b, the corner ridge left standardized shape roofing material 33a, and the three-pronged standardized shape roofing material 33c is twice the horizontal projection dimension Lh of the working length of the metal roofing material 1. It is set to 455 mm, which corresponds to this.
The dimension adjustment standardized shape roofing material 33d for adjusting the dimensions in the girder direction is arranged as two types having a working width dimension W of 455 mm, which is twice the horizontal projection dimension Lh of the working length, and 910 mm, which is four times the working length.
When climbing step by step from the eaves 31, the metal roofing material 1 is placed in the direction from the right side to the left corner building 32 with respect to the girder direction, and the horizontal projection dimension Lh of the working length of the metal roofing material 1 is 227.5 mm. Place them in a staggered manner.
When the construction is carried out step by step, the dimensions in the girder direction at the tip of the roofing material are shortened by 227.5 mm on the right side and 227.5 mm on the left side, so that the left and right sides are shortened by 455 mm in total.
The first stage is the standardized shape roofing material 33 of the corner ridge 32, one on each side, one metal roofing material 1 with a working width dimension W of 1820 mm, and the dimension adjustment standardized shape roofing material 33d with a working width dimension W of 910 mm. Is arranged.
Since the girder direction dimension is reduced by 455 mm for each step after the second step, the dimension adjustment in the girder direction can be performed by combining the dimension adjustment standardized shape roofing material 33d having a working width dimension W of 455 mm and 910 mm.

図7の(b)、(C)、(d)は、三角屋根面の金属屋根材1と規格化形状屋根材33の配置及び連結材4の配置について、軒先31から1段目、2段目、3段目の各段における配置を示した配置図である。
図7(b)は、1段目の配置で隅棟32の規格化形状屋根材33が左右1枚ずつ、働き幅寸法Wが1820mmの金属屋根材1が1枚、働き幅寸法Wが910mmの寸法調整規格化形状屋根材33dが1枚配置される。
1段目に使用する連結材4の全幅寸法WAは、1820mmと910mmと330mmの3種類とし、隅棟右規格化屋根材33bの端部から隅棟左規格化屋根材33aの端部まで連結材4を施工する。
図7(c)は、2段目の配置で隅棟32の規格化形状屋根材33が左右1枚ずつ、働き幅寸法Wが1820mmの金属屋根材1が1枚、働き幅寸法Wが455mmの寸法調整規格化形状屋根材33dが1枚配置される。
2段目に使用する連結材4の全幅寸法WAは、1820mmと455mmと330mmの3種類とし、隅棟右規格化屋根材33bの端部から隅棟左規格化屋根材33aの端部まで連結材4を施工する。
図7(d)は、3段目の配置で隅棟32の規格化形状屋根材33が左右1枚ずつ、働き幅寸法Wが1820mmの金属屋根材1が1枚配置される。
3段目に使用する連結材4の全幅寸法WAは、1820mmと330mmの2種類とし、隅棟右規格化屋根材33bの端部から隅棟左規格化屋根材33aの端部まで連結材4を施工する。
本実施例では、連結材4の全幅寸法WAは、1820mm、910mm、455mm、330mmの4種類を組み合わせることで各段において現場で長さ調整などの加工をすることなく施工することが出来る。
本実施例の連結材4の全幅寸法WAの種類としては、金属屋根材1の働き長さの水平投影寸法Lhの8倍、4倍、2倍の3種類の寸法と隅棟32に配置する隅棟用の規格化形状屋根材33に合わせた規格化寸法1種類の合計4種類の設定となる。
隅棟用の規格化形状屋根材33に合わせた寸法については、隅棟端部との隙間寸法及び縦重なりの寸法を考慮して455mmから125mmを引いた330mmを規格化寸法として設定することが出来る。
前記隅棟用の規格化形状屋根材33のように屋根端部の規格化形状屋根材33ごとに設定する屋根端部との隙間寸法及び縦重なりの寸法を考慮することで屋根端部に用いる連結材4の全幅寸法WAは規格化することが出来る。
In FIGS. 7B, 7C, and 7D, the arrangement of the metal roofing material 1 and the standardized roofing material 33 on the triangular roof surface and the arrangement of the connecting material 4 are the first and second steps from the eaves 31. It is a layout drawing which showed the arrangement in each stage of eyes and 3rd stage.
FIG. 7B shows that the standardized roofing material 33 of the corner ridge 32 is one on each side, the working width dimension W is 1820 mm, the metal roofing material 1 is one, and the working width dimension W is 910 mm in the first stage arrangement. Dimension adjustment standardized shape roofing material 33d is arranged.
The total width dimension WA of the connecting material 4 used in the first stage is 1820 mm, 910 mm, and 330 mm, and is connected from the end of the corner ridge right standardized roofing material 33b to the end of the corner ridge left standardized roofing material 33a. Install material 4.
In FIG. 7C, the standardized roofing material 33 of the corner ridge 32 is arranged on the left and right sides in the second stage arrangement, the working width dimension W is 1820 mm, the metal roofing material 1 is one, and the working width dimension W is 455 mm. Dimension adjustment standardized shape roofing material 33d is arranged.
The total width dimension WA of the connecting material 4 used in the second stage is 1820 mm, 455 mm, and 330 mm, and is connected from the end of the corner ridge right standardized roofing material 33b to the end of the corner ridge left standardized roofing material 33a. Install material 4.
In FIG. 7D, one standardized roofing material 33 of the corner ridge 32 is arranged on each side and one metal roofing material 1 having a working width dimension W of 1820 mm is arranged in the third stage arrangement.
The total width dimension WA of the connecting material 4 used in the third stage is 1820 mm and 330 mm, and the connecting material 4 is from the end of the corner ridge right standardized roofing material 33b to the end of the corner ridge left standardized roofing material 33a. To construct.
In this embodiment, the total width dimension WA of the connecting member 4 can be constructed by combining four types of 1820 mm, 910 mm, 455 mm, and 330 mm without performing processing such as length adjustment at each stage.
As the types of the overall width dimension WA of the connecting member 4 of this embodiment, the metal roofing material 1 is arranged in the corner ridge 32 with three types of dimensions of 8 times, 4 times, and 2 times the horizontal projection dimension Lh of the working length. There are a total of four types of settings, one type of standardized dimensions that matches the standardized shape roofing material 33 for the corner ridge.
Regarding the dimensions according to the standardized shape roofing material 33 for the corner ridge, 330 mm, which is obtained by subtracting 125 mm from 455 mm, can be set as the standardized dimension in consideration of the gap dimension with the corner ridge end and the vertical overlap dimension. You can.
Used for the roof edge by considering the gap dimension with the roof edge and the vertically overlapping dimension set for each standardized shape roof material 33 of the roof edge like the standardized shape roof material 33 for the corner ridge. The overall width dimension WA of the connecting member 4 can be standardized.

図8は図7の実施例による規格化形状屋根材33の斜視図である。
図8(a)は軒先31から見て左の隅棟32に配置する隅棟左規格化形状屋根材33aである。
右隣りの屋根材に横重なり部で上から被さるので、頭側切り欠き部16を有している。
働き幅寸法Wは、金属屋根材1の働き長さの水平投影寸法Lhの二倍の455mmであり、全幅寸法WAも働き幅寸法Wと同じ寸法である。
図8(b)は軒先31から見て右の隅棟32に配置する隅棟右規格化形状屋根材33bである。
左隣りの屋根材に横重なり部で下に重なるので、横重なり寸法14分だけ全幅寸法WAが働き幅寸法Wより長い。
働き幅寸法Wは、金属屋根材1の働き長さの水平投影寸法Lhの二倍の455mmであり、全幅寸法WAは横重なり寸法14である80mmだけ長いため535mmとなる。
図8(c)は寄棟三角屋根面の頂部の三又部28に配置する三又規格化形状屋根材33cである。
働き幅寸法Wは、金属屋根材1の働き長さの水平投影寸法Lhの二倍の455mmであり、全幅寸法WAも働き幅寸法Wと同じ寸法である。
図8(d)は桁方向の寸法調整の際に配置する寸法調整規格化形状屋根材33dである。
図7(a)の実施例では桁方向の寸法調整を行う寸法調整規格化形状屋根材33dは、働き長さの水平投影寸法Lhの2倍の455mm、4倍の910mmの働き幅寸法Wを有した2種類を示しているが、図8(d)の斜視図は働き幅寸法Wが455mmの製品のみを図示している。
右隣りの屋根材に横重なり部で上から被さるので、頭側切り欠き部16を有し、左隣りの屋根材に横重なり部で下に重なるので、横重なり寸法14分だけ全幅寸法WAが働き幅寸法Wより長い。
図示されている製品の働き幅寸法Wは455mmであり、全幅寸法WAは横重なり寸法14である80mmだけ長い535mmとなる。
FIG. 8 is a perspective view of the standardized shape roofing material 33 according to the embodiment of FIG.
FIG. 8A is a corner ridge left standardized shape roofing material 33a arranged in the corner ridge 32 on the left side when viewed from the eaves 31.
Since the roofing material on the right side is covered with the horizontally overlapping portion from above, it has a head side notch portion 16.
The working width dimension W is 455 mm, which is twice the horizontal projection dimension Lh of the working length of the metal roofing material 1, and the total width dimension WA is also the same as the working width dimension W.
FIG. 8B is a corner ridge right standardized shape roofing material 33b arranged in the corner ridge 32 on the right side when viewed from the eaves 31.
Since it overlaps the roofing material on the left side at the horizontal overlapping portion, the total width dimension WA is longer than the working width dimension W by the horizontal overlapping dimension of 14 minutes.
The working width dimension W is 455 mm, which is twice the horizontal projection dimension Lh of the working length of the metal roofing material 1, and the total width dimension WA is 535 mm because it is 80 mm longer than the horizontal overlapping dimension 14.
FIG. 8C is a three-pronged standardized roofing material 33c arranged at the three-pronged portion 28 at the top of the hipped roof triangular roof surface.
The working width dimension W is 455 mm, which is twice the horizontal projection dimension Lh of the working length of the metal roofing material 1, and the total width dimension WA is also the same as the working width dimension W.
FIG. 8D is a dimensional adjustment standardized shape roofing material 33d arranged at the time of dimensional adjustment in the girder direction.
In the embodiment of FIG. 7A, the dimension adjustment standardized shape roofing material 33d that adjusts the dimensions in the girder direction has a working width dimension W of 455 mm, which is twice the horizontal projection dimension Lh of the working length, and 910 mm, which is four times. Although the two types are shown, the perspective view of FIG. 8D shows only the product having a working width dimension W of 455 mm.
Since the roofing material on the right side is covered from above by the horizontal overlapping part, it has a notch portion 16 on the head side, and the roofing material on the left side is overlapped on the roofing material on the left side by the horizontal overlapping part, so that the total width dimension WA is 14 minutes. It is longer than the working width dimension W.
The working width dimension W of the illustrated product is 455 mm, and the total width dimension WA is 535 mm, which is 80 mm longer than the horizontal overlapping dimension 14.

図9は別の実施例による製品図面及び勾配による働き長さ調整時の施工断面図である。
製品における製品設計モジュールは尺モジュールであり、建物の設計単位寸法Pも尺モジュールであり、1P=910mmである。
図9(a)はモジュール金属屋根材の製品図面で投影法による平面図、正面図、右側面図で構成された3面図である。
図9(b)は図9(a)の実施例を2.5寸勾配の屋根に施工した場合の施工断面図である。
図9(c)は図9(a)の実施例を4.5寸勾配の屋根に施工した場合の施工断面図である。
FIG. 9 is a product drawing according to another embodiment and a construction sectional view at the time of adjusting the working length according to the gradient.
The product design module in the product is a scale module, and the design unit dimension P of the building is also a scale module, and 1P = 910 mm.
FIG. 9A is a product drawing of the modular metal roofing material, which is a three-view view composed of a plan view, a front view, and a right side view by a projection method.
FIG. 9B is a cross-sectional view of construction when the embodiment of FIG. 9A is constructed on a roof having a 2.5-inch gradient.
FIG. 9 (c) is a cross-sectional view of construction when the embodiment of FIG. 9 (a) is constructed on a roof having a 4.5 inch slope.

図9(a)の製品は建物の勾配34を有する屋根2に段葺きで葺かれる横葺きの金属屋根材1であり、本体3と連結材4がアセンブリされた状態の図面である。
金属屋根材1の働き長さの水平投影寸法Lhは建物の設計単位寸法Pである910mmの3分の一であり、303.3mmである。
図9(a)の製品は、勾配34を2.5寸勾配と4.5寸勾配の2種類の勾配34で設定した寸法である。
2.5寸勾配の働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法であり、4.5寸勾配の働き長さ寸法Lは働き長さの水平投影寸法Lhに4.5寸勾配の勾配伸び率を掛けた寸法である。
2.5寸勾配の勾配伸び率である1.0307を303.3mmに掛けると働き長さ寸法Lは312mmとなる。
4.5寸勾配の勾配伸び率である1.0966を303.3mmに掛けると働き長さ寸法Lは332mmとなる。
金属屋根材1の働き幅寸法Wは1214mmであり、金属屋根材1の働き長さの水平投影寸法Lhである303.3mmの4倍の関係である。
金属屋根材1は本体3と連結材4で構成され、本体3に頭側固定部7を設け、本体3に尻側固定部8を設けた構成になっている。
さらに本体3に連結材4を設け、前記連結材4は、本体働き長さ位置決め基準10と連結材働き長さ位置決め基準12とを合わせた位置に設けた構成となっている。
連結材4の寸法調整部の長さAは20mmであり、寸法調整部の長さA以外の縦重なり寸法15は50mmである。
金属屋根材1の全長さLAは382mmであり、屋根勾配が2.5寸勾配の縦重なり寸法15は70mmとなり、屋根勾配が4.5寸勾配の縦重なり寸法15は50mmとなる。
金属屋根材1の全幅WAは1274mmであり、横重なり寸法14は60mmである。
連結材4の全幅WAは1214mmであり、金属屋根材1の働き幅Wと同一寸法である。
前記連結材4は、平面図での本体3右端と連結材4右端を合わせた位置に設けるので本体3の左端と連結材4の左端との間に横重なり寸法14の60mmが存在する。
本体3の尻側6で上面から頭側固定部7の形状と近似した形状で垂直に立ち上がり、尻側水返し13を形成している。
前記尻側水返し13は本体3の尻側6に頭側5からみて右側端から左側端まで連続して一定高さで設ける。
本体働き長さ位置決め基準10は、前記尻側水返し13の立ち上がり面が位置決め基準面となる。
The product of FIG. 9A is a horizontal-roofed metal roofing material 1 that is step-roofed on a roof 2 having a slope 34 of a building, and is a drawing in a state where the main body 3 and the connecting material 4 are assembled.
The horizontal projection dimension Lh of the working length of the metal roofing material 1 is one-third of the design unit dimension P of the building, 910 mm, and is 303.3 mm.
The product of FIG. 9A has a dimension in which the gradient 34 is set by two types of gradients 34 of 2.5 inch gradient and 4.5 inch gradient.
The working length dimension L of the 2.5-inch gradient is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation of the 2.5-inch gradient, and the working length dimension L of the 4.5-inch gradient is the working length. It is a dimension obtained by multiplying the horizontal projection dimension Lh of the length by the gradient elongation rate of a 4.5 inch gradient.
When 1.0307, which is a gradient elongation rate of 2.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 312 mm.
When 1.0966, which is the gradient elongation rate of 4.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 332 mm.
The working width dimension W of the metal roofing material 1 is 1214 mm, which is four times the horizontal projection dimension Lh of 303.3 mm of the working length of the metal roofing material 1.
The metal roofing material 1 is composed of a main body 3 and a connecting member 4, and the main body 3 is provided with a head-side fixing portion 7, and the main body 3 is provided with a tail-side fixing portion 8.
Further, a connecting member 4 is provided on the main body 3, and the connecting member 4 is provided at a position where the main body working length positioning reference 10 and the connecting member working length positioning reference 12 are aligned.
The length A of the dimension adjusting portion of the connecting member 4 is 20 mm, and the vertically overlapping dimension 15 other than the length A of the dimension adjusting portion is 50 mm.
The total length LA of the metal roofing material 1 is 382 mm, the vertical overlapping dimension 15 having a roof gradient of 2.5 inch gradient is 70 mm, and the vertical overlapping dimension 15 having a roof gradient of 4.5 inch gradient is 50 mm.
The total width WA of the metal roofing material 1 is 1274 mm, and the lateral overlapping dimension 14 is 60 mm.
The total width WA of the connecting member 4 is 1214 mm, which is the same dimension as the working width W of the metal roofing material 1.
Since the connecting member 4 is provided at a position where the right end of the main body 3 and the right end of the connecting member 4 are aligned in the plan view, there is a laterally overlapping dimension of 60 mm between the left end of the main body 3 and the left end of the connecting member 4.
The buttock side 6 of the main body 3 rises vertically from the upper surface in a shape similar to the shape of the head side fixing portion 7, forming the buttock side water return 13.
The buttock side water return 13 is provided on the buttock side 6 of the main body 3 continuously from the right end to the left end when viewed from the head side 5 at a constant height.
In the main body working length positioning reference 10, the rising surface of the tail side water return 13 serves as a positioning reference surface.

図9(b)は図9(a)の実施例を勾配34が2.5寸勾配の屋根に施工した場合の施工断面図である。
勾配34が2.5寸勾配の場合、働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法となる。
2.5寸勾配の勾配伸び率である1.0307を303.3mmに掛けると働き長さ寸法Lは312mmとなる。
働き長さ寸法Lを312mmに調整するために2.5寸勾配用の寸法調整部の長さAが20mmの連結材4を用いる。
連結材4の寸法調整部11の寸法を可変させることで金属屋根材1の働き長さ寸法Lを可変させる。
実施例の連結材4の断面形状は四角形であり、段葺きの際に下段の前記尻側固定部8に設けた前記本体働き長さ位置決め基準10と上段の前記頭側固定部7の間に連結材4が挟まれ、前記頭側固定部7の正面から緊結材20で前記頭側固定部7と前記連結材4と前記尻側固定部8が前記緊結材20で串刺し固定される構成となる。
四角柱形状の連結材4を挟むことで連結材4の厚み寸法が寸法調整部の長さAとなり、寸法調整部の長さAだけ働き長さ寸法Lを長くすることが出来る。
勾配ごとに四角柱の厚みである寸法調整部の長さAを勾配の種類ごとに設定することも出来るし、実施例のように二つの連結材4を挟んで、四角柱の厚みの組み合わせで調整部の長さAの寸法を設定し、働き長さ寸法Lを調整することも出来る。
実施例では一つの四角柱の厚み寸法は10mmで二つ合わせて20mmとしている。
例えば4寸勾配の場合の四角柱の厚みは6mmの設定となり、3寸勾配の場合は四角柱の厚みは16mmの設定となる。
3寸勾配の場合は、6mmの厚みの四角柱と10mmの厚みの四角柱を組み合わせることで連結材4の厚みの種類を減らすことが出来る。
連結材4の材質はポリスチレンやポリプロピレンなどの合成樹脂の発泡材や木材など、しっかりと厚みが確保でき、ノコギリなどの大工道具で切断しやすく、かつ緊結材20により貫通しやすい性状の材質が好ましい。
9 (b) is a construction cross-sectional view when the embodiment of FIG. 9 (a) is constructed on a roof having a gradient 34 of 2.5 inches.
When the gradient 34 has a 2.5-inch gradient, the working length dimension L is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5-inch gradient.
When 1.0307, which is a gradient elongation rate of 2.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 312 mm.
In order to adjust the working length dimension L to 312 mm, a connecting member 4 having a length A of the dimension adjusting portion for a 2.5 inch gradient of 20 mm is used.
The working length dimension L of the metal roofing material 1 is changed by changing the dimension of the dimension adjusting portion 11 of the connecting member 4.
The cross-sectional shape of the connecting member 4 of the embodiment is a quadrangle, and it is between the main body working length positioning reference 10 provided on the tail side fixing portion 8 on the lower stage and the head side fixing portion 7 on the upper stage at the time of stepping. The connecting member 4 is sandwiched, and the head-side fixing portion 7, the connecting member 4, and the tail-side fixing portion 8 are skewered and fixed by the binding member 20 from the front surface of the head-side fixing portion 7. Become.
By sandwiching the quadrangular prism-shaped connecting member 4, the thickness dimension of the connecting member 4 becomes the length A of the dimension adjusting portion, and the working length dimension L can be lengthened by the length A of the dimension adjusting portion.
The length A of the dimension adjustment part, which is the thickness of the quadrangular prism for each gradient, can be set for each type of gradient, or by sandwiching the two connecting members 4 as in the embodiment, the thickness of the quadrangular prism can be combined. It is also possible to set the dimension of the length A of the adjusting portion and adjust the working length dimension L.
In the embodiment, the thickness dimension of one quadrangular prism is 10 mm, and the total thickness of the two is 20 mm.
For example, in the case of a 4-inch gradient, the thickness of the quadrangular prism is set to 6 mm, and in the case of a 3-dimensional gradient, the thickness of the quadrangular prism is set to 16 mm.
In the case of a 3 inch gradient, the type of thickness of the connecting member 4 can be reduced by combining a 6 mm thick square pillar and a 10 mm thick square pillar.
The material of the connecting material 4 is preferably a material having a property such as a foaming material of synthetic resin such as polystyrene or polypropylene, wood, etc., which can secure a firm thickness, is easily cut by a carpenter's tool such as a saw, and is easily penetrated by the binding material 20. ..

図9(c)は勾配34が4.5寸勾配の際の施工断面図である。
勾配34が4.5寸勾配の場合、働き長さ寸法Lは働き長さの水平投影寸法Lhに4.5寸勾配の勾配伸び率を掛けた寸法となる。
4.5寸勾配の勾配伸び率である1.0966を303.3mmに掛けると働き長さ寸法Lは332mmとなる。
働き長さ寸法Lを332mmに調整するためには連結材4を入れないという選択をする。
あえて記載するのであれば、前記寸法調整部11の寸法調整部の長さAは、4.5寸勾配の場合には0mmとなる。
頭側固定部7と本体働き長さ位置決め基準10を当て止めし、頭側固定部7の正面から緊結材20により尻側固定部8へ固定する。
FIG. 9C is a construction sectional view when the gradient 34 is a 4.5 inch gradient.
When the gradient 34 has a 4.5-inch gradient, the working length dimension L is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 4.5-inch gradient.
When 1.0966, which is the gradient elongation rate of 4.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 332 mm.
In order to adjust the working length dimension L to 332 mm, it is selected not to insert the connecting member 4.
If it is intentionally described, the length A of the dimension adjusting section of the dimension adjusting section 11 is 0 mm in the case of a 4.5 inch gradient.
The head-side fixing portion 7 and the main body working length positioning reference 10 are brought into contact with each other, and the head-side fixing portion 7 is fixed to the tail-side fixing portion 8 by the binding material 20 from the front surface.

図10は図9の実施例による施工時の働き長さ位置決め斜視図である。
図10(a)は金属屋根材1を段葺きした時の働き長さ位置決め斜視図である。
流れ方向は働き長さ寸法L、桁方向は働き長さの水平投影寸法Lhをずらして施工する。
実施例は勾配34が2.5寸勾配の際の施工図であり、働き長さ寸法Lは、312mmである。
勾配が2.5寸勾配の際に働き長さの水平投影寸法Lhが303.3mmとなり、建物の設計単位寸法Pの三分の一となる。
本体3の尻側6で上面から頭側固定部7の形状と近似した形状で垂直に立ち上がり、尻側水返し13を形成している。
前記尻側水返し13は本体3の尻側6に頭側5からみて右側端から左側端まで連続して一定高さで設ける。
本体働き長さ位置決め基準10は、前記尻側水返し13の立ち上がり面が位置決め基準面となる。
図10(b)は図10(a)に記載のA−A断面箇所の斜視図である。
連結材4の形状は四角柱であり、段葺きの際に下段の前記尻側固定部8に設けた前記本体働き長さ位置決め基準10と上段の前記頭側固定部7の間に連結材4が挟まれ、連結材4の厚み寸法が寸法調整部の長さAとなり、寸法調整部の長さAだけ働き長さ寸法Lを長くすることが出来る。
勾配ごとに四角柱の厚みである寸法調整部の長さAを勾配34の種類ごとに設定することも出来るし、図のように二つの連結材4を挟んで、四角柱の厚みの組み合わせで調整部の長さAの寸法を設定し、働き長さ寸法Lを調整することも出来る。
本体3の本体働き長さ位置決め基準10に対し、連結材4の当接面を連結材働き長さ位置決め基準12として当て止めすることで位置決めを行う。
FIG. 10 is a perspective view of working length positioning at the time of construction according to the embodiment of FIG.
FIG. 10A is a perspective view of working length positioning when the metal roofing material 1 is stepped.
The work is carried out by shifting the working length dimension L in the flow direction and the horizontal projection dimension Lh of the working length in the girder direction.
The embodiment is a construction drawing when the gradient 34 is a 2.5 inch gradient, and the working length dimension L is 312 mm.
When the gradient is 2.5 inch, the horizontal projection dimension Lh of the working length is 303.3 mm, which is one-third of the design unit dimension P of the building.
The buttock side 6 of the main body 3 rises vertically from the upper surface in a shape similar to the shape of the head side fixing portion 7, forming the buttock side water return 13.
The buttock side water return 13 is provided on the buttock side 6 of the main body 3 continuously from the right end to the left end when viewed from the head side 5 at a constant height.
In the main body working length positioning reference 10, the rising surface of the tail side water return 13 serves as a positioning reference surface.
FIG. 10B is a perspective view of a cross-sectional portion taken along the line AA shown in FIG. 10A.
The shape of the connecting member 4 is a square pillar, and the connecting member 4 is provided between the main body working length positioning reference 10 provided on the tail side fixing portion 8 on the lower stage and the head side fixing portion 7 on the upper stage at the time of stepping. Is sandwiched, and the thickness dimension of the connecting member 4 becomes the length A of the dimension adjusting portion, and the working length dimension L can be lengthened by the length A of the dimension adjusting portion.
The length A of the dimension adjustment part, which is the thickness of the quadrangular prism for each gradient, can be set for each type of gradient 34, or by sandwiching the two connecting members 4 as shown in the figure, the thickness of the quadrangular prism can be combined. It is also possible to set the dimension of the length A of the adjusting portion and adjust the working length dimension L.
Positioning is performed by contacting the contact surface of the connecting member 4 with the main body working length positioning reference 10 of the main body 3 as the connecting member working length positioning reference 12.

図11は別の実施例による製品図面と施工断面図である。
製品における製品設計モジュールは尺モジュールであり、建物の設計単位寸法Pも尺モジュールであり、1P=910mmである。
図11(a)はモジュール金属屋根材の製品図面で投影法による平面図、正面図、右側面図で構成された3面図である。
図11(b)は図11(a)の実施例を2.5寸勾配の屋根に施工した場合の施工断面図である。
FIG. 11 is a product drawing and a construction sectional view according to another embodiment.
The product design module in the product is a scale module, and the design unit dimension P of the building is also a scale module, and 1P = 910 mm.
FIG. 11A is a product drawing of the module metal roofing material, which is a three-view view composed of a plan view, a front view, and a right side view by a projection method.
FIG. 11B is a cross-sectional view of construction when the embodiment of FIG. 11A is constructed on a roof having a 2.5-inch gradient.

図11(a)の製品は建物の勾配34を有する屋根2に段葺きで葺かれる横葺きの金属屋根材1であり、本体3と連結材4がアセンブリされた状態の図面である。
金属屋根材1の働き長さの水平投影寸法Lhは建物の設計単位寸法Pである910mmの三分の一であり、303.3mmである。
図11(a)の製品は、勾配34を2.5寸勾配で設定した寸法である。
2.5寸勾配の働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法である。
2.5寸勾配の勾配伸び率である1.0307を303.3mmに掛けると働き長さ寸法Lは312mmとなる。
金属屋根材1の働き幅寸法Wは1214mmであり、金属屋根材1の働き長さの水平投影寸法Lhである303.3mmの4倍の関係である。
金属屋根材1は本体3と連結材4で構成され、本体3に頭側固定部7を設け、本体3に尻側固定部8を設けた構成になっている。
さらに本体3に連結材4を設け、前記連結材4は、本体働き長さ位置決め基準10と前記連結材4の尻側立ち上がり部とを合わせた位置に設けた構成となっている。
金属屋根材1の全長さLAは382mmであり、屋根勾配が2.5寸勾配の縦重なり寸法15は70mmとなる。
金属屋根材1の全幅WAは1274mmであり、横重なり寸法14は60mmである。
連結材4の全幅WAは1214mmであり、金属屋根材1の働き幅Wと同一寸法である。
前記連結材4は、平面図での本体3右端と連結材4右端を合わせた位置に設けるので本体3の左端と連結材4の左端との間に横重なり寸法14の60mmが存在する。
本体3の尻側6で上面から頭側固定部7の形状と近似した形状で垂直に立ち上がり、尻側水返し13を形成している。
前記尻側水返し13は本体3の尻側6に頭側5からみて右側端から左側端まで連続して一定高さで設ける。
本体働き長さ位置決め基準10は、前記尻側水返し13の立ち上がり面が位置決め基準面となる。
The product of FIG. 11A is a horizontal-roofed metal roofing material 1 that is step-roofed on a roof 2 having a slope 34 of a building, and is a drawing in a state where the main body 3 and the connecting material 4 are assembled.
The horizontal projection dimension Lh of the working length of the metal roofing material 1 is one-third of the design unit dimension P of the building, 910 mm, and is 303.3 mm.
The product of FIG. 11A has a gradient 34 set with a 2.5-inch gradient.
The working length dimension L of the 2.5 inch gradient is a dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5 inch gradient.
When 1.0307, which is a gradient elongation rate of 2.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 312 mm.
The working width dimension W of the metal roofing material 1 is 1214 mm, which is four times the horizontal projection dimension Lh of 303.3 mm of the working length of the metal roofing material 1.
The metal roofing material 1 is composed of a main body 3 and a connecting member 4, and the main body 3 is provided with a head-side fixing portion 7, and the main body 3 is provided with a tail-side fixing portion 8.
Further, a connecting member 4 is provided on the main body 3, and the connecting member 4 is provided at a position where the main body working length positioning reference 10 and the tail-side rising portion of the connecting member 4 are aligned.
The total length LA of the metal roofing material 1 is 382 mm, and the vertical overlapping dimension 15 having a roof slope of 2.5 inches is 70 mm.
The total width WA of the metal roofing material 1 is 1274 mm, and the lateral overlapping dimension 14 is 60 mm.
The total width WA of the connecting member 4 is 1214 mm, which is the same dimension as the working width W of the metal roofing material 1.
Since the connecting member 4 is provided at a position where the right end of the main body 3 and the right end of the connecting member 4 are aligned in the plan view, there is a laterally overlapping dimension of 60 mm between the left end of the main body 3 and the left end of the connecting member 4.
The buttock side 6 of the main body 3 rises vertically from the upper surface in a shape similar to the shape of the head side fixing portion 7, forming the buttock side water return 13.
The buttock side water return 13 is provided on the buttock side 6 of the main body 3 continuously from the right end to the left end when viewed from the head side 5 at a constant height.
In the main body working length positioning reference 10, the rising surface of the tail side water return 13 serves as a positioning reference surface.

図11(b)は図11(a)の実施例を勾配34が2.5寸勾配の屋根に施工した場合の施工断面図である。
勾配34が2.5寸勾配の場合、働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法となる。
2.5寸勾配の勾配伸び率である1.0307を303.3mmに掛けると働き長さ寸法Lは312mmとなる。
働き長さ寸法Lを312mmに調整するために2.5寸勾配用の寸法調整部の長さAを有した連結材4を用いる。
連結材4の寸法調整部11の寸法を可変させることで金属屋根材1の働き長さ寸法Lを可変させる。
実施例の連結材4の形状は、寸法調整部11の頭側5と尻側6の両端で頭側5は頭側固定部7の形状に近似した立ち上がり形状の連結部21を設け、尻側6は尻側水返し13の形状に近似した尻側立ち上がり部を設ける。
前記尻側立ち上がり部を本体働き長さ位置決め基準10と当接する位置決め面とし、前記尻側立ち上がり部の上端から本体3の尻側固定部8を有する尻側水返し13の形状に近似した連結材固定部19を設ける。
前記連結材4の寸法調整部11と連結部21と尻側立ち上げ部は、段葺きの際に下段の尻側固定部8に設けた本体働き長さ位置決め基準10と上段の頭側固定部7の間に挟まれることで金属屋根材1の働き長さの寸法調整を行う。
寸法調整部11と連結部21の厚み寸法と尻側立ち上げ部の厚み寸法の合計寸法が連結材4の寸法調整部の長さAとなり、勾配34ごとの寸法調整部11を設定することで勾配34ごとの働き長さ寸法Lを設定する。
前記頭側固定部7は前記頭側固定部7の正面から緊結材20で連結材4の連結部21に固定される。
前記連結材4の連結材固定部19から緊結材20で連結材4と本体3を屋根下地24に共打ちすることで連結材固定部19と前記尻側固定部8とが同一になる。
前記頭側固定部7の正面から緊結材20で連結材4の連結部21に固定し、前記連結材4を前記緊結材20とは別の緊結材20で連結材固定部19から屋根下地24に固定するのと同時に本体3の尻側固定部8での固定が出来る。
連結材4の材質は本体3と同様の塗装溶融55%アルミニウム−亜鉛合金めっき鋼板の基材厚み寸法で0.35mm〜0.6mm程度の薄板鋼板が好ましい。
FIG. 11B is a cross-sectional view of construction when the embodiment of FIG. 11A is constructed on a roof having a gradient 34 of 2.5 inches.
When the gradient 34 has a 2.5-inch gradient, the working length dimension L is the dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5-inch gradient.
When 1.0307, which is a gradient elongation rate of 2.5 inch gradient, is multiplied by 303.3 mm, the working length dimension L becomes 312 mm.
In order to adjust the working length dimension L to 312 mm, a connecting member 4 having a length A of a dimension adjusting portion for a 2.5 inch gradient is used.
The working length dimension L of the metal roofing material 1 is changed by changing the dimension of the dimension adjusting portion 11 of the connecting member 4.
The shape of the connecting member 4 of the embodiment is such that the head side 5 and the butt side 6 of the dimensional adjustment portion 11 are provided with a rising connecting portion 21 having a rising shape similar to the shape of the head side fixing portion 7, and the butt side 5 is provided on the butt side. Reference numeral 6 denotes a tail-side rising portion that approximates the shape of the tail-side water return 13.
The butt-side rising portion is a positioning surface that abuts on the main body working length positioning reference 10, and a connecting material that approximates the shape of the butt-side water return 13 having the butt-side fixing portion 8 of the main body 3 from the upper end of the butt-side rising portion. A fixing portion 19 is provided.
The dimension adjusting portion 11, the connecting portion 21, and the tail-side rising portion of the connecting member 4 are the main body working length positioning reference 10 and the head-side fixing portion of the upper stage provided in the lower tail-side fixing portion 8 at the time of stepping. The working length of the metal roofing material 1 is adjusted by being sandwiched between the two.
The total dimension of the thickness dimension of the dimension adjusting portion 11 and the connecting portion 21 and the thickness dimension of the tail side rising portion becomes the length A of the dimension adjusting portion of the connecting member 4, and by setting the dimension adjusting portion 11 for each gradient 34. The working length dimension L for each gradient 34 is set.
The head-side fixing portion 7 is fixed to the connecting portion 21 of the connecting member 4 with a binding member 20 from the front surface of the head-side fixing portion 7.
By co-striking the connecting member 4 and the main body 3 against the roof base 24 with the binding member 20 from the connecting member fixing portion 19 of the connecting member 4, the connecting member fixing portion 19 and the tail side fixing portion 8 become the same.
From the front of the head-side fixing portion 7, the connecting member 20 is fixed to the connecting portion 21 of the connecting member 4, and the connecting member 4 is fixed to the connecting member 20 by a binding member 20 different from the binding member 20 from the connecting member fixing portion 19 to the roof base 24. At the same time as fixing to, the main body 3 can be fixed by the tail side fixing portion 8.
The material of the connecting material 4 is preferably a thin steel plate having a base material thickness dimension of about 0.35 mm to 0.6 mm, which is the same as that of the main body 3 and is a 55% aluminum-zinc alloy plated steel plate.

図12は実施例によるモジュール金属屋根材の製品図面である。
図12の製品における製品設計モジュールは尺モジュールであり、建物の設計単位寸法Pも尺モジュールであり、1P=910mmである。
図12(a)はモジュール金属屋根材の製品図面で投影法による6面図である。
図12(b)は図12(a)を拡大して幅方向を省略線で省略した3面図である。
図12(c)は図12(b)を更に拡大して上下段の施工状態をあらわした施工断面図である。
FIG. 12 is a product drawing of a modular metal roofing material according to an embodiment.
The product design module in the product of FIG. 12 is a scale module, and the design unit dimension P of the building is also a scale module, and 1P = 910 mm.
FIG. 12A is a product drawing of the module metal roofing material and is a six-view drawing by the projection method.
FIG. 12 (b) is a three-view view in which FIG. 12 (a) is enlarged and the width direction is omitted by an omitted line.
FIG. 12 (c) is a construction cross-sectional view showing the construction state of the upper and lower stages by further enlarging FIG. 12 (b).

図12(a)の製品は建物の勾配34を有する屋根2に段葺きで葺かれる横葺きの金属屋根材1であり、本体3と連結材4がアセンブリされた状態の図面である。
金属屋根材1の働き長さの水平投影寸法Lhは建物の設計単位寸法Pである910mmの四分の一であり、227.5mmである。
図12の製品は、勾配34を2.5寸勾配で設定した寸法であり、働き長さ寸法Lは働き長さの水平投影寸法Lhに2.5寸勾配の勾配伸び率を掛けた寸法である。
2.5寸勾配の勾配伸び率である1.0307を227.5mmに掛けると働き長さ寸法Lは234mmとなる。
金属屋根材1の働き幅寸法Wは1820mmであり、金属屋根材1の働き長さの水平投影寸法Lhである227.5mmの8倍の関係である。
金属屋根材1は本体3と連結材4で構成され、本体3の頭側5に頭側固定部7を設け、本体3の尻側6に尻側固定部8を設けた構成になっている。
さらに本体3の尻側6に連結材4を設け、前記連結材4は、尻側に設けた本体働き長さ位置決め基準10と連結材働き長さ位置決め基準12とを合わせた位置に設けた構成となっている。
金属屋根材1の全長さLAは285mmであり、縦重なり寸法15は51mmである。
金属屋根材1の全幅WAは1900mmであり、横重なり寸法14は80mmである。
連結材4の全幅WAは1820mmであり、金属屋根材1の働き幅Wと同一寸法である。
前記連結材4は、平面図での本体3右端と連結材4右端を合わせた位置に設けるので本体3の左端と連結材4の左端との間に横重なり寸法14の80mmが存在する。
正面図では、頭側固定部7の右端下端部を横重なり寸法14である80mmと同寸法の頭側切り欠き部16が存在する。
金属屋根材1の尻側6に本体3の一方の側端から他方の側端まで連続して一定高さを有した尻側水返し13を設ける。
実施例では、本体3の尻側端部に頭側に傾斜して立ち上げた尻側水返し13を頭側5からみて右側端から左側端まで連続して一定高さで設ける。
製品の裏面には、裏面断熱バックアップ材23を設ける。
裏面断熱バックアップ材は全幅WAが1820mmであり、平面図での本体3左端と裏面断熱バックアップ材23の左端を合わせた位置に設けるので、横重なり寸法14である80mmの範囲は横隣の金属屋根材1が重なるため裏面断熱バックアップ材23は存在しない。
The product of FIG. 12A is a horizontal-roofed metal roofing material 1 that is step-roofed on a roof 2 having a slope 34 of a building, and is a drawing in a state where the main body 3 and the connecting material 4 are assembled.
The horizontal projection dimension Lh of the working length of the metal roofing material 1 is a quarter of the design unit dimension P of the building, 910 mm, and is 227.5 mm.
The product of FIG. 12 has a gradient 34 set with a 2.5-inch gradient, and the working length dimension L is a dimension obtained by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 2.5-inch gradient. is there.
When 1.0307, which is the gradient elongation rate of 2.5 inch gradient, is multiplied by 227.5 mm, the working length dimension L becomes 234 mm.
The working width dimension W of the metal roofing material 1 is 1820 mm, which is eight times the horizontal projection dimension Lh of the working length of the metal roofing material 1 of 227.5 mm.
The metal roofing material 1 is composed of a main body 3 and a connecting member 4, and has a configuration in which a head side fixing portion 7 is provided on the head side 5 of the main body 3 and a tail side fixing portion 8 is provided on the tail side 6 of the main body 3. ..
Further, a connecting member 4 is provided on the tail side 6 of the main body 3, and the connecting member 4 is provided at a position where the main body working length positioning reference 10 and the connecting material working length positioning reference 12 provided on the tail side are combined. It has become.
The total length LA of the metal roofing material 1 is 285 mm, and the vertically overlapping dimension 15 is 51 mm.
The total width WA of the metal roofing material 1 is 1900 mm, and the lateral overlapping dimension 14 is 80 mm.
The total width WA of the connecting member 4 is 1820 mm, which is the same dimension as the working width W of the metal roofing material 1.
Since the connecting member 4 is provided at a position where the right end of the main body 3 and the right end of the connecting member 4 are aligned in the plan view, 80 mm having a laterally overlapping dimension of 14 exists between the left end of the main body 3 and the left end of the connecting member 4.
In the front view, the head side notch portion 16 having the same size as 80 mm, which is the size 14 of the right end lower end portion of the head side fixing portion 7, is present.
The tail side 6 of the metal roofing material 1 is provided with a tail side water return 13 having a constant height continuously from one side end of the main body 3 to the other side end.
In the embodiment, the buttock-side water return 13 that is raised at the buttock-side end of the main body 3 at an angle to the head side is continuously provided at a constant height from the right end to the left end when viewed from the head side 5.
A back surface heat insulating backup material 23 is provided on the back surface of the product.
The back surface insulation backup material has a total width WA of 1820 mm, and is provided at the position where the left end of the main body 3 and the left end of the back surface insulation backup material 23 are aligned in the plan view. Since the materials 1 overlap, the back surface heat insulating backup material 23 does not exist.

図12(b)は図12(a)を拡大して幅方向を省略線で省略した3面図であり、製品の正面図、平面図、右側面図である。
正面図での右側には頭側切り欠き部16を設ける。
頭側切り欠き部の側端は、横葺きする際の位置決め基準として働き幅位置決め基準17とする。
頭側切り欠き部16と反対方向の頭側固定部の側端を頭側固定部側端18とし、横葺きする際には横隣に葺く前記頭側固定部側端18を前記働き幅位置決め基準17に当て止めすることで位置決めを行う。
右側面図では、本体の裏面に設けた裏面断熱バックアップ材23は尻側6から頭側5に向かって厚みを増しているが、この厚みを増す角度は金属屋根材1の屋根に施工した際の金属屋根材1の戻り勾配とほぼ同じ角度になっていて、施工の際には裏面断熱バックアップ材23で金属屋根材1と屋根下地24との間の空間を埋めることが出来るので、施工の際に荷重がかかっても変形しにくい。
実施例の戻り勾配は、頭見付け寸法が10mmであり、働き長さ寸法Lが234mmなので、10mm÷234mmで算出し、0.043となる。
よって実施例の金属屋根材1では、戻り勾配が4分3厘となる。
12 (b) is a three-view view obtained by enlarging FIG. 12 (a) and omitting the width direction with omitted lines, and is a front view, a plan view, and a right side view of the product.
A head side notch 16 is provided on the right side in the front view.
The side end of the notch on the head side is set as a working width positioning reference 17 as a positioning reference for horizontal roofing.
The side end of the head-side fixing portion in the direction opposite to the head-side notch portion 16 is the head-side fixing portion side end 18, and the head-side fixing portion side end 18 that is laid sideways when side-roofing is the working width. Positioning is performed by hitting against the positioning reference 17.
In the right side view, the back surface heat insulating backup material 23 provided on the back surface of the main body increases in thickness from the tail side 6 to the head side 5, and the angle of increasing the thickness is when the metal roofing material 1 is installed on the roof. The angle is almost the same as the return slope of the metal roofing material 1 of the above, and the space between the metal roofing material 1 and the roof base 24 can be filled with the backside heat insulating backup material 23 at the time of construction. It is hard to deform even if a load is applied.
Since the head finding dimension is 10 mm and the working length dimension L is 234 mm, the return gradient of the embodiment is calculated by 10 mm ÷ 234 mm and is 0.043.
Therefore, in the metal roofing material 1 of the embodiment, the return gradient is 4 minutes and 3 square meters.

図12(c)は図12(b)を更に拡大して上下段の施工状態をあらわした施工断面図であり、段葺きの際に下段の頭側固定部7と上段の尻側固定部8を連結材4で連結する施工状況をあらわしている。
本体3の尻側6に設けた前記連結材4は、尻側に設けた本体働き長さ位置決め基準10と連結材働き長さ位置決め基準12とを合わせた位置に設けた構成となっている。
具体的には、本体働き長さ位置決め基準10は本体3の尻側端部に頭側に傾斜して立ち上げた尻側水返し13の上端部であり、連結材働き長さ位置決め基準12は連結材4の寸法調整部11の尻側端部から垂直方向に立ち上がっている連結材の裏面箇所である。
連結材働き長さ位置決め基準12と本体働き長さ位置決め基準10である尻側水返し13を当て止めすることで連結材4の位置決めを行っている。
連結材4の頭側5は、Z形状の断面形状であり、本体3の尻側6の上面9に面で接触する寸法調整部11と寸法調整部11から平行に持ち上がり施工時に下段の頭側固定部7を押さえる連結部21がある。
連結材4の尻側6は、寸法調整部11の尻側端部から垂直方向に立ち上がった連結材働き長さ位置決め基準12と屋根下地24に固定するための連結材固定部19と連結材働き長さ位置決め基準12と連結材固定部19を繋ぐ中継部がある。
連結材4の前記中継部は、本体3の尻側に設けた尻側水返し13と同じ角度で傾斜させている。この構成により本体3と連結材4をアセンブリした際には、本体3の頭側でも尻側でも当て止めにより位置決め出来、位置決めしたときの位置ずれが発生しないという効果を発揮する。
段葺きした際には、連結材固定部19は本体3の尻側端部より水上側に設けられ、連結材固定部19と屋根下地24は緊結材20で直接緊結固定される。
本体3の尻側6に設けた尻側固定部8は緊結材20で穴を開けることなく、連結材4の屋根下地24への緊結材20による固定力で固定する。そのため、本体3の縦重なり部に雨水が浸入したとしても屋根材表面からの雨水の浸入は無く、優れた防水性能を発揮することが出来る。
連結材4が屋根下地24に固定されることで、下段の本体3の尻側6の上面9に設けている尻側固定部8を連結材4の寸法調整部11で固定し、上段の本体3の頭側固定部7を連結材の連結部21で固定し、下段と上段の本体3を連結材4で連結して、屋根下地24に固定する。
前記寸法調整部11は、金属屋根材1の働き長さ寸法Lを可変させる機能を有し、段葺きの際に下段の前記頭側固定部7と上段の前記連結材4を当て止めさせることで前記金属屋根材1の働き長さ寸法Lを決定する。
前記寸法調整部11は、勾配34ごとに寸法調整部の長さAを設定する。
勾配ごとの寸法調整部の長さAを有した連結材4を勾配34ごとに選択することで前記金属屋根材1の働き長さ寸法Lを調整することが出来る。
頭側固定部7の端部は折り返しを設けた頭側固定部折り返し22を設ける。
頭側固定部折り返し22を設けることで連結部21の下面が頭側固定部折り返し22をR面同士で押さえるので、台風などの吹上荷重がかかった時でも面で押さえることにより強固に頭側固定部7を固定でき、優れた防災性能を発揮することができる。
実施例の本体3は、表面に塗装を施した塗装溶融55%アルミニウム−亜鉛合金めっき鋼板の基材厚み寸法で0.35mm〜0.6mm程度の薄板鋼板が好ましい。
実施例の連結材4の材質はアルミニウムで厚さ1.5mmの押出成形品としているが、本体3と同じ塗装溶融55%アルミニウム−亜鉛合金めっき鋼板の薄板を使用しても良い。
薄板鋼板を用いる場合は、基材の厚みを厚くするとか、二重折りで製作するなどの耐風強度を上げるための工夫が必要となる。
FIG. 12 (c) is a construction cross-sectional view showing the construction state of the upper and lower stages by further enlarging FIG. 12 (b), and the lower head side fixing portion 7 and the upper stage tail side fixing portion 8 at the time of step roofing. It shows the construction situation of connecting with the connecting material 4.
The connecting member 4 provided on the buttock side 6 of the main body 3 has a configuration in which the main body working length positioning reference 10 provided on the buttock side and the connecting member working length positioning reference 12 are provided at a combined position.
Specifically, the main body working length positioning reference 10 is the upper end portion of the tail side water return 13 that is inclined to the head side at the tail side end portion of the main body 3, and the connecting material working length positioning reference 12 is It is a back surface portion of the connecting material that rises in the vertical direction from the tail side end portion of the dimension adjusting portion 11 of the connecting material 4.
The connecting member 4 is positioned by abutting the connecting member working length positioning reference 12 and the tail side water return 13 which is the main body working length positioning reference 10.
The head side 5 of the connecting member 4 has a Z-shaped cross-sectional shape, and is lifted in parallel from the dimension adjusting portion 11 and the dimension adjusting portion 11 that come into contact with the upper surface 9 of the bottom side 6 of the main body 3 in parallel, and the lower head side during construction. There is a connecting portion 21 that holds down the fixing portion 7.
The tail side 6 of the connecting material 4 has a connecting material working length positioning reference 12 rising vertically from the tail side end of the dimension adjusting portion 11, a connecting material fixing portion 19 for fixing to the roof base 24, and a connecting material working. There is a relay portion that connects the length positioning reference 12 and the connecting member fixing portion 19.
The relay portion of the connecting member 4 is inclined at the same angle as the tail side water return 13 provided on the tail side of the main body 3. With this configuration, when the main body 3 and the connecting member 4 are assembled, the main body 3 can be positioned on either the head side or the buttock side by a padding, and there is an effect that the positional deviation does not occur when the main body 3 is positioned.
At the time of stepping, the connecting material fixing portion 19 is provided on the water upper side from the tail side end portion of the main body 3, and the connecting material fixing portion 19 and the roof base 24 are directly fastened and fixed by the binding material 20.
The butt-side fixing portion 8 provided on the butt-side 6 of the main body 3 is fixed by the butt-side fixing force 20 of the connecting member 4 to the roof base 24 without making a hole with the binding member 20. Therefore, even if rainwater infiltrates into the vertically overlapping portion of the main body 3, rainwater does not infiltrate from the surface of the roofing material, and excellent waterproof performance can be exhibited.
By fixing the connecting member 4 to the roof base 24, the tail side fixing portion 8 provided on the upper surface 9 of the tail side 6 of the lower body 3 is fixed by the dimension adjusting portion 11 of the connecting material 4, and the upper body is fixed. The head-side fixing portion 7 of 3 is fixed by the connecting portion 21 of the connecting material, and the lower and upper main bodies 3 are connected by the connecting material 4 and fixed to the roof base 24.
The dimension adjusting portion 11 has a function of varying the working length dimension L of the metal roofing material 1, and makes the lower head-side fixing portion 7 and the upper connecting member 4 abutting each other at the time of stepping. Determines the working length dimension L of the metal roofing material 1.
The dimension adjusting unit 11 sets the length A of the dimension adjusting unit for each gradient 34.
The working length dimension L of the metal roofing material 1 can be adjusted by selecting the connecting member 4 having the length A of the dimension adjusting portion for each gradient for each gradient 34.
The end of the head-side fixing portion 7 is provided with a head-side fixing portion folding back 22 provided with a folding back.
By providing the head-side fixed portion folded-back 22, the lower surface of the connecting portion 21 presses the head-side fixed portion folded-back 22 between the R surfaces, so that the head-side fixed portion is firmly fixed by pressing with the surface even when a blowing load such as a typhoon is applied. The part 7 can be fixed, and excellent disaster prevention performance can be exhibited.
The main body 3 of the embodiment is preferably a thin steel plate having a base material thickness of about 0.35 mm to 0.6 mm, which is a coated and melted 55% aluminum-zinc alloy plated steel plate whose surface is coated.
The material of the connecting material 4 of the embodiment is aluminum and is an extruded product having a thickness of 1.5 mm, but a thin plate of the same paint-melted 55% aluminum-zinc alloy plated steel plate as the main body 3 may be used.
When using a thin steel plate, it is necessary to take measures to increase the wind resistance, such as increasing the thickness of the base material or manufacturing it by double folding.

図13は図12の実施例による製品の斜視図である。
図13(a)は本体3と連結材4をアセンブリした状態の製品を上面9の尻側6から見た斜視図である。
連結材4は、緊結材20で留め付けるための穴加工を施した連結材固定部19を設けている。
連結材4に連結材固定部19をあらかじめ設けておくことで、留め付けピッチ、留め付け本数などを現場で確実に実施することが出来る。
本体3と連結材4をアセンブリした状態では、連結材固定部19は本体3の尻側端部より水上側に設けられる。
よって、緊結材20で屋根下地24に金属屋根材1を固定する際に、本体3の尻側6に設けた尻側固定部8は緊結材20で穴を開けることなく、連結材4を介して屋根下地24への緊結材20による固定力で固定する。そのため、本体3の尻側6に雨水が浸入したとしても屋根材表面からの雨水の浸入は無く、優れた防水性能を発揮することが出来る。
図13(b)は本体3と連結材4をアセンブリした状態の製品を上面9の頭側5から見た斜視図である。
頭側5から見て右側には頭側切り欠き部16を設ける。
頭側切り欠き部の側端は、横葺きする際の位置決め基準として働き幅位置決め基準17とする。
横葺きする際には横重なり部で隣り合う頭側固定部7が干渉しないように横重なり寸法14分だけ頭側切り欠き部16が設けられる。
図13(c)は本体3と連結材4がアセンブリされている尻部6を拡大した斜視図である。
連結材4は、緊結材20で留め付けるための穴加工を施した連結材固定部19を設けている。
連結材4の尻側6は、寸法調整部11の尻側端部から垂直方向に立ち上がった連結材働き長さ位置決め基準12と屋根下地24に固定するための連結材固定部19と連結材働き長さ位置決め基準12と連結材固定部19を繋ぐ中継部がある。
連結材4の前記中継部は、本体3の尻側に設けた尻側水返し13と同じ角度で傾斜させている。この構成により本体3と連結材4をアセンブリした際には、本体3の頭側でも尻側でも当て止めにより位置決め出来、位置決めしたときの位置ずれが発生しないという効果を発揮する。
本体3と連結材4をアセンブリした状態では、連結材固定部19は本体3の尻側端部より水上側に設けられる。
本体3の尻側6に設けた尻側固定部8は緊結材20で穴を開けることなく、連結材4を介して屋根下地24への緊結材20による固定力で固定する。そのため、本体3の尻側6に雨水が浸入したとしても屋根材表面からの雨水の浸入は無く、優れた防水性能を発揮することが出来る。
連結材4は、屋根下地24に固定されることで下段の本体3の尻側6の上面9に設けている尻側固定部8を連結材4の寸法調整部11で固定し、上段の本体3の頭側固定部7を連結材の連結部21で固定し、下段と上段の本体3を連結材4で連結して、屋根下地24に固定する。
本体3の尻側端部を立ち上げた尻側水返し13を水返しとしての防水機能と同時に本体働き長さの位置決め基準10としての位置決め機能としても利用している。
本体働き長さの位置決め基準10としての尻側水返し13の立ち上がり部と連結材働き長さ位置決め基準12を当て止めすることで、施工現場で測定などをすることなく簡易に位置決めをすることが出来る。
連結材4は寸法調整部11の長さを勾配34ごとに設定することで、本体3は1種類で複数勾配に適した働き長さ寸法Lにすることが出来る。
FIG. 13 is a perspective view of the product according to the embodiment of FIG.
FIG. 13A is a perspective view of a product in which the main body 3 and the connecting member 4 are assembled, as viewed from the tail side 6 of the upper surface 9.
The connecting member 4 is provided with a connecting member fixing portion 19 which has been subjected to a hole for fastening with the binding member 20.
By providing the connecting material fixing portion 19 in advance on the connecting material 4, the fastening pitch, the number of fastenings, and the like can be reliably performed at the site.
In the state where the main body 3 and the connecting member 4 are assembled, the connecting member fixing portion 19 is provided on the water upper side of the tail side end portion of the main body 3.
Therefore, when the metal roofing material 1 is fixed to the roof base 24 with the binding material 20, the butt-side fixing portion 8 provided on the butt-side 6 of the main body 3 is passed through the connecting material 4 without making a hole in the binding material 20. It is fixed to the roof base 24 by the fixing force of the binding material 20. Therefore, even if rainwater infiltrates the bottom side 6 of the main body 3, rainwater does not infiltrate from the surface of the roofing material, and excellent waterproof performance can be exhibited.
FIG. 13B is a perspective view of a product in which the main body 3 and the connecting member 4 are assembled, as viewed from the head side 5 of the upper surface 9.
A head side notch 16 is provided on the right side when viewed from the head side 5.
The side end of the notch on the head side is set as a working width positioning reference 17 as a positioning reference for horizontal roofing.
When side-roofing, the head-side notch portion 16 is provided for 14 minutes in the laterally overlapping portion so that the adjacent head-side fixing portions 7 do not interfere with each other in the laterally overlapping portion.
FIG. 13C is an enlarged perspective view of a tail portion 6 in which the main body 3 and the connecting member 4 are assembled.
The connecting member 4 is provided with a connecting member fixing portion 19 which has been subjected to a hole for fastening with the binding member 20.
The tail side 6 of the connecting material 4 has a connecting material working length positioning reference 12 rising vertically from the tail side end of the dimension adjusting portion 11, a connecting material fixing portion 19 for fixing to the roof base 24, and a connecting material working. There is a relay portion that connects the length positioning reference 12 and the connecting member fixing portion 19.
The relay portion of the connecting member 4 is inclined at the same angle as the tail side water return 13 provided on the tail side of the main body 3. With this configuration, when the main body 3 and the connecting member 4 are assembled, the main body 3 can be positioned on either the head side or the buttock side by a padding, and there is an effect that the positional deviation does not occur when the main body 3 is positioned.
In the state where the main body 3 and the connecting member 4 are assembled, the connecting member fixing portion 19 is provided on the water upper side of the tail side end portion of the main body 3.
The butt-side fixing portion 8 provided on the butt-side 6 of the main body 3 is fixed to the roof base 24 via the connecting member 4 by the fixing force of the binding member 20 without making a hole with the binding member 20. Therefore, even if rainwater infiltrates the bottom side 6 of the main body 3, rainwater does not infiltrate from the surface of the roofing material, and excellent waterproof performance can be exhibited.
The connecting member 4 is fixed to the roof base 24, so that the butt-side fixing portion 8 provided on the upper surface 9 of the butt-side 6 of the lower main body 3 is fixed by the dimensional adjusting portion 11 of the connecting member 4, and the upper main body 4 is fixed. The head-side fixing portion 7 of 3 is fixed by the connecting portion 21 of the connecting material, and the lower and upper main bodies 3 are connected by the connecting material 4 and fixed to the roof base 24.
The butt-side water return 13 that raises the butt-side end of the main body 3 is used as a waterproof function as a water return and also as a positioning function as a positioning reference 10 for the working length of the main body.
By hitting the rising part of the tail side water return 13 as the positioning reference 10 for the working length of the main body and the working length positioning reference 12 for the connecting material, positioning can be easily performed without measuring at the construction site. You can.
By setting the length of the dimension adjusting portion 11 for each gradient 34 of the connecting member 4, one type of main body 3 can have a working length dimension L suitable for a plurality of gradients.

図14は実施例による働き長さの水平投影寸法ごとの調整寸法表である。
実施例の寸法調整表における設計モジュールは尺モジュールであり、建物の設計単位寸法Pも尺モジュールであり、1P=910mmである。
図14(a)は金属屋根材1の働き長さの水平投影寸法Lhが四分の一モジュールの227.5mmの時の勾配34ごとの調整寸法表である。
勾配34は2寸勾配から4.5寸勾配までとし、0.5寸勾配ごとに働き長さ寸法Lが記載されている。
2寸勾配から4.5寸勾配の勾配範囲では4.5寸勾配が最も働き長さ寸法Lが長いため、4.5寸勾配を基準として働き長さの水平投影寸法Lhが一定の寸法になるための勾配34ごとの働き長さ寸法Lの調整寸法を記載している。
縦重なり寸法15は任意の全長さ寸法LAを入力することで算出される。
図14(b)は金属屋根材1の働き長さの水平投影寸法Lhが三分の一モジュールの303.3mmの時の勾配34ごとの調整寸法表である。
勾配34は2寸勾配から4.5寸勾配までとし、0.5寸勾配ごとに働き長さ寸法Lが記載されている。
2寸勾配から4.5寸勾配の勾配範囲では4.5寸勾配が最も働き長さ寸法Lが長いため、4.5寸勾配を基準として働き長さの水平投影寸法Lhが一定の寸法になるための勾配34ごとの働き長さ寸法Lの調整寸法を記載している。
縦重なり寸法15は任意の全長さ寸法LAを入力することで算出される。
FIG. 14 is an adjustment dimension table for each horizontal projection dimension of the working length according to the embodiment.
The design module in the dimension adjustment table of the embodiment is a scale module, and the design unit dimension P of the building is also a scale module, and 1P = 910 mm.
FIG. 14A is an adjustment dimension table for each gradient 34 when the horizontal projection dimension Lh of the working length of the metal roofing material 1 is 227.5 mm for a quarter module.
The gradient 34 is from a 2 inch gradient to a 4.5 inch gradient, and the working length dimension L is described for every 0.5 inch gradient.
In the gradient range from 2 inch gradient to 4.5 inch gradient, 4.5 inch gradient has the longest working length dimension L, so the horizontal projection dimension Lh of working length is constant with respect to 4.5 inch gradient. The adjustment dimension of the working length dimension L for each gradient 34 for becoming is described.
The vertical overlap dimension 15 is calculated by inputting an arbitrary total length dimension LA.
FIG. 14B is an adjustment dimension table for each gradient 34 when the horizontal projection dimension Lh of the working length of the metal roofing material 1 is 303.3 mm of the one-third module.
The gradient 34 is from a 2 inch gradient to a 4.5 inch gradient, and the working length dimension L is described for every 0.5 inch gradient.
In the gradient range from 2 inch gradient to 4.5 inch gradient, 4.5 inch gradient has the longest working length dimension L, so the horizontal projection dimension Lh of working length is constant with respect to 4.5 inch gradient. The adjustment dimension of the working length dimension L for each gradient 34 for becoming is described.
The vertical overlap dimension 15 is calculated by inputting an arbitrary total length dimension LA.

図15は実施例による屋根伏せ図への製品配置図及び製品図面である。
図15(a)は勾配34を有する建物の屋根の屋根伏せ図であり、水平投影された図面である。
図15(b)は図13(a)に配置される金属屋根材1の製品図面の平面図と右側面図である。
図15(c)は図13(b)の拡大図であり平面図に幅方向を省略線で省略した図面である。
屋根2は隅棟部26と谷部30のある寄棟屋根とケラバ部27を有する切妻屋根とが混在している寄棟切妻混合屋根における製品配置図である。
建物の設計単位寸法Pは尺モジュールであり、設計単位寸法Pは910mmである。
実施例の金属屋根材1の働き長さの水平投影寸法Lhは、建物の設計単位寸法Pの二分の一の455mmであり、働き幅寸法Wは、働き長さの水平投影寸法Lhの4倍にあたる1820mmであり、金属屋根材1を段葺きする際に、1段ごとに働き長さの水平投影寸法Lh分の455mmだけずらして配置することで屋根端部の屋根材の形状や配置がルール化される。
陸棟部25、隅棟部26、ケラバ部27、三又部28、陸棟曲り部29、谷部30などの屋根面端部に配置する規格化形状屋根材33の形状及び配置をパターン化した屋根2である。
規格化形状屋根材33は、軒先31から見て左側の隅棟部26に配置する隅棟左規格化形状屋根材33a、軒先31から見て右の隅棟部26に配置する隅棟右規格化形状屋根材33b、寄棟三角屋根面の頂部の三又部28に配置する三又規格化形状屋根材33c、桁方向の寸法調整の際に配置する寸法調整規格化形状屋根材33dなどがある。
屋根端部に配置される規格化形状屋根材33は、働き幅寸法Wが金属屋根材1の働き長さの水平投影寸法Lhの整数倍であり、建物の設計単位寸法Pと関連付けられている。
金属屋根材1は本体3と連結材4で構成され、連結材4の断面形状はZ形状となっている。
FIG. 15 is a product layout drawing and a product drawing on the roof plan according to the embodiment.
FIG. 15A is a roof-down view of the roof of a building having a slope 34, which is a horizontally projected drawing.
15 (b) is a plan view and a right side view of a product drawing of the metal roofing material 1 arranged in FIG. 13 (a).
FIG. 15 (c) is an enlarged view of FIG. 13 (b), which is a plan view in which the width direction is omitted by an omitted line.
The roof 2 is a product layout diagram in a hipped gable mixed roof in which a hipped roof having a corner ridge 26 and a valley 30 and a gable roof having a keraba 27 are mixed.
The design unit dimension P of the building is a shaku module, and the design unit dimension P is 910 mm.
The horizontal projection dimension Lh of the working length of the metal roofing material 1 of the embodiment is 455 mm, which is half of the design unit dimension P of the building, and the working width dimension W is four times the horizontal projection dimension Lh of the working length. It is 1820 mm, which corresponds to this, and when the metal roofing material 1 is laid, the shape and arrangement of the roofing material at the roof edge is ruled by arranging the metal roofing material 1 with a shift of 455 mm for the horizontal projection dimension Lh of the working length for each step. Be made.
A roof with a pattern of the shape and arrangement of the standardized roof material 33 to be arranged at the roof surface edges such as the land ridge 25, the corner ridge 26, the keraba 27, the three-pronged 28, the land ridge bend 29, and the valley 30. It is 2.
The standardized shape roofing material 33 is a corner ridge left standardized roofing material 33a arranged in the corner ridge 26 on the left side when viewed from the eaves 31, and a corner ridge right standard arranged in the right corner ridge 26 when viewed from the eaves 31. Shaped roofing material 33b, three-pronged standardized shape roofing material 33c placed on the three-pronged part 28 at the top of the hipped roof triangular roof surface, dimensional adjustment standardized shape roofing material 33d placed when adjusting the dimensions in the girder direction, etc. is there.
The standardized shape roofing material 33 arranged at the roof edge has a working width dimension W which is an integral multiple of the horizontal projection dimension Lh of the working length of the metal roofing material 1 and is associated with the design unit dimension P of the building. ..
The metal roofing material 1 is composed of a main body 3 and a connecting material 4, and the cross-sectional shape of the connecting material 4 is Z-shaped.

本発明は、実施例においては建物の設計単位寸法Pは尺モジュールとしたが、建物の設計単位寸法Pはメーターモジュールでもインチモジュールでも利用できる。 In the present invention, the design unit dimension P of the building is a shaku module in the embodiment, but the design unit dimension P of the building can be used in either a meter module or an inch module.

1 金属屋根材
2 屋根
3 本体
4 連結材
5 頭側
6 尻側
7 頭側固定部
8 尻側固定部
9 上面
10 本体働き長さ位置決め基準
11 寸法調整部
12 連結材働き長さ位置決め基準
13 尻側水返し
14 横重なり寸法
15 縦重なり寸法
16 頭側切り欠き部
17 働き幅位置決め基準
18 頭側固定部側端
19 連結材固定部
20 緊結材
21 連結部
22 頭側固定部折り返し
23 裏面断熱バックアップ材
24 屋根下地
25 陸棟部
26 隅棟部
27 ケラバ部
28 三又部
29 陸棟曲がり部
30 谷部
31 軒先
32 隅棟
33 規格化形状屋根材
33a 隅棟左規格化形状屋根材
33b 隅棟右規格化形状屋根材
33c 三又規格化形状屋根材
33d 寸法調整規格化形状屋根材
34 勾配
A 寸法調整部の長さ
Lh 働き長さの水平投影寸法
L 働き長さ寸法
LA 全長さ寸法
W 働き幅寸法
WA 全幅寸法
P 設計単位寸法
1 Metal roofing material 2 Roof 3 Main body 4 Connecting material 5 Head side 6 Bottom side 7 Head side fixing part 8 Bottom side fixing part 9 Top surface 10 Main body working length positioning standard 11 Dimension adjustment part 12 Connecting material working length positioning standard 13 Bottom Side water return 14 Horizontal overlap size 15 Vertical overlap size 16 Head side notch 17 Working width positioning standard 18 Head side fixing part Side end 19 Connecting material fixing part 20 Tying material 21 Connecting part 22 Head side fixing part folding 23 Back side insulation backup Material 24 Roof base 25 Land ridge 26 Corner ridge 27 Keraba part 28 Three-pronged part 29 Land ridge bend 30 Tani part 31 Eaves 32 Corner ridge 33 Standardized shape Roofing material 33a Corner ridge left Standardized shape Roofing material 33b Corner ridge right standard Shaped roofing material 33c Three-pronged standardized shape Roofing material 33d Dimension adjustment Standardized shape Roofing material 34 Gradient A Length of dimension adjustment part Lh Horizontal projection dimension of working length L Working length dimension LA Total length dimension W Working width dimension WA Overall width dimension P Design unit dimension

Claims (4)

建物の勾配を有する屋根に段葺きで葺かれる横葺き金属屋根材において、前記金属屋根材の働き長さの水平投影寸法が前記建物の設計単位寸法の整数分の一であり、前記金属屋根材の働き幅寸法が前記金属屋根材の前記働き長さの水平投影寸法の二倍以上の整数倍であり、前記金属屋根材は本体と連結材で構成され、前記本体の頭側に頭側固定部を設け、前記本体の尻側に尻側固定部を設け、前記連結材は、前記本体の尻側に設けた本体働き長さ位置決め基準に前記連結材に設けた連結材働き長さ位置決め基準を合わせることで位置決めし、段葺きの際に、下段に位置する前記連結材に上段に位置する前記本体の前記頭側固定部を当て止めし、前記連結材によって下段に位置する前記本体の前記尻側固定部と上段に位置する前記本体の前記頭側固定部とを連結し、連結材固定部と前記尻側固定部を緊結材で屋根下地に固定することで一体化し、前記連結材は寸法調整部を有し、前記金属屋根材の働き長さを前記勾配ごとに可変させるために前記勾配ごとに前記寸法調整部の長さを設定した前記寸法調整部の長さ違いの前記連結材を用意することで、前記金属屋根材の前記働き長さの水平投影寸法を前記建物の前記設計単位寸法の整数分の一とすることを特徴とするモジュール金属屋根材。 In a horizontal roofing metal roofing material that is roofed on a sloped roof of a building, the horizontal projection dimension of the working length of the metal roofing material is an integral fraction of the design unit dimension of the building, and the metal roofing material. The working width dimension of the metal roofing material is an integral multiple of twice or more the horizontal projection dimension of the working length of the metal roofing material, and the metal roofing material is composed of a main body and a connecting material and is fixed to the head side of the main body. A portion is provided, and a tail-side fixing portion is provided on the tail side of the main body, and the connecting material is a connecting material working length positioning reference provided on the connecting material based on the main body working length positioning reference provided on the tail side of the main body. At the time of step roofing, the head-side fixing portion of the main body located in the upper stage is attached to the connecting material located in the lower stage, and the connecting material is used to hold the head-side fixing portion of the main body located in the lower stage. The tail-side fixing portion and the head-side fixing portion of the main body located in the upper stage are connected, and the connecting material fixing portion and the tail-side fixing portion are fixed to the roof base with a binding material to be integrated, and the connecting material is integrated. The connecting member having a dimension adjusting portion and having a different length of the dimension adjusting portion in which the length of the dimension adjusting portion is set for each gradient in order to change the working length of the metal roofing material for each gradient. A modular metal roofing material, characterized in that the horizontal projection dimension of the working length of the metal roofing material is set to an integral fraction of the design unit dimension of the building. 前記本体働き長さ位置決め基準に前記連結材働き長さ位置決め基準を当て止めすることで前記連結材の位置決めを行うことを特徴とする請求項1記載のモジュール金属屋根材。 The module metal roofing material according to claim 1, wherein the connecting member is positioned by applying the connecting member working length positioning reference to the main body working length positioning reference. 前記金属屋根材の尻側に前記本体の一方の側端から他方の側端まで連続して一定高さを有した尻側水返しを設けたことを特徴とする請求項1又は請求項2記載のモジュール金属屋根材。 The first or second aspect of the metal roofing material, wherein a tail-side water return having a constant height is continuously provided from one side end of the main body to the other side end of the metal roofing material. Module metal roofing material. 一方の前記頭側固定部に横重なり寸法と同寸法の頭側切り欠き部を設け、前記頭側切り欠き部側端を働き幅位置決め基準とし、横葺きする際に横隣に葺く前記頭側固定部側端を前記働き幅位置決め基準に合わせることで位置決めを行うことを特徴とする請求項1から請求項3までのいずれか記載のモジュール金属屋根材。 One of the head-side fixing portions is provided with a head-side notch having the same size as the laterally overlapping dimension, and the head-side notch side end is used as a working width positioning reference, and the head that is laid sideways when roofing sideways. The module metal roofing material according to any one of claims 1 to 3, wherein positioning is performed by aligning the side end of the side fixing portion with the working width positioning reference.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6231620U (en) * 1985-08-09 1987-02-25
JPH0886050A (en) * 1994-09-19 1996-04-02 Sekisui Chem Co Ltd Roof covering structure
JP2006265856A (en) * 2005-03-22 2006-10-05 Yodogawa Steel Works Ltd Construction method of horizontally laying roof
JP2008174921A (en) * 2007-01-17 2008-07-31 Ig Kogyo Kk Heat insulating roof material
JP2014190018A (en) * 2013-03-27 2014-10-06 Chu-O Kk Fit connecting structure of horizontal roofing material
JP2017089101A (en) * 2015-11-02 2017-05-25 甍エンジニアリング株式会社 Tile roof structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6231620U (en) * 1985-08-09 1987-02-25
JPH0886050A (en) * 1994-09-19 1996-04-02 Sekisui Chem Co Ltd Roof covering structure
JP2006265856A (en) * 2005-03-22 2006-10-05 Yodogawa Steel Works Ltd Construction method of horizontally laying roof
JP2008174921A (en) * 2007-01-17 2008-07-31 Ig Kogyo Kk Heat insulating roof material
JP2014190018A (en) * 2013-03-27 2014-10-06 Chu-O Kk Fit connecting structure of horizontal roofing material
JP2017089101A (en) * 2015-11-02 2017-05-25 甍エンジニアリング株式会社 Tile roof structure

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