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JP7819841B2 - Roof structure using sheet roofing materials - Google Patents
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JP7819841B2 - Roof structure using sheet roofing materials - Google Patents

Roof structure using sheet roofing materials

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JP7819841B2
JP7819841B2 JP2021201300A JP2021201300A JP7819841B2 JP 7819841 B2 JP7819841 B2 JP 7819841B2 JP 2021201300 A JP2021201300 A JP 2021201300A JP 2021201300 A JP2021201300 A JP 2021201300A JP 7819841 B2 JP7819841 B2 JP 7819841B2
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plate
joint
main body
working length
shaped
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JP2022159979A (en
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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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Description

本発明は、勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造に関するものであり、前記板状屋根材は板状本体とジョイント板からなり、前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、前記ジョイント板には頭側にジョイント固定部を有し、前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、前記板状本体には尻側に本体固定部を有し、前記板状本体には本体働き長さ位置決め基準部を有し、前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置するものである。 The present invention relates to a roof structure of plate-shaped roofing materials installed in multiple stages on the roof of a building with a slope, the plate-shaped roofing material consisting of a plate-shaped main body and a joint plate, the plate-shaped roofing material being arranged so that the side ends of the plate-shaped main body abut in the girder direction, and in the flow direction, the head side of the upper plate-shaped main body is overlapped with the tail side of the lower plate-shaped main body, the joint plate being arranged below the abutting part of the side ends of the plate-shaped main body, the joint plate having a joint fixing part on the head side, the joint plate having a working length positioning protrusion protruding from the upper surface side, the plate-shaped main body having a main body fixing part on the tail side, and the plate-shaped main body having a main body working length positioning reference part, the joint fixing part being positioned above the main body fixing part, and the joint fixing part and the main body fixing part being simultaneously fastened to the roof substrate with a fastening material to form the plate-shaped roofing material as a single unit. The design unit dimensions of the building and the horizontal projection dimension of the working width or working length of the plate-like body are in an integer ratio relationship, and the working width dimension and the horizontal projection dimension of the working length are in an integer ratio relationship. The joint fixing portions are provided on the joint plates at positions for each gradient so that the working length dimension of the plate-like body is the set dimension for each gradient. The set dimension for the working length dimension for each gradient is the horizontal projection dimension of the working length multiplied by the gradient elongation rate of the gradient. When laying in steps, the specified working length for each gradient is determined by abutting and fastening the main body working length positioning reference portion of the plate-like body of the upper tier to the working length positioning protrusion of the joint plate fixed to the plate-like body of the lower tier. Standardized shape roofing materials are then placed on all roof edges, including the ridge, corner ridge, eaves, trident, valley, and offset ridge sections.

従来技術の特許文献1には、実公平8-6907号の屋根構造がある。この特許文献は、板状の屋根材の天然石からなる屋根板の配設構造に関するものである。
板状の屋根材の天然石からなる屋根板の配設構造として、屋根面に複数載置される屋根板と、断面L字状をなし上面に流水溝を有するジョイント板と、これら屋根板およびジョイント板を屋根面に固定する釘と、両面接着テープと、から構成し、前記屋根板は、水平方向において側端部同士を当接するように配置され、前記ジョイント板は各屋根板同士の前記当接部分の下面にL字状の立上り部分が屋根板の上端と係合するように配設され、前記釘は屋根板の上方両縁部に屋根板およびジョイント板を屋根面に固定するように打ち込まれ、前記両面接着テープは、前記各釘の上面を覆うように、釘に沿って水平に貼着するようにして屋根の水平方向における一列を構成し、この水平方向における一列を、屋根面の下方から上方にかけて、前列の両面接着テープ部分に、屋根板およびジョイント板の下方端が重合するように複数列設ける提案がされている。
Prior art includes the roof structure of Japanese Utility Model Publication No. 8-6907, which relates to an arrangement structure of roof panels made of natural stone, a plate-shaped roofing material.
The proposed structure for arranging roof panels made of natural stone, a plate-shaped roofing material, comprises multiple roof panels placed on the roof surface, joint panels with an L-shaped cross section and a drainage groove on their upper surface, nails for securing the roof panels and joint panels to the roof surface, and double-sided adhesive tape. The roof panels are arranged so that their side ends abut horizontally, and the joint panels are arranged so that their L-shaped rising portions engage with the upper ends of the roof panels on the undersides of the abutting parts of the roof panels. The nails are driven into both upper edges of the roof panels to secure the roof panels and joint panels to the roof surface. The double-sided adhesive tape is attached horizontally along the nails, covering the upper surfaces of the nails, to form a horizontal row on the roof. This horizontal row is arranged in multiple rows from the bottom to the top of the roof surface, with the lower ends of the roof panels and joint panels overlapping with the double-sided adhesive tape of the previous row.

実公平8-6907号公報Publication No. 8-6907

特許文献1では板状の屋根材の天然石からなる屋根板の配設構造に関するものであり、屋根面に複数載置される屋根板と、断面L字状をなし上面に流水溝を有するジョイント板と、これら屋根板およびジョイント板を屋根面に固定する釘と、両面接着テープと、から構成し、前記屋根板は、水平方向において側端部同士を当接するように配置され、前記ジョイント板は各屋根板同士の前記当接部分の下面にL字状の立上り部分が屋根板の上端と係合するように配設され、前記釘は屋根板の上方両縁部に屋根板およびジョイント板を屋根面に固定するように打ち込まれ、前記両面接着テープは、前記各釘の上面を覆うように、釘に沿って水平に貼着するようにして屋根の水平方向における一列を構成し、この水平方向における一列を、屋根面の下方から上方にかけて、前列の両面接着テープ部分に、屋根板およびジョイント板の下方端が重合するように複数列設けることを特徴とするものである。
この構成により、各屋根板間の当接部から侵入する雨水が屋根面に到達することを防止するようにして、屋根板の三枚重ねを不用とすることにより屋根板枚数を減少させるとともに、従来の天然石からなる屋根板の三枚重ね部における厚み不均一を解消し、両面接着テープにより釘目をシールして防水性を向上させる一方、屋根板の亀裂等から生じる屋根板の落下を防止するという効果を発揮する。
Patent Document 1 relates to an arrangement structure for roof panels made of plate-shaped natural stone roofing material, and is composed of multiple roof panels placed on the roof surface, joint panels with L-shaped cross sections and drainage grooves on their upper surfaces, nails for fixing these roof panels and joint panels to the roof surface, and double-sided adhesive tape.The roof panels are arranged so that their side ends abut horizontally, and the joint panels are arranged so that their L-shaped raised parts engage with the upper ends of the roof panels on the undersides of the abutting parts of each roof panel, and the nails are driven into both upper edges of the roof panels to fix the roof panels and joint panels to the roof surface.The double-sided adhesive tape is attached horizontally along the nails so as to cover the upper surfaces of each nail, forming a horizontal row on the roof, and this horizontal row is arranged in multiple rows from the bottom to the top of the roof surface so that the lower ends of the roof panels and joint panels overlap with the double-sided adhesive tape part of the front row.
This configuration prevents rainwater seeping in from the contact points between the roof panels from reaching the roof surface, eliminates the need for three layers of roof panels, thereby reducing the number of roof panels, eliminates the uneven thickness at the three-layered sections of roof panels made of conventional natural stone, seals nail joints with double-sided adhesive tape to improve waterproofing, and prevents roof panels from falling off due to cracks in the roof panels, etc.

しかし、特許文献1の板状の屋根材の天然石からなる屋根板の配設構造では、屋根材を敷設する際に、規定の働き長さ寸法を屋根上で測定し、測定箇所間を墨打ちし、屋根材の尻端部を墨に合わせて緊結材で留め付けるため、施工に手間が掛かったり、屋根材を留め付けた際の働き長さ寸法がばらつきやすく、防水性能が安定しないという課題があった。 However, in the arrangement structure of the natural stone roofing sheet material in Patent Document 1, when laying the roofing material, the specified working length dimension is measured on the roof, the intervals between the measurements are marked, and the butt end of the roofing material is aligned with the marked lines and fastened with fastening material, which poses problems such as time-consuming installation and a tendency for the working length dimension to vary when the roofing material is fastened, resulting in unstable waterproofing performance.

本発明は、勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造に関するものであり、前記板状屋根材は板状本体とジョイント板からなり、前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、前記ジョイント板には頭側にジョイント固定部を有し、前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、前記板状本体には尻側に本体固定部を有し、前記板状本体には本体働き長さ位置決め基準部を有し、前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置する板状屋根材における屋根構造を提供する。 The present invention relates to a roof structure of plate-shaped roofing materials installed in multiple stages on the roof of a sloped building, the plate-shaped roofing material consisting of a plate-shaped main body and a joint plate, the plate-shaped roofing material being arranged so that the side ends of the plate-shaped main body abut in the girder direction, and in the flow direction, the head side of the upper plate-shaped main body is overlapped with the tail side of the lower plate-shaped main body, the joint plate being provided below the abutting part of the side ends of the plate-shaped main body, the joint plate having a joint fixing part on the head side, the joint plate having a working length positioning protrusion protruding from the upper surface side, the plate-shaped main body having a main body fixing part on the tail side, the plate-shaped main body having a main body working length positioning reference part, the joint fixing part being positioned above the main body fixing part, and the joint fixing part and the main body fixing part being fastened to the roof substrate simultaneously with a fastening material to form an integrated plate-shaped roofing material, the building The design unit dimensions of the object and the horizontal projection dimension of the working width or working length of the plate-shaped body are in an integer ratio relationship, and the working width dimension and the horizontal projection dimension of the working length are in an integer ratio relationship. The joint fixing portions are provided on the joint plates at positions for each gradient so that the working length dimension of the plate-shaped body is the set dimension for each gradient. The set dimension for the working length dimension for each gradient is the horizontal projection dimension of the working length multiplied by the gradient elongation rate of the gradient. When laying in steps, the specified working length for each gradient is determined by abutting and fastening the main body working length positioning reference portion of the plate-shaped body of the upper tier against the working length positioning protrusion of the joint plate fixed to the plate-shaped body of the lower tier. This provides a roof structure using plate-shaped roofing materials in which standardized-shape roofing materials are placed at all roof edges, including the ridge, corner ridge, eaves, trident, valley, and ridge offset.

請求項1記載の本発明の板状屋根材における屋根構造は、勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造において、前記板状屋根材は板状本体とジョイント板からなり、前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、前記ジョイント板には頭側にジョイント固定部を有し、前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、前記板状本体には尻側に本体固定部を有し、前記板状本体には本体働き長さ位置決め基準部を有し、前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置することを特徴とする。 The roof structure of the plate roofing material of the present invention described in claim 1 is a roof structure of plate roofing materials installed in multiple stages on a sloped roof of a building, the plate roofing material comprising a plate-shaped main body and a joint plate, the plate roofing materials are arranged so that the side ends of the plate-shaped main body abut in the girder direction, and in the flow direction, the head side of the plate-shaped main body of the upper stage overlaps the tail side of the plate-shaped main body of the lower stage, the joint plate is provided below the abutting part of the side ends of the plate-shaped main body, the joint plate has a joint fixing part on the head side, the joint plate has a working length positioning protrusion protruding from the upper surface side, the plate-shaped main body has a main body fixing part on the tail side, and the plate-shaped main body has a main body working length positioning reference part, the joint fixing part is positioned above the main body fixing part, and the joint fixing part and the main body fixing part are simultaneously fastened to the roof substrate with a fastening material, thereby forming the plate roof structure. The roof is integrated as a base material, and the design unit dimensions of the building and the horizontal projection dimension of the working width or working length of the plate-like body are in an integer ratio relationship, and the working width dimension and the horizontal projection dimension of the working length are in an integer ratio relationship. The joint fixing parts are provided on the joint plates at positions for each gradient so that the working length dimension of the plate-like body is the set dimension for each gradient. The set dimension for the working length dimension for each gradient is the horizontal projection dimension of the working length multiplied by the gradient elongation rate of the gradient. When laying in steps, the specified working length for each gradient is determined by abutting and fastening the main body working length positioning reference part of the plate-like body of the upper tier against the working length positioning protrusion of the joint plate fixed to the plate-like body of the lower tier. Standardized shape roofing materials are placed on all roof edges, including the ridge, corner ridge, eaves, trident, valley, and ridge offset.

請求項2記載の本発明は、請求項1に記載の板状屋根材における屋根構造において、前記ジョイント板は頭―尻方向で線状の止水凸部を有し、前記ジョイント固定部は前記止水凸部の外側に設けた外側平面部の頭側に設けたことを特徴とする。 The present invention described in claim 2 is a roof structure using the plate-shaped roofing material described in claim 1, characterized in that the joint plates have linear water-stopping protrusions in the head-to-tail direction, and the joint fixing portion is provided on the head side of the outer flat portion provided outside the water-stopping protrusions.

請求項3記載の本発明は、請求項2に記載の板状屋根材における屋根構造において、前記ジョイント固定部は、前記外側平面部の両側の頭側に設けたことを特徴とする。 The present invention as set forth in claim 3 is characterized in that in the roof structure using the plate-shaped roofing material as set forth in claim 2 , the joint fixing portions are provided on the head side on both sides of the outer flat surface portion.

請求項4記載の本発明は、請求項2記載の板状屋根材における屋根構造において、前記ジョイント板は前記外側平面部の尻側にずれ止め穴を有し、段葺きの際に上段の前記板状本体の前記本体固定部から固定する前記固定緊結材が下段の前記ジョイント板の前記ずれ止め穴を貫通することを特徴とする。 The present invention described in claim 4 is characterized in that, in the roof structure using the plate-shaped roofing material described in claim 2 , the joint plate has a slip-prevention hole on the rear side of the outer flat portion, and when laying in stages, the fixing fastener fixed from the main body fixing portion of the upper stage plate-shaped main body passes through the slip-prevention hole of the lower stage joint plate.

請求項5記載の本発明は、請求項1記載の板状屋根材における屋根構造において、前記働き長さ位置決め突部は前記ジョイント板の尻側に設けたジョイント水返し部と兼用し、前記本体働き長さ位置決め基準部は前記板状本体の尻端部とすることを特徴とする。 The present invention described in claim 5 is characterized in that, in the roof structure using the plate-shaped roofing material described in claim 1 , the working length positioning protrusion is also used as a joint water return portion provided on the rear side of the joint plate, and the main body working length positioning reference portion is the rear end portion of the plate-shaped main body.

請求項6記載の本発明は、請求項2記載の板状屋根材における屋根構造において、前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部の頭端部に設け、前記本体働き長さ位置決め基準部を前記板状本体の頭端部に設けたことを特徴とする。 The present invention described in claim 6 is characterized in that, in the roof structure using the plate-shaped roofing material described in claim 2 , the working length positioning protrusion is provided at the head end of the outer flat surface of the joint plate, and the main body working length positioning reference portion is provided at the head end of the plate-shaped main body.

請求項7記載の本発明は、請求項6に記載の板状屋根材における屋根構造において、前記外側平面部の頭端部に設けた前記働き長さ位置決め突部の上端から前記外側平面部の上面側に延出した本体頭側押さえ部を設け、段葺きの際に上段の前記板状本体の頭側が前記本体頭側押さえ部の下方に差し込まれることを特徴とする。 The present invention described in claim 7 is characterized in that, in the roof structure using the plate-shaped roofing material described in claim 6, a main body head-side retainer is provided that extends from the upper end of the working length positioning protrusion provided on the head end of the outer flat portion to the upper surface side of the outer flat portion, and when laying in stages, the head side of the upper stage plate-shaped main body is inserted below the main body head-side retainer.

請求項8記載の本発明は、請求項2記載の板状屋根材における屋根構造において、前記板状本体の側端部下面にジョイント部重なり切り欠きを設け、前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部に設け、前記板状本体の前記ジョイント部重なり切り欠きの下面に突出した前記本体働き長さ位置決め基準部を設け、前記働き長さ位置決め突部が前記本体働き長さ位置決め基準部よりも頭側で前記本体働き長さ位置決め基準部と当接することを特徴とする。 The present invention described in claim 8 is characterized in that, in the roof structure using the plate-shaped roofing material described in claim 2 , a joint portion overlap notch is provided on the underside of the side end of the plate-shaped main body, the working length positioning protrusion is provided on the outer flat surface of the joint plate, the main body working length positioning reference portion is provided protruding from the underside of the joint portion overlap notch of the plate-shaped main body, and the working length positioning protrusion abuts the main body working length positioning reference portion on the head side of the main body working length positioning reference portion.

請求項9記載の本発明は、請求項1記載の板状屋根材における屋根構造において、前記ジョイント板に前記勾配ごとの位置に設けた前記ジョイント固定部を複数箇所設けたことを特徴とする。 The present invention as set forth in claim 9 is characterized in that in the roof structure using the plate-shaped roofing material as set forth in claim 1 , the joint plate is provided with a plurality of joint fixing portions at positions corresponding to each of the slopes.

本発明によれば、勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造において、前記板状屋根材は板状本体とジョイント板からなり、前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、前記ジョイント板には頭側にジョイント固定部を有し、前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、前記板状本体には尻側に本体固定部を有し、前記板状本体には本体働き長さ位置決め基準部を有し、前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置することが出来る。
本発明の板状屋根材は、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで、屋根上で働き長さ寸法を測定することなく、簡易でかつ正確に規定の働き長さ寸法で施工することが出来る。
前記板状屋根材における流れ方向の防水性は、流れ方向の重なり寸法が重要なファクターになるため、規定の働き長さ寸法で正確に施工することが製品本来の防水性能を発揮することに繋がる。
従来技術で規定の働き長さ寸法で正確に施工するためには、屋根上で働き長さ寸法を誤差なく測定し、測定した罫書き箇所を目印に桁方向に墨を打ち、その墨に合わせながらビス等の緊結材で留め付けるという煩雑な作業工程を行う必要があった。
しかし、本発明ではジョイント固定部の位置と働き長さ位置決め突部までの距離と本体固定部と本体働き長さ位置決め基準部までの距離を製品仕様に落とし込み、前記ジョイント固定部を前記本体固定部の上に位置を合わせることで、屋根上での働き長さ寸法の測定や罫書き作業、墨打ち作業、墨に板状本体を位置決めする作業など、煩雑な作業工程を行わなくても確実でかつ簡単に規定の働き長さ寸法で施工出来る。
その結果、板状屋根材は、取り付けの施工性が向上し、かつ、ばらつきが少ない安定した防水性能を発揮することが出来る。
また、本発明ではジョイント板の取り付けと板状本体の取り付けを固定緊結材で同時に留め付けられるため、個別で固定する手間が削減出来、固定における施工性を向上させることが出来る。
従来技術におけるジョイント板の固定箇所はジョイント板の尻側だったのに対し、本発明ではジョイント板の固定箇所であるジョイント固定部をジョイント板の頭側に設け、ジョイント固定部を緊結材で屋根下地に固定しているので、台風などの強風でも頭側からの吹き上げ力に対する固定力が強く、ジョイント板を飛散させることなく屋根下地に固定することが出来る。
さらに、屋根端部に配置する屋根材形状をルール化することが出来るため、現場で屋根材を加工せずに、あらかじめ準備した規格化形状屋根材を陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に配置することが出来る。現場で屋根材の加工が無くなることで、施工が簡単になり、熟練した職人の技能が不要となり、施工現場における生産性が大幅に向上する。
屋根端部に施工する規格化形状屋根材は、前記板状屋根材をプレカット加工によって生産する場合、ジョイント板の無い状態の板状本体を切断加工するため切断がしやすく加工性が良くなる。
前記ジョイント板に前記ジョイント固定部を勾配ごとに設けることで、板状本体の製品設計を変えることなく、勾配毎の位置にジョイント固定部を設けたジョイント板を用意するだけで、働き長さの水平投影寸法を働き幅寸法の整数比となるように働き長さ寸法を勾配毎に可変させることが出来る。
According to the present invention, in a roof structure of plate-shaped roofing materials to be installed in multiple stages on the roof of a building with a slope, the plate-shaped roofing materials are composed of plate-shaped main bodies and joint plates, the plate-shaped roofing materials are arranged so that the side ends of the plate-shaped main bodies abut in the girder direction, and in the flow direction, the head side of the plate-shaped main body of the upper stage is overlapped with the tail side of the plate-shaped main body of the lower stage, the joint plates are provided below the abutting parts of the side ends of the plate-shaped main bodies, the joint plates have joint fixing parts on the head side, the joint plates have working length positioning protrusions that protrude on the upper surface side, the plate-shaped main bodies have main body fixing parts on the tail side, and the plate-shaped main bodies have main body working length positioning reference parts, the joint fixing parts are positioned above the main body fixing parts, and the joint fixing parts and the main body fixing parts are fastened to the roof substrate simultaneously with fastening materials to form the plate-shaped roofing material. The design unit dimensions of the building and the horizontal projection dimension of the working width dimension or working length of the plate-like body are in an integer ratio relationship, and the working width dimension and the horizontal projection dimension of the working length are in an integer ratio relationship, and the joint fixing portion is provided on the joint plate at a position for each gradient so that the working length dimension of the plate-like body becomes the set dimension for each gradient, and the set dimension for each gradient of the working length dimension is the horizontal projection dimension of the working length multiplied by the gradient elongation rate of the gradient, and when roofing in steps, the specified working length for each gradient is determined by abutting and fastening the main body working length positioning reference portion of the plate-like body of the upper tier against the working length positioning protrusion of the joint plate fixed to the plate-like body of the lower tier, and standardized shape roofing materials can be placed on all roof edges such as the ridge ridge, corner ridge, eaves, trident, valley, and ridge offset.
When laying in stages, the plate-shaped roofing material of the present invention can be installed easily and accurately with the specified working length dimension without having to measure the working length dimension on the roof by abutting and securing the main body working length positioning reference portion of the upper plate-shaped main body against the working length positioning protrusion of the joint plate fixed to the lower plate-shaped main body.
The waterproofing in the flow direction of the plate-shaped roofing material is determined by the overlap dimension in the flow direction, so accurate installation using the specified working length dimension will enable the product to exhibit its inherent waterproofing performance.
In order to accurately carry out construction using the specified working length dimensions using conventional technology, it was necessary to carry out a complicated process of measuring the working length dimensions on the roof without error, marking the measured line with ink in the direction of the beam, and then fastening the work with fastening materials such as screws while aligning them with the markings.
However, in the present invention, the position of the joint fixing part, the distance to the working length positioning protrusion, and the distance between the main body fixing part and the main body working length positioning reference part are incorporated into the product specifications, and by aligning the joint fixing part on top of the main body fixing part, construction can be carried out reliably and easily with the specified working length dimensions without having to perform complicated work processes such as measuring the working length dimensions on the roof, drawing lines, marking out, and positioning the plate-shaped main body relative to the markings.
As a result, the sheet roofing material has improved installation workability and can exhibit stable waterproof performance with little variation.
Furthermore, in the present invention, the joint plate and the plate-shaped body can be attached simultaneously using fastening material, which reduces the effort required to fasten them individually and improves the ease of installation.
In conventional technology, the joint plate was fixed at the tail end of the joint plate, but in this invention, the joint fixing part, which is the fixing point of the joint plate, is located at the head end of the joint plate and is fixed to the roof underlayment with a fastening material, so that even in strong winds such as typhoons, the fixing force from the head end is strong and the joint plate can be fixed to the roof underlayment without being blown away.
Furthermore, because it is possible to standardize the shape of the roofing material to be placed on the roof edge, it is possible to place pre-prepared standardized roofing materials on all roof edges, including the ridge, corner ridge, eaves, trifle, valley, and uneven ridge, without having to process the roofing material on site. By eliminating the need to process the roofing material on site, construction is simplified, the skills of experienced craftsmen are no longer required, and productivity at the construction site is greatly improved.
When the standardized roofing material to be applied to the roof edge is produced by pre-cutting the plate-shaped roofing material, the plate body without any joint plates is cut, making it easier to cut and more workable.
By providing the joint fixing portion on the joint plate for each gradient, the working length dimension can be varied for each gradient without changing the product design of the plate-shaped body, simply by preparing a joint plate with a joint fixing portion at a position for each gradient, so that the horizontal projection dimension of the working length is an integer ratio of the working width dimension.

本発明の実施例による板状本体の製品図面Product drawing of a plate-shaped body according to an embodiment of the present invention 本発明の実施例によるジョイント板の製品図面Product drawing of a joint plate according to an embodiment of the present invention 本発明の実施例による板状本体及びジョイント板の斜視図1 is a perspective view of a plate-shaped main body and a joint plate according to an embodiment of the present invention; 本発明の実施例による板状屋根材の屋根伏せ図Roof covering diagram of sheet roofing material according to an embodiment of the present invention 本発明の実施例による板状屋根材の屋根伏せ図及び3寸勾配の施工断面図A cross-sectional view of the roof framing and 3-inch slope of a sheet roofing material according to an embodiment of the present invention 本発明の実施例による板状屋根材の屋根伏せ図及び5寸勾配の施工断面図A cross-sectional view of the roof framing and 5-inch slope of a sheet roofing material according to an embodiment of the present invention 本発明の他の実施例によるジョイント板の製品図面Product drawing of a joint plate according to another embodiment of the present invention 本発明の他の実施例によるジョイント板の製品図面Product drawing of a joint plate according to another embodiment of the present invention 本発明の他の実施例による板状屋根材の屋根伏せ図及び施工断面図1 is a cross-sectional view of a roofing sheet material according to another embodiment of the present invention; 本発明の他の実施例による板状屋根材の屋根伏せ図及び施工断面図1 is a cross-sectional view of a roofing sheet material according to another embodiment of the present invention; 本発明の他の実施例による板状本体の製品図面Product drawing of a plate-shaped body according to another embodiment of the present invention 本発明の他の実施例によるジョイント板の製品図面Product drawing of a joint plate according to another embodiment of the present invention 本発明の他の実施例による板状屋根材の屋根伏せ図及び施工断面図1 is a cross-sectional view of a roofing sheet material according to another embodiment of the present invention; 本発明の実施例による板状屋根材の寄棟切妻混合屋根での屋根伏せ図Roofing diagram of a gabled hip roof using sheet roofing materials according to an embodiment of the present invention

本発明の第1の実施の形態における板状屋根材における屋根構造は、勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造において、前記板状屋根材は板状本体とジョイント板からなり、前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、前記ジョイント板には頭側にジョイント固定部を有し、前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、前記板状本体には尻側に本体固定部を有し、前記板状本体には本体働き長さ位置決め基準部を有し、前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置する事とするものである。
本実施の形態によれば、段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで、屋根上で働き長さ寸法を測定することなく、簡易でかつ正確に規定の働き長さ寸法で施工することが出来る。
前記板状屋根材における流れ方向の防水性は、流れ方向の重なり寸法が重要なファクターになるため、規定の働き長さ寸法で正確に施工することが製品本来の防水性能を発揮することに繋がる。
従来技術で規定の働き長さ寸法で正確に施工するためには、屋根上で働き長さ寸法を誤差なく測定し、測定した罫書き箇所を目印に桁方向に墨を打ち、その墨に合わせながらビス等の緊結材で留め付けるという煩雑な作業工程を行う必要があった。
しかし、本発明ではジョイント固定部の位置と働き長さ位置決め突部までの距離と本体固定部と本体働き長さ位置決め基準部までの距離を製品仕様に落とし込み、前記ジョイント固定部を前記本体固定部の上に位置を合わせることで、屋根上での働き長さ寸法の測定や罫書き作業、墨打ち作業、墨に板状本体を位置決めする作業など、煩雑な作業工程を行わなくても確実でかつ簡単に規定の働き長さ寸法で施工出来る。
その結果、板状屋根材は、取り付けの施工性が向上し、かつ、ばらつきが少ない安定した防水性能を発揮することが出来る。
また、本発明ではジョイント板の取り付けと板状本体の取り付けを固定緊結材で同時に留め付けられるため、個別で固定する手間が削減出来、固定における施工性を向上させることが出来る。
従来技術におけるジョイント板の固定箇所はジョイント板の尻側だったのに対し、本発明ではジョイント板の固定箇所であるジョイント固定部をジョイント板の頭側に設け、ジョイント固定部を緊結材で屋根下地に固定しているので、台風などの強風でも頭側からの吹き上げ力に対する固定力が強く、ジョイント板を飛散させることなく屋根下地に固定することが出来る。
さらに、屋根端部に配置する屋根材形状をルール化することが出来るため、現場で屋根材を加工せずに、あらかじめ準備した規格化形状屋根材を陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に配置することが出来る。現場で屋根材の加工が無くなることで、施工が簡単になり、熟練した職人の技能が不要となり、施工現場における生産性が大幅に向上する。
屋根端部に施工する規格化形状屋根材は、前記板状屋根材をプレカット加工によって生産する場合、ジョイント板の無い状態の板状本体を切断加工するため切断がしやすく加工性が良くなる。
前記ジョイント板に前記ジョイント固定部を勾配ごとに設けることで、板状本体の製品設計を変えることなく、勾配毎の位置にジョイント固定部を設けたジョイント板を用意するだけで、働き長さの水平投影寸法を働き幅寸法の整数比となるように働き長さ寸法を勾配毎に可変させることが出来る。
The roof structure of the plate roofing material in the first embodiment of the present invention is a roof structure of plate roofing materials installed in multiple stages on the roof of a building with a slope, the plate roofing material consists of a plate-shaped main body and a joint plate, the plate-shaped roofing materials are arranged so that the side ends of the plate-shaped main body abut in the girder direction, and in the flow direction, the head side of the plate-shaped main body of the upper stage is overlapped on the tail side of the plate-shaped main body of the lower stage, the joint plate is provided below the abutting part of the side end of the plate-shaped main body, the joint plate has a joint fixing part on the head side, the joint plate has a working length positioning protrusion protruding on the upper surface side, the plate-shaped main body has a main body fixing part on the tail side, and the plate-shaped main body has a main body working length positioning reference part, the joint fixing part is positioned on the main body fixing part, and the joint fixing part and the main body fixing part are fastened to the roof substrate at the same time with a fastening material, and the joint fixing portions are provided on the joint plates at positions for each gradient so that the working length dimension of the plate-like body is the set dimension for each gradient, and the set dimension for the working length dimension for each gradient is the horizontal projection dimension of the working length multiplied by the gradient elongation rate of the gradient, and when laying in steps, the specified working length for each gradient is determined by abutting and fastening the main body working length positioning reference portion of the plate-like body of the upper tier to the working length positioning protrusion of the joint plate fixed to the plate-like body of the lower tier, and standardized shape roofing materials are placed on all roof edges such as the ridge ridge, corner ridge, eaves, trident, valley, and offset ridge portions.
According to this embodiment, when laying in stages, the working length positioning reference portion of the upper plate-shaped body is abutted against the working length positioning protrusion of the joint plate fixed to the lower plate-shaped body, thereby making it possible to easily and accurately carry out construction with the specified working length dimension without having to measure the working length dimension on the roof.
The waterproofing in the flow direction of the plate-shaped roofing material is determined by the overlap dimension in the flow direction, so accurate installation using the specified working length dimension will enable the product to exhibit its inherent waterproofing performance.
In order to accurately carry out construction using the specified working length dimensions using conventional technology, it was necessary to carry out a complicated process of measuring the working length dimensions on the roof without error, marking the measured line with ink in the direction of the beam, and then fastening the work with fastening materials such as screws while aligning them with the markings.
However, in the present invention, the position of the joint fixing part, the distance to the working length positioning protrusion, and the distance between the main body fixing part and the main body working length positioning reference part are incorporated into the product specifications, and by aligning the joint fixing part on top of the main body fixing part, construction can be carried out reliably and easily with the specified working length dimensions without having to perform complicated work processes such as measuring the working length dimensions on the roof, drawing lines, marking out, and positioning the plate-shaped main body relative to the markings.
As a result, the sheet roofing material has improved installation workability and can exhibit stable waterproof performance with little variation.
Furthermore, in the present invention, the joint plate and the plate-shaped body can be attached simultaneously using fastening material, which reduces the effort required to fasten them individually and improves the ease of installation.
In conventional technology, the joint plate was fixed at the tail end of the joint plate, but in this invention, the joint fixing part, which is the fixing point of the joint plate, is located at the head end of the joint plate and is fixed to the roof underlayment with a fastening material, so that even in strong winds such as typhoons, the fixing force from the head end is strong and the joint plate can be fixed to the roof underlayment without being blown away.
Furthermore, because it is possible to standardize the shape of the roofing material to be placed on the roof edge, it is possible to place pre-prepared standardized roofing materials on all roof edges, including the ridge, corner ridge, eaves, trifle, valley, and uneven ridge, without having to process the roofing material on site. By eliminating the need to process the roofing material on site, construction is simplified, the skills of experienced craftsmen are no longer required, and productivity at the construction site is greatly improved.
When the standardized roofing material to be applied to the roof edge is produced by pre-cutting the plate-shaped roofing material, the plate body without any joint plates is cut, making it easier to cut and more workable.
By providing the joint fixing portion on the joint plate for each gradient, the working length dimension can be varied for each gradient without changing the product design of the plate-shaped body, simply by preparing a joint plate with a joint fixing portion at a position for each gradient, so that the horizontal projection dimension of the working length is an integer ratio of the working width dimension.

本発明の第2の実施の形態は、第1の実施の形態による板状屋根材における屋根構造において、前記ジョイント板は頭―尻方向で線状の止水凸部を有し、前記ジョイント固定部は前記止水凸部の外側に設けた外側平面部の頭側に設けたものである。
本実施の形態によれば、屋根へ板状屋根材を施工した際に、板状本体の側端部を当接させた部分から入った雨水を側端部の当接部の下方に配置したジョイント板で受け、ジョイント板上で桁方向に広がる雨水を頭―尻方向で線状の止水凸部で止めることでジョイント固定部への雨水の浸入を防ぐことが出来る。
The second embodiment of the present invention is a roof structure using a plate-shaped roofing material according to the first embodiment, in which the joint plate has a linear water-stopping convex portion in the head-to-tail direction, and the joint fixing portion is provided on the head side of the outer flat portion provided outside the water-stopping convex portion.
According to this embodiment, when a plate-shaped roofing material is installed on a roof, rainwater that enters through the area where the side ends of the plate-shaped body abut is received by a joint plate positioned below the abutting part of the side ends, and rainwater that spreads in the direction of the beam on the joint plate is stopped by a linear water-stopping protrusion in the head-to-tail direction, thereby preventing rainwater from entering the joint fixing part.

本発明の第3の実施の形態は、第2の実施の形態による板状屋根材における屋根構造において、前記ジョイント固定部は、前記外側平面部の両側の頭側に設けたものである。
本実施の形態によれば、ジョイント固定部を前記外側平面部の両側の頭側に設けることで、屋根の流れ方向に対し平行でかつ、板状本体の桁方向に対し直交してジョイント板を固定出来るので、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めした際に、下段の板状本体と上段の板状本体の平行度のずれを抑えることが出来る。
A third embodiment of the present invention is a roof structure using a plate-shaped roofing material according to the second embodiment, in which the joint fixing portions are provided on the head side on both sides of the outer flat surface portion.
According to this embodiment, by providing the joint fixing portion on the head side on both sides of the outer flat surface portion, the joint plate can be fixed parallel to the flow direction of the roof and perpendicular to the girder direction of the plate-like body, so that when the body working length positioning reference portion of the upper plate-like body is abutted and fixed against the working length positioning protrusion of the joint plate fixed to the lower plate-like body, deviation in the parallelism between the lower plate-like body and the upper plate-like body can be suppressed.

本発明の第4の実施の形態は、第2の実施の形態による板状屋根材における屋根構造において、前記ジョイント板は前記外側平面部の尻側にずれ止め穴を有し、段葺きの際に上段の前記板状本体の前記本体固定部から固定する前記固定緊結材が下段の前記ジョイント板の前記ずれ止め穴を貫通するものである。
本実施の形態によれば、本体固定部を固定する固定緊結材がジョイント板に設けたずれ止め穴に貫通して屋根下地材に固定されるため、施工後のジョイント板のずれが無くなり、ジョイント板の流れ方向における平行度のずれが抑えられ、段葺きにおける板状本体の平行度のずれを抑えることが出来る。
In the fourth embodiment of the present invention, in a roof structure using plate-shaped roofing materials according to the second embodiment, the joint plate has a slip-prevention hole at the rear end of the outer flat portion, and when roofing in stages, the fixing fastener fixed from the main body fixing portion of the upper stage plate-shaped main body passes through the slip-prevention hole of the lower stage joint plate.
According to this embodiment, the fixing fastening material that fixes the main body fixing part penetrates the slip-prevention holes provided in the joint plate and is fixed to the roof underlayment material, so that the joint plate does not slip after construction, the deviation in parallelism of the joint plate in the flow direction is suppressed, and the deviation in parallelism of the plate-shaped main body in stepped roofing can be suppressed.

本発明の第5の実施の形態は、第1の実施の形態による板状屋根材における屋根構造において、前記働き長さ位置決め突部は前記ジョイント板の尻側に設けたジョイント水返し部と兼用し、前記本体働き長さ位置決め基準部は前記板状本体の尻端部とするものである。
本実施の形態によれば、前記尻端部をジョイント水返し部に当て止めすることで測定や墨打ちなどの作業を行わずに規定の働き長さ寸法で施工することが出来る。
また、施工の際に働き長さ位置決め突部のジョイント水返し部も本体働き長さ位置決め基準部の尻端部も流れ方向の重なり部に位置するため表面に露出せず、意匠性に優れている。
さらに、働き長さ位置決め突部をジョイント水返し部で兼用することで防水性能だけでなく施工性能にも寄与することが出来る。
In the fifth embodiment of the present invention, in a roof structure using a plate-shaped roofing material according to the first embodiment, the working length positioning protrusion is also used as a joint water return portion provided on the rear side of the joint plate, and the main body working length positioning reference portion is the rear end portion of the plate-shaped main body.
According to this embodiment, by abutting and fixing the tail end portion against the joint water return portion, construction can be carried out with the specified working length dimension without performing work such as measuring or marking.
Furthermore, during installation, the joint water return portion of the working length positioning protrusion and the tail end of the main body working length positioning reference portion are located in the overlapping portion in the flow direction, so they are not exposed on the surface, resulting in excellent design.
Furthermore, by using the working length positioning protrusion as the joint water return part, it is possible to contribute not only to waterproofing performance but also to construction performance.

本発明の第6の実施の形態は、第2の実施の形態による板状屋根材における屋根構造において、前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部の頭端部に設け、前記本体働き長さ位置決め基準部を前記板状本体の頭端部に設けたものである。
本実施の形態によれば、頭端部に設けた働き長さ位置決め突部に、勾配により掛かる重力によって板状本体の頭端部に設けた本体働き長さ位置決め基準部が当て止まり、位置決め作業がしやすい。
また、固定緊結材による固定作業では板状本体へ勾配により掛かる重力により一定の荷重が当て止め箇所に掛かっているため、ずれにくく正確に固定できる。
The sixth embodiment of the present invention is a roof structure using a plate-shaped roofing material according to the second embodiment, in which the working length positioning protrusion is provided at the head end of the outer flat surface of the joint plate, and the main body working length positioning reference portion is provided at the head end of the plate-shaped main body.
According to this embodiment, the gravity acting on the slope causes the working length positioning protrusion provided at the head end to come into contact with the main body working length positioning reference portion provided at the head end of the plate-shaped main body, making positioning work easier.
In addition, when fixing using the fixing fastener, a certain load is applied to the fixing point due to the gravity acting on the plate-shaped body due to the slope, so it is difficult to slip and can be fixed accurately.

本発明の第7の実施の形態は、第6の実施の形態による板状屋根材における屋根構造において、前記外側平面部の頭端部に設けた前記働き長さ位置決め突部の上端から前記外側平面部の上面側に延出した本体頭側押さえ部を設け、段葺きの際に上段の前記板状本体の頭側が前記本体頭側押さえ部の下方に差し込まれるものである。
本実施の形態によれば、台風などの暴風により屋根面に負圧が発生し、板状本体が頭側から浮き上がろうとしても本体頭側押さえ部により板状本体の頭端部上面を押さえることで板状本体の浮き上がりを抑制することが出来る。
台風などの暴風時においても屋根材を飛散させることなく、耐風性能を向上させることが出来る。
The seventh embodiment of the present invention is a roof structure using a plate-shaped roofing material according to the sixth embodiment, in which a main body head side holding portion is provided extending from the upper end of the working length positioning protrusion provided at the head end of the outer flat portion to the upper surface side of the outer flat portion, and when roofing in stages, the head side of the upper stage plate-shaped main body is inserted below the main body head side holding portion.
According to this embodiment, even if negative pressure is generated on the roof surface due to strong winds such as a typhoon, causing the plate-shaped body to lift up from the head side, the head-side holding portion of the body can be used to press down on the top surface of the head end of the plate-shaped body, thereby preventing the plate-shaped body from lifting up.
This improves wind resistance without scattering roofing materials even during strong winds such as typhoons.

本発明の第8の実施の形態は、第2の実施の形態による板状屋根材における屋根構造において、前記板状本体の側端部下面にジョイント部重なり切り欠きを設け、前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部に設け、前記板状本体の前記ジョイント部重なり切り欠きの下面に突出した前記本体働き長さ位置決め基準部を設け、前記働き長さ位置決め突部が前記本体働き長さ位置決め基準部よりも頭側で前記本体働き長さ位置決め基準部と当接するものである。
本実施の形態によれば、外側平面部に設けた働き長さ位置決め突部に、勾配により掛かる重力によって板状本体のジョイント部重なり切り欠きの下面に突出した本体働き長さ位置決め基準部が当て止まり、位置決め作業がしやすい。
また、働き長さ位置決め突部は板状本体の下面に隠れるため意匠性に優れている。
The eighth embodiment of the present invention is a roof structure using a plate-shaped roofing material according to the second embodiment, in which a joint portion overlap notch is provided on the underside of the side end of the plate-shaped main body, the working length positioning protrusion is provided on the outer flat surface of the joint plate, and the main body working length positioning reference portion is provided protruding from the underside of the joint portion overlap notch of the plate-shaped main body, and the working length positioning protrusion abuts the main body working length positioning reference portion on the head side of the main body working length positioning reference portion.
According to this embodiment, the gravity acting on the slope causes the main body working length positioning reference portion protruding from the underside of the joint portion overlapping notch of the plate-shaped main body to come into contact with the working length positioning protrusion provided on the outer flat surface portion, making positioning work easier.
Furthermore, the working length positioning projection is hidden on the underside of the plate-like body, providing excellent design.

本発明の第9の実施の形態は、第1の実施の形態による板状屋根材における屋根構造において、前記ジョイント板に前記勾配ごとの位置に設けた前記ジョイント固定部を複数箇所設けたものである。
本実施の形態によれば、ジョイント板に勾配ごとの位置に設けたジョイント固定部を複数箇所設けることで、1種類のジョイント板で複数の勾配に対応することが出来る。
In the ninth embodiment of the present invention, in the roof structure using the plate-shaped roofing material according to the first embodiment, the joint plate is provided with a plurality of joint fixing portions at positions corresponding to the gradient.
According to this embodiment, by providing a plurality of joint fixing portions at positions corresponding to different gradients on the joint plate, it is possible to accommodate a plurality of gradients with one type of joint plate.

以下本発明の実施例による板状屋根材1について説明する。
図1は実施例による板状本体3の製品図面である。
図1は板状本体3の製品図面で投影法による6面図である。
図1は勾配27を有する建物の屋根2に複数段設置する板状屋根材1を構成する部材の一つの板状本体3であり、前記板状本体3には尻側7に本体固定部12を設けている。
実施例では、尻部第1水切り15と尻部第2水切り16の間に4つの本体固定部12を設けている。
働き長さの水平投影寸法Lhが屋根2の勾配27が変わっても一定になるよう、勾配27ごとに働き長さ寸法Lの設定がされる。
図1では、3寸勾配対応の働き長さ寸法L1と5寸勾配対応の働き長さ寸法L2を記載している。
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。
働き長さの水平投影寸法Lhは、1/4Pの227.5mmであり、働き幅寸法Wは1/2Pの455mmである。
全長さ寸法LAは305mmである。
3寸勾配対応の働き長さ寸法L1は、働き長さの水平投影寸法Lhに3寸勾配の勾配伸び率の1.044を掛けて算出する。
同様に5寸勾配対応の働き長さ寸法L2は、働き長さの水平投影寸法Lhに5寸勾配の勾配伸び率の1.118を掛けて算出する。
実施例では、3寸勾配対応の働き長さ寸法L1は237.5mm、5寸勾配対応の働き長さ寸法L2は254.3mmとなる。
板状本体3を固定する本体固定部12から働き長さ寸法Lの尻側7までの距離を本体固定縦重なり寸法Rとし、実施例の3寸勾配対応の本体固定縦重なり寸法R1は42.2mm、5寸勾配対応の本体固定縦重なり寸法R2は25.3mmとなる。
頭側8の下面10には、頭側第1水切り17と頭側第2水切り18を設ける。
尻部第1水切り15、尻部第2水切り16、頭側第1水切り17、頭側第2水切り18は段葺きした際の板状本体3の縦重なり箇所で毛細管現象により雨水が上がるのを防ぐためのものである。
側端部9の下面10にはジョイント部重なり切り欠き31を設け、ジョイント板4と葺き合わせた際にジョイント板4の止水凸部22が板状本体3の下面10と干渉しないように切り欠いている。
実施例の板状本体3の厚さは6mmであり、ジョイント部重なり切り欠き31の切り欠き高さは1.5mmである。
Hereinafter, a plate-shaped roofing material 1 according to an embodiment of the present invention will be described.
FIG. 1 is a product drawing of a plate-shaped body 3 according to an embodiment.
FIG. 1 is a product drawing of the plate-shaped body 3, which is a six-view projection drawing.
Figure 1 shows a plate-shaped main body 3, one of the components that make up a plate-shaped roofing material 1 to be installed in multiple stages on a roof 2 of a building having a slope 27, and the plate-shaped main body 3 has a main body fixing portion 12 at its tail end 7.
In this embodiment, four main body fixing portions 12 are provided between the first buttocks drainer 15 and the second buttocks drainer 16 .
The working length dimension L is set for each slope 27 so that the horizontal projection dimension Lh of the working length remains constant even if the slope 27 of the roof 2 changes.
Figure 1 shows the working length dimension L1 corresponding to a 3-inch gradient and the working length dimension L2 corresponding to a 5-inch gradient.
The product design module of the product in Figure 1 is a shaku module, and the design unit dimension P of the building is also a shaku module, with 1P = 910 mm.
The horizontal projection dimension Lh of the working length is 227.5 mm of 1/4P, and the working width dimension W is 455 mm of 1/2P.
The overall length dimension LA is 305 mm.
The working length dimension L1 corresponding to a 3-inch gradient is calculated by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of the 3-inch gradient, 1.044.
Similarly, the working length dimension L2 corresponding to a 5-inch gradient is calculated by multiplying the horizontal projection dimension Lh of the working length by the gradient elongation rate of 1.118 for a 5-inch gradient.
In this embodiment, the working length dimension L1 for a 3-inch gradient is 237.5 mm, and the working length dimension L2 for a 5-inch gradient is 254.3 mm.
The distance from the body fixing portion 12 that fixes the plate-shaped body 3 to the tail side 7 of the working length dimension L is the body fixing vertical overlap dimension R, and in this embodiment, the body fixing vertical overlap dimension R1 for a 3-inch gradient is 42.2 mm, and the body fixing vertical overlap dimension R2 for a 5-inch gradient is 25.3 mm.
A head side first drainer 17 and a head side second drainer 18 are provided on the underside 10 of the head side 8.
The first drain at the bottom 15, the second drain at the bottom 16, the first drain at the head 17, and the second drain at the head 18 are intended to prevent rainwater from rising due to capillary action at the vertical overlapping parts of the plate-like body 3 when the roof is laid in stages.
A joint part overlapping notch 31 is provided on the underside 10 of the side end 9 so that the water stopping convex part 22 of the joint plate 4 does not interfere with the underside 10 of the plate-like body 3 when the joint plate 4 is laid together.
In this embodiment, the thickness of the plate-like body 3 is 6 mm, and the height of the joint portion overlapping notch 31 is 1.5 mm.

図2は実施例によるジョイント板4の製品図面であり、投影法による3面図である。
図2は勾配27を有する建物の屋根2に複数段設置する板状屋根材1を構成する部材の一つのジョイント板4であり、ジョイント板4には頭側8にジョイント固定部19を有し、前記ジョイント板4の尻端部13には上面側に突出した働き長さ位置決め突部20を有している。
この働き長さ位置決め突部20はジョイント水返し部30を兼ねている。
ジョイント水返し部30は、板状本体3の厚みよりも0.5mm低い5.5mmとしている。
ジョイント板4は頭―尻方向で線状の止水凸部22を有し、前記ジョイント固定部19は前記止水凸部22の外側に設けた外側平面部23の頭側8に設けている。
尻側7には、ずれ止め穴24を設けている。
ジョイント固定部19は、前記外側平面部23の両側の頭側8に複数個を設けている。
実施例では、ジョイント固定部19、止水凸部22、外側平面部23、ずれ止め穴24などは、ジョイント板4の中心から線対称で両側に配置されている。
ジョイント固定部19は、横長の穴形状であり板状本体3の本体固定部12と共打ちする際に、横方向で穴位置が多少ずれても固定出来るようになっている。
実施例のジョイント固定部19は、片側3個、両側6個設けていて、3種類の勾配27に対応出来るようになっている。
ジョイント固定部19の中心から働き長さ位置決め突部20までの距離がジョイント板4の働き長さ寸法Lとなる。
尻側8のジョイント固定部19は勾配27が3寸勾配の際に使用し、3寸勾配対応の働き長さ寸法LJ1は262.8mmである。
板状本体3の全長さ寸法LAの305mmから本体固定縦重なり寸法R1の42.2mmを引いた寸法がジョイント板4の働き長さ寸法LJ1という関係となる。
頭側7のジョイント固定部19は勾配27が5寸勾配の際に使用し、5寸勾配対応の働き長さ寸法LJ2は279.7mmである。
板状本体3の全長さ寸法LAの305mmから本体固定縦重なり寸法R2の25.3mmを引いた寸法がジョイント板4の働き長さ寸法LJ2という関係となる。
働き長さ位置決め突部20とジョイント水返し部30を兼ねる実施例では、ジョイント板4の全長さ寸法LAJは295mmであり、板状本体3の全長さ寸法LAよりも10mm短く、葺き合わせた際に板状本体3の頭端部14よりもジョイント板4の頭端部14は10mmセットバックした位置関係となる。
頭-尻方向で線状に設けた止水凸部22は、実施例ではプレス成型により1.4mmの高さで凸状に一体成型した止水凸部22としているが、別体でゴム系やエラストマー系の止水材を取り付けた止水凸部22としても良い。
発泡させたEPDMゴムの止水材を用いると葺き合わせ時に圧縮して板状本体3の裏面と密着するので止水性に優れる。
また、プレス成形工程の前後でホットメルト接着剤により止水凸部22を取り付けても良い。
止水凸部22の間の平面部の寸法はジョイント板働き幅寸法WJとし、板状本体3の側端部9間に侵入した雨水を排出する性能を発揮する。実施例では54mmとしている。
ジョイント板働き幅寸法WJの中央には板状本体3を葺き合わせる際の目印になるようにプレス成型で線を入れている。
実施例のジョイント板全幅寸法WAJは86mmである。
FIG. 2 is a product drawing of the joint plate 4 according to the embodiment, and is a three-view projection drawing.
Figure 2 shows a joint plate 4, one of the components that make up a plate-shaped roofing material 1 that is installed in multiple stages on a roof 2 of a building with a slope 27.The joint plate 4 has a joint fixing portion 19 on the head side 8, and a working length positioning protrusion 20 that protrudes upward on the tail end 13 of the joint plate 4.
This working length positioning protrusion 20 also serves as a joint water return portion 30 .
The thickness of the joint water return portion 30 is 5.5 mm, which is 0.5 mm less than the thickness of the plate-like main body 3.
The joint plate 4 has a linear water-stopping protrusion 22 in the head-to-tail direction, and the joint fixing portion 19 is provided on the head side 8 of an outer flat portion 23 provided on the outside of the water-stopping protrusion 22.
A slip prevention hole 24 is provided on the rear end 7.
A plurality of joint fixing portions 19 are provided on the head side 8 on both sides of the outer flat surface portion 23 .
In this embodiment, the joint fixing portion 19, the water-stopping convex portion 22, the outer flat portion 23, the anti-slip holes 24, etc. are arranged on both sides of the joint plate 4 in line symmetry with respect to the center thereof.
The joint fixing portion 19 has a horizontally elongated hole shape, and when it is joined to the main body fixing portion 12 of the plate-like main body 3, it can be fixed even if the hole position is slightly misaligned in the horizontal direction.
In this embodiment, three joint fixing portions 19 are provided on one side and six on both sides, so that three types of gradients 27 can be accommodated.
The distance from the center of the joint fixing portion 19 to the working length positioning protrusion 20 is the working length dimension L of the joint plate 4 .
The joint fixing portion 19 on the tail side 8 is used when the slope 27 is a 3-inch slope, and the working length dimension LJ1 corresponding to a 3-inch slope is 262.8 mm.
The working length LJ1 of the joint plate 4 is the total length LA of the plate-like body 3, 305 mm, minus the main body fixing vertical overlap R1, 42.2 mm.
The joint fixing portion 19 on the head side 7 is used when the gradient 27 is a 5-inch gradient, and the working length dimension LJ2 corresponding to a 5-inch gradient is 279.7 mm.
The working length LJ2 of the joint plate 4 is the total length LA of the plate-like body 3, 305 mm, minus the body fixing vertical overlap R2, 25.3 mm.
In an embodiment that serves as both the working length positioning protrusion 20 and the joint water return portion 30, the overall length dimension LAJ of the joint plate 4 is 295 mm, which is 10 mm shorter than the overall length dimension LA of the plate-shaped main body 3, and when the roofing is completed, the head end 14 of the joint plate 4 is set back 10 mm from the head end 14 of the plate-shaped main body 3.
The water-stopping protrusions 22 arranged linearly in the head-to-tail direction are, in the embodiment, water-stopping protrusions 22 integrally molded into a convex shape with a height of 1.4 mm by press molding, but they may also be water-stopping protrusions 22 to which a separate rubber or elastomer water-stopping material is attached.
When a water-stop material made of foamed EPDM rubber is used, it is compressed when the roof is laid and adheres closely to the back surface of the plate-like body 3, resulting in excellent water-stopping properties.
The water-stopping protrusions 22 may also be attached with a hot melt adhesive before or after the press molding process.
The dimension of the flat surface between the water-stopping projections 22 is the joint plate working width WJ, which exhibits the ability to drain rainwater that has entered between the side edges 9 of the plate-like body 3. In this embodiment, it is 54 mm.
A line is stamped into the center of the joint plate working width dimension WJ to serve as a guide when joining the plate-shaped main body 3 together.
The overall width WAJ of the joint plate in this embodiment is 86 mm.

図3は実施例による板状本体3及びジョイント板4の斜視図である
図3(a)は板状本体3の斜視図であり、手前が頭側8、奥が尻側7である。
図3(a)の板状本体3は、図1の実施例と同じ形状である。
図3(b)はジョイント板4の斜視図であり、手前が頭側8、奥が尻側7である。
図3(b)のジョイント板4は、図2の実施例と同じ形状である。
実施例のジョイント板4の材質は、厚さ0.4mmの溶融55%アルミニウム亜鉛合金めっき鋼板を想定している。
3A and 3B are perspective views of the plate-like body 3 and the joint plate 4 according to the embodiment. FIG. 3A is a perspective view of the plate-like body 3, with the head side 8 at the front and the butt side 7 at the back.
The plate-like body 3 in FIG. 3(a) has the same shape as that in the embodiment in FIG.
FIG. 3(b) is a perspective view of the joint plate 4, with the head side 8 at the front and the tail side 7 at the back.
The joint plate 4 in FIG. 3(b) has the same shape as that in the embodiment in FIG.
The material of the joint plate 4 in this embodiment is assumed to be a hot-dip 55% aluminum-zinc alloy plated steel plate having a thickness of 0.4 mm.

図4は実施例による板状屋根材1の屋根伏せ図である。
図4(a)は板状本体3とジョイント板4の葺き合わせを表している。
桁方向5に対しては、左右の板状本体3の側端部9を当接するように配置する。
流れ方向6に対しては、下段の板状本体3の尻側7に上段の前記板状本体3の頭側8を重ねて配置する。
ジョイント板4は、板状本体3の側端部9の当接部の下方に設け、当接部から浸入した雨水をジョイント板4で受け下段の板状本体3上に排水する。
ジョイント板4のジョイント固定部19を板状本体3の本体固定部12の上に位置を合わせ、ジョイント固定部19と本体固定部12を固定緊結材25で同時に屋根下地26へ共打ちにより緊結し、板状本体3とジョイント板4を板状屋根材1として一体化する。
実施例では、板状本体3の尻側7に設けた4箇所の本体固定部12のうち中央2箇所にジョイント板4の外側平面部23の頭側8の両側に設けたジョイント固定部19を2箇所重ね合わせ、固定緊結材25で屋根下地26に緊結固定する。
ジョイント板4の中央線と上段に施工する板状本体3の側端部を合わせて配置することで板状本体3は上下段で桁方向5に板状本体3の半枚分ずれた千鳥葺きとなる。
板状本体3の尻側7に設けた4箇所の本体固定部12のうち両サイドの2箇所は本体固定部12に固定緊結材25を固定し、この固定緊結材25はジョイント板4の外側平面部23の尻側7に設けたずれ止め穴24を貫通する。
本体固定部12を固定する固定緊結材25がジョイント板4のずれ止め穴24を貫通することでジョイント板4の板状本体3に対する位置ずれを補正し、板状屋根材1を正確に屋根2へ固定することが出来る。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の尻端部13を立ち上げたジョイント水返し部30とし、働き長さ位置決め機能と水返し機能を兼用している。
段葺きの際には、下段の板状本体3に固定したジョイント板4の働き長さ位置決め突部20に上段の板状本体3の尻端部13を当て止めする。
実施例では板状本体3の尻端部13が本体働き長さ位置決め基準部21としている。
尻端部13をジョイント水返し部30に当て止めすることで、規定の働き長さ寸法Lを決定する事が出来る。
ジョイント板4に片側3箇所、両側6箇所のジョイント固定部19を設けているが、図4では最も尻側7に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も尻側7に設けたジョイント固定部19を用いることで勾配27に合わせた働き長さ寸法Lを決定し板状屋根材1を固定することが出来る。
FIG. 4 is a roof plan view of the plate-shaped roofing material 1 according to the embodiment.
FIG. 4( a ) shows the joining of the plate-like main body 3 and the joint plate 4 .
In the girder direction 5, the side end portions 9 of the left and right plate-like bodies 3 are arranged so as to abut against each other.
In the flow direction 6, the head side 8 of the upper plate-like body 3 is placed on the tail side 7 of the lower plate-like body 3.
The joint plate 4 is provided below the abutting portion of the side end portion 9 of the plate-shaped main body 3, and rainwater that seeps in from the abutting portion is received by the joint plate 4 and drained onto the plate-shaped main body 3 below.
The joint fixing part 19 of the joint plate 4 is positioned on the main body fixing part 12 of the plate-like main body 3, and the joint fixing part 19 and the main body fixing part 12 are fastened together to the roof underlayment 26 at the same time with a fastening material 25, and the plate-like main body 3 and the joint plate 4 are integrated as a plate-like roof material 1.
In the embodiment, two of the four main body fixing portions 12 provided on the tail side 7 of the plate-shaped main body 3 are overlapped with two central joint fixing portions 19 provided on both sides of the head side 8 of the outer flat surface 23 of the joint plate 4, and are fastened to the roof underlayment 26 with fixing fastening material 25.
By aligning the center line of the joint plate 4 with the side end of the plate-like body 3 to be installed in the upper row, the plate-like body 3 is staggered in the girder direction 5 by half a plate-like body 3 in the upper and lower rows.
Of the four body fixing portions 12 provided on the tail side 7 of the plate-like body 3, two on both sides have fixing fasteners 25 fixed to the body fixing portions 12, and these fixing fasteners 25 pass through anti-slip holes 24 provided on the tail side 7 of the outer flat portion 23 of the joint plate 4.
The fixing fastening material 25 that fixes the main body fixing part 12 passes through the slippage prevention hole 24 of the joint plate 4, thereby correcting the positional deviation of the joint plate 4 relative to the plate-shaped main body 3, and enabling the plate-shaped roofing material 1 to be accurately fixed to the roof 2.
The working length positioning projection 20 of the joint plate 4 is a joint water return part 30 which is formed by raising the rear end 13 of the joint plate 4, and has both a working length positioning function and a water return function.
When laying in stages, the tail end 13 of the upper plate-like body 3 is brought into contact with and fixed to the working length positioning projection 20 of the joint plate 4 fixed to the lower plate-like body 3.
In this embodiment, the rear end portion 13 of the plate-like main body 3 serves as a main body working length positioning reference portion 21 .
The specified working length dimension L can be determined by abutting and fixing the tail end portion 13 against the joint water return portion 30.
The joint plate 4 has three joint fixing portions 19 on one side and six on both sides, and in FIG. 4, the joint fixing portion 19 provided at the rearmost side 7 is used for fixing with a fixing fastener 25 .
By using the joint fixing portion 19 provided at the tail end 7, the working length dimension L can be determined according to the slope 27 and the plate-shaped roofing material 1 can be fixed.

図4(b)は板状本体3とジョイント板4の葺き合わせにおける割付寸法を表している水平投影図である。
また、板状本体3の側端部9の当接部下方に設けたジョイント板4を点線で図示し、板状本体3とジョイント板4の位置関係を図示している。
実施例の板状本体3の働き幅寸法Wは建物の設計単位寸法Pの1/2である455mmであり、板状本体3が桁方向5に2列で1Pの910mmとなる。
板状本体3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1/4である227.5mmであり、板状本体3が流れ方向6に2段で0.5Pの455mmとなる。
建物の設計単位寸法Pと板状本体3の働き幅寸法Wが2:1の整数比の関係であり、建物の設計単位寸法Pと板状本体3の働き長さの水平投影寸法Lhが4:1の整数比の関係であり、かつ、働き幅寸法Wと働き長さの水平投影寸法Lhが2:1の整数比の関係となっている。
屋根2の右端の屋根端部28はケラバ部を表しており、図の一段目には板状本体3の働き幅寸法Wの半分の働き幅寸法であり、かつ、働き長さの水平投影寸法Lhである227.5mmの働き幅である規格化形状屋根材29を配置している。
桁方向5、流れ方向6ともに建物の設計単位寸法Pと板状屋根材1の働き幅寸法W及び働き長さの水平投影寸法Lhが整数比の関係にあり、桁方向で働き長さの水平投影寸法Lh分だけずらした配置にすることで、全ての屋根端部28において規格化形状屋根材29を配置することが出来る。
FIG. 4(b) is a horizontal projection diagram showing the layout dimensions when the plate-like main body 3 and the joint plate 4 are joined together.
The joint plate 4 provided below the abutting portion of the side end portion 9 of the plate-like main body 3 is also shown by a dotted line to illustrate the positional relationship between the plate-like main body 3 and the joint plate 4.
The working width dimension W of the plate-like body 3 in this embodiment is 455 mm, which is half the design unit dimension P of the building, and when the plate-like body 3 is arranged in two rows in the girder direction 5, it becomes 910 mm per P.
The horizontal projection dimension Lh of the working length of the plate-like body 3 is 227.5 mm, which is 1/4 of the design unit dimension P of the building, and the plate-like body 3 is 455 mm, which is 0.5P, in two stages in the flow direction 6.
The design unit dimension P of the building and the working width dimension W of the plate-shaped body 3 have an integer ratio of 2:1, the design unit dimension P of the building and the horizontal projection dimension Lh of the working length of the plate-shaped body 3 have an integer ratio of 4:1, and the working width dimension W and the horizontal projection dimension Lh of the working length have an integer ratio of 2:1.
The roof edge 28 at the right end of the roof 2 represents the eaves portion, and on the first row of the figure, a standardized shaped roof material 29 is placed, which has a working width dimension that is half the working width dimension W of the plate-shaped main body 3 and a working width of 227.5 mm, which is the horizontal projection dimension Lh of the working length.
In both the girder direction 5 and the flow direction 6, the design unit dimension P of the building and the working width dimension W and horizontal projection dimension Lh of the working length of the plate-shaped roof material 1 are in an integer ratio relationship, and by shifting the arrangement in the girder direction by the horizontal projection dimension Lh of the working length, standardized shape roof materials 29 can be arranged at all roof ends 28.

図5は実施例による板状屋根材1の屋根伏せ図及び3寸勾配の施工断面図である。
図5(a)は板状屋根材1の屋根伏せ図である。
屋根端部28はケラバ部であり、屋根端部28には板状屋根材1と規格化形状屋根材29が1段毎に交互に配置される。
ジョイント板4には片側3箇所、両側6箇所のジョイント固定部19に対し、最も尻側7に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も尻側7に設けたジョイント固定部19を用いることで3寸勾配のときに働き長さの水平投影寸法Lhが227.5mmで板状屋根材1を屋根2に配置することが出来る。
図中にA-A断面の断面指示が記載されており、図5(b)の流れ方向6のA-A断面図の断面箇所を示している。
FIG. 5 shows a roof plan of the plate-shaped roofing material 1 according to the embodiment and a cross-sectional view of construction with a 3-inch slope.
FIG. 5( a ) is a roof plan of the plate-shaped roofing material 1 .
The roof edge 28 is a ridge portion, and the plate-shaped roofing materials 1 and the standardized shape roofing materials 29 are arranged alternately in each row on the roof edge 28.
The joint plate 4 has three joint fixing parts 19 on one side and six on both sides, and is fixed with fixing fasteners 25 using the joint fixing part 19 provided at the rear end 7.
By using the joint fixing portion 19 provided at the tail end 7, the plate-shaped roofing material 1 can be placed on the roof 2 with a horizontal projection dimension Lh of the working length of 227.5 mm when the slope is 3 sun.
The cross section designation of the AA cross section is written in the figure, and indicates the cross section location of the AA cross section in the flow direction 6 of FIG. 5(b).

図5(b)は勾配27が3寸勾配の際の流れ方向6の施工断面図である。
流れ方向6の働き長さ寸法Lは237.5mmであり、働き長さの水平投影寸法Lhの227.5mmに3寸勾配の勾配伸び率1.044を掛けることで3寸勾配のときの働き長さ寸法L1の237.5mmを算出することができる。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の尻端部13を立ち上げたジョイント水返し部30であり、働き長さ位置決め機能と水返し機能を兼用している。
屋根下地26に固定緊結材25で固定したジョイント板4のジョイント水返し部30に上段の板状本体3の尻端部13を当て止めすることで、屋根上で働き長さ寸法Lを測定しなくても3寸勾配対応の働き長さ寸法L1である237.5mmを決定し、板状屋根材1を屋根2に固定する事が出来る。
FIG. 5(b) is a cross-sectional view of construction in the flow direction 6 when the gradient 27 is 3 sun gradient.
The working length dimension L in the flow direction 6 is 237.5 mm, and the working length dimension L1 of 237.5 mm for a 3-inch gradient can be calculated by multiplying the horizontal projection dimension Lh of the working length of 227.5 mm by the gradient elongation rate of 1.044 for a 3-inch gradient.
The working length positioning projection 20 of the joint plate 4 is a joint water return portion 30 that is formed by raising the rear end portion 13 of the joint plate 4, and serves both the working length positioning function and the water return function.
By abutting and fixing the tail end 13 of the upper plate-like body 3 to the joint water-repellent part 30 of the joint plate 4 fixed to the roof underlayment 26 with a fixing fastening material 25, it is possible to determine the working length dimension L1 of 237.5 mm corresponding to a 3-inch gradient without measuring the working length dimension L on the roof, and fix the plate-like roof material 1 to the roof 2.

図5(c)は勾配27が3寸勾配の際の流れ方向6の施工断面図において、ジョイント板4と板状本体3を屋根下地26に固定緊結材25で共打ちにより固定している箇所と働き長さ位置決め突部20に本体働き長さ位置決め基準部21を当て止めにより位置決めしている箇所が分かりやすいように図5(b)を拡大した施工断面図である。
働き長さ位置決め突部20はジョイント水返し部30であり、本体働き長さ位置決め基準部21は尻端部13である。
Figure 5(c) is a construction cross-sectional view in the flow direction 6 when the gradient 27 is 3 inches, and is an enlarged construction cross-sectional view of Figure 5(b) to make it easier to see the location where the joint plate 4 and the plate-shaped main body 3 are fixed to the roof underlayment 26 by joint fastening material 25, and the location where the main body working length positioning reference part 21 is positioned by abutting and stopping against the working length positioning protrusion 20.
The working length positioning protrusion 20 is the joint water return portion 30 , and the main body working length positioning reference portion 21 is the tail end portion 13 .

図6は実施例による板状屋根材1の屋根伏せ図及び5寸勾配の施工断面図である。
図6(a)は板状屋根材1の屋根伏せ図である。
屋根端部28はケラバ部であり、屋根端部28には板状屋根材1と規格化形状屋根材29が1段毎に交互に配置される。
ジョイント板4には片側3箇所、両側6箇所のジョイント固定部19に対し、最も頭側6に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も頭側6に設けたジョイント固定部19を用いることで5寸勾配のときに働き長さの水平投影寸法Lhが227.5mmで屋根2に板状屋根材1を配置することが出来る。
図中にA-A断面の断面指示が記載されており、図6(b)の流れ方向6のA-A断面図の断面箇所を示している。
FIG. 6 shows a roof plan of the plate-shaped roofing material 1 according to the embodiment and a cross-sectional view of construction with a 5-inch slope.
FIG. 6( a ) is a roof plan of the plate-shaped roofing material 1 .
The roof edge 28 is a ridge portion, and the plate-shaped roofing materials 1 and the standardized shape roofing materials 29 are arranged alternately in each row on the roof edge 28.
The joint plate 4 has three joint fixing parts 19 on one side and six on both sides, and is fixed with fixing fasteners 25 using the joint fixing part 19 provided closest to the head side 6.
By using the joint fixing part 19 provided at the head end 6, the plate-shaped roofing material 1 can be placed on the roof 2 with a horizontal projection dimension Lh of the working length of 227.5 mm when the slope is 5 sun.
The cross section designation of the AA cross section is written in the figure, and indicates the cross section location of the AA cross section in the flow direction 6 of FIG. 6(b).

図6(b)は勾配27が5寸勾配の際の流れ方向6の施工断面図である。
流れ方向6の働き長さ寸法Lは254.3mmであり、働き長さの水平投影寸法Lhの227.5mmに5寸勾配の勾配伸び率1.118を掛けることで5寸勾配のときの働き長さ寸法L1の254.3mmを算出することができる。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の尻端部13を立ち上げたジョイント水返し部30であり、働き長さ位置決め機能と水返し機能を兼用している。
屋根下地26に固定緊結材25で固定したジョイント板4のジョイント水返し部30に上段の板状本体3の尻端部13を当て止めすることで、屋根上で働き長さ寸法Lを測定しなくても5寸勾配対応の働き長さ寸法L1である254.3mmを決定し、屋根2に板状屋根材1を配置する事が出来る。
FIG. 6(b) is a cross-sectional view of construction in the flow direction 6 when the gradient 27 is 5 sun gradient.
The working length dimension L in the flow direction 6 is 254.3 mm, and by multiplying the horizontal projection dimension Lh of the working length of 227.5 mm by the gradient elongation rate of 1.118 for a 5-inch gradient, the working length dimension L1 of 254.3 mm for a 5-inch gradient can be calculated.
The working length positioning projection 20 of the joint plate 4 is a joint water return portion 30 that is formed by raising the rear end portion 13 of the joint plate 4, and serves both the working length positioning function and the water return function.
By abutting and fixing the tail end 13 of the upper plate-like body 3 to the joint water-repellent part 30 of the joint plate 4 fixed to the roof underlayment 26 with a fixing fastening material 25, it is possible to determine the working length dimension L1 of 254.3 mm corresponding to a 5-inch gradient without measuring the working length dimension L on the roof, and to arrange the plate-like roofing material 1 on the roof 2.

図7は他の実施例によるジョイント板4の製品図面である。
図7はジョイント板4の製品図面で投影法による3面図である。
図7の製品は勾配27を有する建物の屋根2に複数段設置する板状屋根材1を構成する部材の一つのジョイント板4であり、ジョイント板4には頭側8にジョイント固定部19を設け、ジョイント板4の外側平面部23の頭端部14に上面側へ突出した働き長さ位置決め突部20を設けている。
実施例では、働き長さ位置決め突部20は6mmの高さとし、外側平面部23の頭端部14から垂直に突出している。
ジョイント水返し部30は、板状本体3の厚みよりも0.5mm低い5.5mmとしている。
ジョイント板4は頭―尻方向で線状の止水凸部22を有し、前記ジョイント固定部19は前記止水凸部22の外側に設けた外側平面部23の頭側8に設けている。
尻側7にはずれ止め穴24を設けている。
ジョイント固定部19は、前記外側平面部23の両側の頭側8に複数個を設けている。
実施例では、ジョイント固定部19、止水凸部22、外側平面部23、ずれ止め穴24などは、ジョイント板4の中心から線対称で両側に配置されている。
ジョイント固定部19は、横長の穴形状であり板状本体3の本体固定部12と共打ちする際に、横方向で穴位置が多少ずれても固定出来るようになっている。
実施例のジョイント固定部19は、片側3個、両側6個設けていて、3種類の勾配27に対応出来るようになっている。
ジョイント固定部19の中心から働き長さ位置決め突部20までの距離が本体固定縦重なり寸法となる。
尻側8のジョイント固定部19は勾配27が3寸勾配の際に使用し、3寸勾配対応の本体固定縦重なり寸法R1は42.2mmである。
3寸勾配の際の板状本体3の本体固定縦重なり寸法R1と同寸法になる。
頭側7のジョイント固定部19は勾配27が5寸勾配の際に使用し、5寸勾配対応の本体固定縦重なり寸法R2は25.3mmである。
5寸勾配の際の板状本体3の本体固定縦重なり寸法R2と同寸法になる。
働き長さ位置決め突部20が外側平面部23の頭端部14に設ける実施例では、ジョイント板4の全長さ寸法LAJは315mmであり、板状本体3の全長さ寸法LAよりも10mm長く、葺き合わせた際に板状本体3の尻端部13よりもジョイント板4のジョイント水返し部30は10mm離れた位置関係となる。
頭-尻方向で線状に設けた止水凸部22は、実施例ではプレス成型により1.4mmの高さの凸状の水返しとしているが、ゴム系やエラストマー系の止水材を取り付けても良い。
発泡させたEPDMゴムの止水材などは、葺き合わせ時に圧縮して板状本体3の裏面と密着するので止水性に優れる。
FIG. 7 is a product drawing of a joint plate 4 according to another embodiment.
FIG. 7 is a product drawing of the joint plate 4, which is a three-view projection drawing.
The product shown in Figure 7 is a joint plate 4, one of the components that make up the plate-shaped roofing material 1 to be installed in multiple stages on the roof 2 of a building having a slope 27. The joint plate 4 has a joint fixing portion 19 on the head side 8, and a working length positioning protrusion 20 that protrudes upward from the head end portion 14 of the outer flat surface 23 of the joint plate 4.
In this embodiment, the working length positioning projection 20 has a height of 6 mm and projects perpendicularly from the head end 14 of the outer flat surface 23 .
The thickness of the joint water return portion 30 is 5.5 mm, which is 0.5 mm less than the thickness of the plate-like main body 3.
The joint plate 4 has a linear water-stopping protrusion 22 in the head-to-tail direction, and the joint fixing portion 19 is provided on the head side 8 of an outer flat portion 23 provided on the outside of the water-stopping protrusion 22.
A stopper hole 24 is provided on the rear end 7.
A plurality of joint fixing portions 19 are provided on the head side 8 on both sides of the outer flat surface portion 23 .
In this embodiment, the joint fixing portion 19, the water-stopping convex portion 22, the outer flat portion 23, the anti-slip holes 24, etc. are arranged on both sides of the joint plate 4 in line symmetry with respect to the center thereof.
The joint fixing portion 19 has a horizontally elongated hole shape, and when it is joined to the main body fixing portion 12 of the plate-like main body 3, it can be fixed even if the hole position is slightly misaligned in the horizontal direction.
In this embodiment, three joint fixing portions 19 are provided on one side and six on both sides, so that three types of gradients 27 can be accommodated.
The distance from the center of the joint fixing portion 19 to the working length positioning protrusion 20 is the main body fixing vertical overlap dimension.
The joint fixing portion 19 on the tail side 8 is used when the gradient 27 is a 3-inch gradient, and the main body fixing vertical overlap dimension R1 corresponding to a 3-inch gradient is 42.2 mm.
This is the same dimension as the vertical overlap dimension R1 of the plate-shaped main body 3 when the gradient is 3 inches.
The joint fixing portion 19 on the head side 7 is used when the gradient 27 is a 5-inch gradient, and the main body fixing vertical overlap dimension R2 corresponding to a 5-inch gradient is 25.3 mm.
This is the same dimension as the vertical overlap dimension R2 of the plate-shaped body 3 when the gradient is 5 inches.
In an embodiment in which the working length positioning protrusion 20 is provided at the head end 14 of the outer flat portion 23, the overall length dimension LAJ of the joint plate 4 is 315 mm, which is 10 mm longer than the overall length dimension LA of the plate-shaped main body 3, and when the joint plates are laid together, the joint water-repellent portion 30 of the joint plate 4 is positioned 10 mm away from the butt end 13 of the plate-shaped main body 3.
The water-stopping protrusions 22 arranged linearly in the head-to-tail direction are press-molded to form convex water-repellents 1.4 mm high in the embodiment, but rubber or elastomer water-stopping materials may also be attached.
A water-stop material such as foamed EPDM rubber is compressed when the roof is laid and adheres closely to the back surface of the plate-like body 3, so that it has excellent water-stopping properties.

図8は他の実施例によるジョイント板4の製品図面である。
図8はジョイント板4の製品図面で投影法による3面図である。
図8の製品は勾配27を有する建物の屋根2に複数段設置する板状屋根材1を構成する1部材のジョイント板4であり、ジョイント板4には頭側8にジョイント固定部19を設け、ジョイント板4の外側平面部23の頭端部14に上面側へ突出した働き長さ位置決め突部20を設け、働き長さ位置決め突部20の上端から外側平面部23の上面側に延出した本体頭押さえ部32を設けている。
実施例では、働き長さ位置決め突部20は6.6mmの高さとし、外側平面部23の頭端部14から垂直に突出している。
働き長さ位置決め突部20の上端から外側平面部23の上面側に延出する本体頭押さえ部32は、外側平面部23とほぼ平行の角度で延出する。
段葺きの際に上段の板状本体3の頭側8が本体頭側押さえ部32の下方に差し込まれるため、本体頭押さえ部32はやや広がっている方が板状本体3を差し込みやすいが、あまり広がりすぎると板状本体3の頭端部14を押さえる力が弱まってしまう。
ジョイント水返し部30は、板状本体3の厚みよりも0.5mm低い5.5mmとしている。
ジョイント板4は頭―尻方向で線状の止水凸部22を有し、前記ジョイント固定部19は前記止水凸部22の外側に設けた外側平面部23の頭側8に設けている。
尻側7には、ずれ止め穴24を設けている。
ジョイント固定部19は、前記外側平面部23の両側の頭側8に複数個を設けている。
実施例では、ジョイント固定部19、止水凸部22、外側平面部23、ずれ止め穴24などは、ジョイント板4の中心から線対称で両側に配置されている。
ジョイント固定部19は、横長の穴形状であり板状本体3の本体固定部12と共打ちする際に、横方向で穴位置が多少ずれても固定出来るようになっている。
実施例のジョイント固定部19は、片側3個、両側6個設けていて、3種類の勾配27に対応出来るようになっている。
ジョイント固定部19の中心から働き長さ位置決め突部20までの距離が本体固定縦重なり寸法となる。
尻側8のジョイント固定部19は勾配27が3寸勾配の際に使用し、3寸勾配対応の本体固定縦重なり寸法R1は42.2mmである。
3寸勾配の際の板状本体3の本体固定縦重なり寸法R1と同寸法になる。
頭側7のジョイント固定部19は勾配27が5寸勾配の際に使用し、5寸勾配対応の本体固定縦重なり寸法R2は25.3mmである。
5寸勾配の際の板状本体3の本体固定縦重なり寸法R2と同寸法になる。
働き長さ位置決め突部20が外側平面部23の頭端部14に設ける実施例では、ジョイント板4の全長さ寸法LAJは315mmであり、板状本体3の全長さ寸法LAよりも10mm長く、葺き合わせた際に板状本体3の尻端部13よりもジョイント板4のジョイント水返し部30は10mm離れた位置関係となる。
頭-尻方向で線状に設けた止水凸部22は、実施例ではプレス成型により1.4mmの高さの凸状の水返しとしているが、ゴム系やエラストマー系の止水材を取り付けても良い。
発泡させたEPDMゴムの止水材などは、葺き合わせ時に圧縮して板状本体3の裏面と密着するので止水性に優れる。
FIG. 8 is a product drawing of a joint plate 4 according to another embodiment.
FIG. 8 is a product drawing of the joint plate 4, which is a three-view projection drawing.
The product in Figure 8 is a joint plate 4, a single component that constitutes a plate-shaped roofing material 1 to be installed in multiple stages on the roof 2 of a building having a slope 27, and the joint plate 4 has a joint fixing portion 19 on the head side 8, a working length positioning protrusion 20 that protrudes upward at the head end portion 14 of the outer flat surface 23 of the joint plate 4, and a main body head holding portion 32 that extends from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface 23.
In this embodiment, the working length positioning projection 20 has a height of 6.6 mm and projects perpendicularly from the head end 14 of the outer flat surface 23 .
The main body head pressing portion 32 extends from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface portion 23 at an angle that is approximately parallel to the outer flat surface portion 23.
When laying in stages, the head side 8 of the upper plate-like body 3 is inserted below the body head side holding part 32, so it is easier to insert the plate-like body 3 if the body head holding part 32 is slightly wider, but if it is wider than this, the force holding the head end part 14 of the plate-like body 3 will be weakened.
The thickness of the joint water return portion 30 is 5.5 mm, which is 0.5 mm less than the thickness of the plate-like main body 3.
The joint plate 4 has a linear water-stopping protrusion 22 in the head-to-tail direction, and the joint fixing portion 19 is provided on the head side 8 of an outer flat portion 23 provided on the outside of the water-stopping protrusion 22.
A slip prevention hole 24 is provided on the rear end 7.
A plurality of joint fixing portions 19 are provided on the head side 8 on both sides of the outer flat surface portion 23 .
In this embodiment, the joint fixing portion 19, the water-stopping convex portion 22, the outer flat portion 23, the anti-slip holes 24, etc. are arranged on both sides of the joint plate 4 in line symmetry with respect to the center thereof.
The joint fixing portion 19 has a horizontally elongated hole shape, and when it is joined to the main body fixing portion 12 of the plate-like main body 3, it can be fixed even if the hole position is slightly misaligned in the horizontal direction.
In this embodiment, three joint fixing portions 19 are provided on one side and six on both sides, so that three types of gradients 27 can be accommodated.
The distance from the center of the joint fixing portion 19 to the working length positioning protrusion 20 is the main body fixing vertical overlap dimension.
The joint fixing portion 19 on the tail side 8 is used when the gradient 27 is a 3-inch gradient, and the main body fixing vertical overlap dimension R1 corresponding to a 3-inch gradient is 42.2 mm.
This is the same dimension as the vertical overlap dimension R1 of the plate-shaped main body 3 when the gradient is 3 inches.
The joint fixing portion 19 on the head side 7 is used when the gradient 27 is a 5-inch gradient, and the main body fixing vertical overlap dimension R2 corresponding to a 5-inch gradient is 25.3 mm.
This is the same dimension as the vertical overlap dimension R2 of the plate-shaped body 3 when the gradient is 5 inches.
In an embodiment in which the working length positioning protrusion 20 is provided at the head end 14 of the outer flat portion 23, the overall length dimension LAJ of the joint plate 4 is 315 mm, which is 10 mm longer than the overall length dimension LA of the plate-shaped main body 3, and when the joint plates are laid together, the joint water-repellent portion 30 of the joint plate 4 is positioned 10 mm away from the butt end 13 of the plate-shaped main body 3.
The water-stopping protrusions 22 arranged linearly in the head-to-tail direction are press-molded to form convex water-repellents 1.4 mm high in the embodiment, but rubber or elastomer water-stopping materials may also be attached.
A water-stop material such as foamed EPDM rubber is compressed when the roof is laid and adheres closely to the back surface of the plate-like body 3, so that it has excellent water-stopping properties.

図9は他の実施例による板状屋根材の屋根伏せ図及び施工断面図である。
図9(a)は板状屋根材1の屋根伏せ図である。
屋根端部28はケラバ部であり、屋根端部28には板状屋根材1と規格化形状屋根材29が1段毎に交互に配置される。
ジョイント板4には片側3箇所、両側6箇所のジョイント固定部19に対し、最も尻側7に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も尻側7に設けたジョイント固定部19を用いることで3寸勾配のときに働き長さの水平投影寸法Lhが227.5mmで板状屋根材1を配置することが出来る。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の両側の外側平面部23の頭端部14に設け、頭端部14より垂直に立ち上げている。
本体働き長さ位置決め基準部21は板状本体3の頭端部14である。
板状本体3の中央に設けた2箇所の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
板状本体3の中央に取り付けたジョイント板4の働き長さ位置決め突部20は、千鳥葺きで葺かれる上段の板状本体3の頭端部14の両サイド側を当て止めして板状本体3を正確に配置する。
ジョイント板全長さ寸法LAJは板状本体3の全長さ寸法LAより長く、働き長さ位置決め突部20に本体働き長さ位置決め基準部21を当て止めして板状本体3を配置した時には、板状本体3の尻端部13とジョイント水返し部30には隙間が出来る。
図中にA-A断面の断面指示が記載されており、図9(b)の流れ方向6のA-A断面図の断面箇所を示している。
FIG. 9 shows a roof installation diagram and a cross-sectional view of a sheet roofing material according to another embodiment.
FIG. 9( a ) is a roof plan of the plate-shaped roofing material 1 .
The roof edge 28 is a ridge portion, and the plate-shaped roofing materials 1 and the standardized shape roofing materials 29 are arranged alternately in each row on the roof edge 28.
The joint plate 4 has three joint fixing parts 19 on one side and six on both sides, and is fixed with fixing fasteners 25 using the joint fixing part 19 provided at the rear end 7.
By using the joint fixing portion 19 provided at the tail end 7, the plate-shaped roofing material 1 can be arranged with a horizontal projection dimension Lh of the working length of 227.5 mm when the slope is 3 sun.
The working length positioning projections 20 of the joint plate 4 are provided on the head end portions 14 of the outer flat portions 23 on both sides of the joint plate 4 and extend vertically from the head end portions 14 .
The main body working length positioning reference portion 21 is the head end portion 14 of the plate-shaped main body 3.
The joint fixing portions 19 of the joint plate 4 are placed on the two main body fixing portions 12 provided in the center of the plate-like main body 3, and are fixed together to the roof underlayment 26 with fixing fasteners 25.
The working length positioning projections 20 of the joint plate 4 attached to the center of the plate-like body 3 abut and stop both sides of the head end portion 14 of the upper plate-like body 3 to be covered with staggered roofing, thereby accurately positioning the plate-like body 3.
The overall length dimension LAJ of the joint plate is longer than the overall length dimension LA of the plate-like body 3, and when the plate-like body 3 is positioned by abutting and fixing the body working length positioning reference part 21 against the working length positioning protrusion 20, a gap is formed between the tail end part 13 of the plate-like body 3 and the joint water return part 30.
The cross section designation of the AA cross section is written in the figure, and indicates the cross section location of the AA cross section in the flow direction 6 of FIG. 9(b).

図9(b)は勾配27が3寸勾配の際の流れ方向6の施工断面図である。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の両側の外側平面部23の頭端部14に設け、頭端部14より垂直に立ち上げている。
本体働き長さ位置決め基準部21は板状本体3の頭端部14である。
板状本体3の中央に設けた2箇所の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
屋根下地26に固定緊結材25で固定したジョイント板4の両側の外側平面部23の頭端部14に垂直に立ち上げた働き長さ位置決め突部20に上段の板状本体3の頭端部14を当て止めすることで、屋根上で働き長さ寸法Lを測定しなくても3寸勾配対応の働き長さ寸法L1を決定して板状屋根材1を屋根2に固定する事が出来る。
本体働き長さ位置決め基準部21は板状本体3の頭端部14である。
働き長さ位置決め突部20に本体働き長さ位置決め基準部21を当て止めして板状本体3を配置した時には、板状本体3の尻端部13とジョイント水返し部30には隙間が出来る。
FIG. 9(b) is a cross-sectional view of construction in the flow direction 6 when the gradient 27 is 3 sun gradient.
The working length positioning projections 20 of the joint plate 4 are provided on the head end portions 14 of the outer flat portions 23 on both sides of the joint plate 4 and extend vertically from the head end portions 14 .
The main body working length positioning reference portion 21 is the head end portion 14 of the plate-shaped main body 3.
The joint fixing portions 19 of the joint plate 4 are placed on the two main body fixing portions 12 provided in the center of the plate-like main body 3, and are fixed together to the roof underlayment 26 with fixing fasteners 25.
By abutting and fastening the head end 14 of the upper plate-like body 3 against the working length positioning protrusions 20 that are raised vertically to the head end 14 of the outer flat portion 23 on both sides of the joint plate 4 fixed to the roof underlayment 26 with fixing fasteners 25, it is possible to determine the working length dimension L1 corresponding to a 3-inch gradient and fix the plate-like roof material 1 to the roof 2 without measuring the working length dimension L on the roof.
The main body working length positioning reference portion 21 is the head end portion 14 of the plate-shaped main body 3.
When the plate-like body 3 is arranged with the body working length positioning reference part 21 abutting and stopping the working length positioning protrusion 20, a gap is formed between the tail end part 13 of the plate-like body 3 and the joint water return part 30.

図9(c)は勾配27が3寸勾配の際の流れ方向6の施工断面図において、図9(b)の要部を拡大した施工断面図である。
ジョイント板4のジョイント固定部19と板状本体3の本体固定部12を屋根下地26に固定緊結材25で共打ちにより固定している箇所と働き長さ位置決め突部20に本体働き長さ位置決め基準部21である頭端部14を当て止めにより位置決めしている。
勾配27によって板状本体3には軒先側へ重力が掛かり、ジョイント板4の外側平面部23の頭端部14に設けた働き長さ位置決め突部20に板状本体3の頭端部14を当て止めしやすいというメリットがある。
また、固定緊結材25による固定作業においても重力により一定の荷重が板状本体3に掛かっているため、板状本体3はずれにくいというメリットもある。
しかし、ジョイント板4に設けた働き長さ位置決め突部20が板状本体3の外側に露出するため、外観的なデメリットもある。
FIG. 9(c) is a construction cross-sectional view in the flow direction 6 when the gradient 27 is 3 inches, and is an enlarged construction cross-sectional view of a main part of FIG. 9(b).
The joint fixing portion 19 of the joint plate 4 and the main body fixing portion 12 of the plate-shaped main body 3 are fixed to the roof underlayment 26 by joint fastening material 25, and the head end portion 14, which is the main body working length positioning reference portion 21, is positioned by abutting and stopping against the working length positioning protrusion 20.
The slope 27 causes gravity to act on the plate-shaped main body 3 toward the eaves, which has the advantage of making it easier to abut and secure the head end 14 of the plate-shaped main body 3 against the working length positioning protrusion 20 provided on the head end 14 of the outer flat surface 23 of the joint plate 4.
Furthermore, since a certain load is applied to the plate-shaped main body 3 by gravity during the fixing operation using the fixing binding material 25, there is also the advantage that the plate-shaped main body 3 is less likely to come off.
However, since the working length positioning projection 20 provided on the joint plate 4 is exposed to the outside of the plate-like body 3, there is also a disadvantage in terms of appearance.

図10は他の実施例による板状屋根材の屋根伏せ図及び施工断面図である。
図10(a)は板状屋根材1の屋根伏せ図である。
屋根端部28はケラバ部であり、屋根端部28には板状屋根材1と規格化形状屋根材29が1段毎に交互に配置される。
ジョイント板4には片側3箇所、両側6箇所のジョイント固定部19に対し、最も尻側7に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も尻側7に設けたジョイント固定部19を用いることで3寸勾配のときに働き長さの水平投影寸法Lhが227.5mmで板状屋根材1を配置することが出来る。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の両側の外側平面部23の頭端部14に設け、外側平面部23の頭端部14より垂直に立ち上げている。
働き長さ位置決め突部20の上端から外側平面部23の上面側に延出した本体頭側押さえ部32を設ける。
段葺きの際には、上段の板状本体3の頭側8が前記本体頭側押さえ部32の下方に差し込まれ、板状本体3の頭端部14とジョイント板4の働き長さ位置決め突部20が当接することで働き長さ寸法Lが決定される。
本体働き長さ位置決め基準部21は板状本体3の頭端部14である。
板状本体3の中央に設けた2箇所の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
板状本体3の中央に取り付けたジョイント板4の働き長さ位置決め突部20は、千鳥葺きで葺かれる上段の板状本体3の頭端部14の両サイド側を当て止めして板状本体3を正確に配置する。
ジョイント板全長さ寸法LAJは板状本体3の全長さ寸法LAより長く、働き長さ位置決め突部20に本体働き長さ位置決め基準部21を当て止めして板状本体3を配置した時には、板状本体3の尻端部13とジョイント水返し部30には隙間が出来る。
図中にA-A断面の断面指示が記載されており、図10(b)の流れ方向6のA-A断面図の断面箇所を示している。
FIG. 10 shows a roof installation diagram and a cross-sectional view of a sheet roofing material according to another embodiment.
FIG. 10( a ) is a roof plan of the plate-shaped roofing material 1 .
The roof edge 28 is a ridge portion, and the plate-shaped roofing materials 1 and the standardized shape roofing materials 29 are arranged alternately in each row on the roof edge 28.
The joint plate 4 has three joint fixing parts 19 on one side and six on both sides, and is fixed with fixing fasteners 25 using the joint fixing part 19 provided at the rear end 7.
By using the joint fixing portion 19 provided at the tail end 7, the plate-shaped roofing material 1 can be arranged with a horizontal projection dimension Lh of the working length of 227.5 mm when the slope is 3 sun.
The working length positioning projections 20 of the joint plate 4 are provided on the head end portions 14 of the outer flat portions 23 on both sides of the joint plate 4 and extend vertically from the head end portions 14 of the outer flat portions 23 .
A main body head side pressing portion 32 is provided extending from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface portion 23 .
When laying in stages, the head side 8 of the upper plate-shaped body 3 is inserted below the head side holding portion 32 of the body, and the working length dimension L is determined by the abutment of the head end portion 14 of the plate-shaped body 3 and the working length positioning protrusion 20 of the joint plate 4.
The main body working length positioning reference portion 21 is the head end portion 14 of the plate-shaped main body 3.
The joint fixing portions 19 of the joint plate 4 are placed on the two main body fixing portions 12 provided in the center of the plate-like main body 3, and are fixed together to the roof underlayment 26 with fixing fasteners 25.
The working length positioning projections 20 of the joint plate 4 attached to the center of the plate-like body 3 abut and stop both sides of the head end portion 14 of the upper plate-like body 3 to be covered with staggered roofing, thereby accurately positioning the plate-like body 3.
The overall length dimension LAJ of the joint plate is longer than the overall length dimension LA of the plate-like body 3, and when the body working length positioning reference part 21 is brought into contact with the working length positioning protrusion 20 and the plate-like body 3 is positioned, a gap is formed between the tail end part 13 of the plate-like body 3 and the joint water return part 30.
The cross section designation of the AA cross section is written in the figure, and indicates the cross section location of the AA cross section in the flow direction 6 of FIG. 10(b).

図10(b)は勾配27が3寸勾配の際の流れ方向6の施工断面図である。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の両側の外側平面部23の頭端部14に設け、外側平面部23の頭端部14より垂直に立ち上げている。
働き長さ位置決め突部20の上端から外側平面部23の上面側に延出した本体頭側押さえ部32を設ける。
段葺きの際には、上段の板状本体3の頭側8が前記本体頭側押さえ部32の下方に差し込まれ、板状本体3の頭端部14とジョイント板4の働き長さ位置決め突部20が当接することで働き長さ寸法Lが決定される。
本体働き長さ位置決め基準部21は板状本体3の頭端部14である。
板状本体3の中央に設けた2箇所の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
屋根下地26に固定緊結材25で固定したジョイント板4の両側の外側平面部23の頭端部14に垂直に立ち上げた働き長さ位置決め突部20に上段の板状本体3の頭端部14を当て止めすることで、屋根上で働き長さ寸法Lを測定しなくても3寸勾配対応の働き長さ寸法L1が決定され板状屋根材1を屋根2に固定する事が出来る。
働き長さ位置決め突部20に本体働き長さ位置決め基準部21を当て止めして板状本体3を配置した時には、ジョイント板全長さ寸法LAJが板状本体3の全長さ寸法LAより長いため、板状本体3の尻端部13とジョイント板4のジョイント水返し部30には隙間が出来る。
FIG. 10(b) is a cross-sectional view of construction in the flow direction 6 when the gradient 27 is 3 sun gradient.
The working length positioning projections 20 of the joint plate 4 are provided on the head end portions 14 of the outer flat portions 23 on both sides of the joint plate 4 and extend vertically from the head end portions 14 of the outer flat portions 23 .
A main body head side pressing portion 32 is provided extending from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface portion 23 .
When laying in stages, the head side 8 of the upper plate-shaped body 3 is inserted below the head side holding portion 32 of the body, and the working length dimension L is determined by the abutment of the head end portion 14 of the plate-shaped body 3 and the working length positioning protrusion 20 of the joint plate 4.
The main body working length positioning reference portion 21 is the head end portion 14 of the plate-shaped main body 3.
The joint fixing portions 19 of the joint plate 4 are placed on the two main body fixing portions 12 provided in the center of the plate-like main body 3, and are fixed together to the roof underlayment 26 with fixing fasteners 25.
By abutting and fastening the head end 14 of the upper plate-like body 3 against the working length positioning protrusions 20 that are raised vertically to the head end 14 of the outer flat portion 23 on both sides of the joint plate 4 fixed to the roof underlayment 26 with fixing fasteners 25, the working length dimension L1 corresponding to a 3-inch gradient can be determined without measuring the working length dimension L on the roof, and the plate-like roof material 1 can be fixed to the roof 2.
When the plate-like body 3 is positioned by abutting and fixing the body working length positioning reference part 21 against the working length positioning protrusion 20, a gap is formed between the tail end part 13 of the plate-like body 3 and the joint water return part 30 of the joint plate 4, since the total length dimension LAJ of the joint plate is longer than the total length dimension LA of the plate-like body 3.

図10(c)は勾配27が3寸勾配の際の流れ方向6の施工断面図において、図10(b)の要部を拡大した施工断面図である。
ジョイント板4のジョイント固定部19と板状本体3の本体固定部12を屋根下地26に固定緊結材25で共打ちにより固定している箇所と働き長さ位置決め突部20に本体働き長さ位置決め基準部21である頭端部14を当て止めにより位置決めしている。
ジョイント板4には頭側8にジョイント固定部19を設け、ジョイント板4の外側平面部23の頭端部14に上面側へ突出した働き長さ位置決め突部20を設け、さらに働き長さ位置決め突部20の上端から外側平面部23の上面側に延出させた本体頭押さえ部32を設ける。
働き長さ位置決め突部20の上端から外側平面部23の上面側に延出する本体頭押さえ部32は、外側平面部23と平行からやや上向き加減の鈍角で延出する。
段葺きの際に上段の板状本体3の頭側8が本体頭側押さえ部32の下方に差し込まれるため、本体頭押さえ部32はやや上向きで広がっている方が板状本体3を差し込みやすい。
しかし、あまり広がりすぎると板状本体3の頭端部14を押さえる力が弱まってしまうというデメリットが発生する。
勾配27によって板状本体3には軒先側へ重力が掛かり、ジョイント板4の外側平面部23の頭端部14に設けた働き長さ位置決め突部20に板状本体3の頭端部14を当て止めしやすいというメリットがある。
また、固定緊結材25による固定作業においても重力により一定の荷重が板状本体3に掛かっているため、板状本体3はずれにくいというメリットもある。
しかし、ジョイント板4に設けた働き長さ位置決め突部20が板状本体3の外側に露出するため、外観的なデメリットもある。
FIG. 10(c) is a construction cross-sectional view in the flow direction 6 when the gradient 27 is 3 inches, and is an enlarged construction cross-sectional view of a main part of FIG. 10(b).
The joint fixing portion 19 of the joint plate 4 and the main body fixing portion 12 of the plate-shaped main body 3 are fixed to the roof underlayment 26 by joint fastening material 25, and the head end portion 14, which is the main body working length positioning reference portion 21, is positioned by abutting and stopping against the working length positioning protrusion 20.
The joint plate 4 has a joint fixing portion 19 on the head side 8, a working length positioning protrusion 20 protruding upward from the head end portion 14 of the outer flat surface 23 of the joint plate 4, and a main body head holding portion 32 extending from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface 23.
The main body head pressing portion 32 extending from the upper end of the working length positioning protrusion 20 to the upper surface side of the outer flat surface portion 23 extends at an obtuse angle slightly upward from parallel to the outer flat surface portion 23 .
When laying in stages, the head side 8 of the upper plate-like body 3 is inserted below the body head side holding part 32, so it is easier to insert the plate-like body 3 if the body head holding part 32 is slightly upward and widened.
However, if it is spread too much, there is a disadvantage that the force pressing down on the head end 14 of the plate-like body 3 is weakened.
The slope 27 causes gravity to act on the plate-shaped main body 3 toward the eaves, which has the advantage of making it easier to abut and secure the head end 14 of the plate-shaped main body 3 against the working length positioning protrusion 20 provided on the head end 14 of the outer flat surface 23 of the joint plate 4.
Furthermore, since a certain load is applied to the plate-shaped main body 3 by gravity during the fixing operation using the fixing binding material 25, there is also the advantage that the plate-shaped main body 3 is less likely to come off.
However, since the working length positioning projection 20 provided on the joint plate 4 is exposed to the outside of the plate-like body 3, there is also a disadvantage in terms of appearance.

図11は他の実施例による板状本体3の製品図面であり、投影法による6面図である。
図11の製品は図1の製品と基本的には同じだが、板状本体3の下面10に本体働き長さ位置決め基準部21を設けている所だけが異なる。
よって、図1に記載の製品の実施例は省略し、板状本体3の下面10に設けた本体働き長さ位置決め基準部21の箇所だけを記載する。
本体働き長さ位置決め基準部21は、板状本体3のジョイント部重なり切り欠き31の下面10に設ける。
実施例ではジョイント部重なり切り欠き31の下面10は、板状本体3の下面から1.5mmを切り欠いたレベルになっている。
本体働き長さ位置決め基準部21は、ジョイント部重なり切り欠き31から板状本体3の下面レベルまで突出させ、突出させた頭側8を本体働き長さ位置決め基準部21とする。
実施例では、本体働き長さ位置決め基準部21を設ける位置は本体固定部12の中心から210mmの位置とする。
FIG. 11 is a product drawing of a plate-like body 3 according to another embodiment, and is a six-view projection drawing.
The product in FIG. 11 is basically the same as the product in FIG. 1, except that a main body working length positioning reference portion 21 is provided on the underside 10 of the plate-like main body 3.
Therefore, the embodiment of the product shown in FIG. 1 will be omitted, and only the location of the body working length positioning reference portion 21 provided on the lower surface 10 of the plate-like body 3 will be described.
The main body working length positioning reference portion 21 is provided on the underside 10 of the joint portion overlapping notch 31 of the plate-shaped main body 3.
In this embodiment, the lower surface 10 of the joint overlapping notch 31 is at a level cut out 1.5 mm from the lower surface of the plate-like body 3 .
The main body working length positioning reference portion 21 protrudes from the joint portion overlapping notch 31 to the level of the underside of the plate-like main body 3, and the protruding head side 8 serves as the main body working length positioning reference portion 21.
In this embodiment, the main body working length positioning reference portion 21 is provided at a position 210 mm from the center of the main body fixing portion 12.

図12は他の実施例によるジョイント板4の製品図面であり、投影法による3面図である。
図12の製品は勾配27を有する建物の屋根2に複数段設置する板状屋根材1を構成する1部材のジョイント板4であり、ジョイント板4には頭側8にジョイント固定部19を設け、ジョイント板4の外側平面部23に上面側へ突出した働き長さ位置決め突部20を設けている。
実施例では、働き長さ位置決め突部20は1.4mmの高さとし、外側平面部23の側端で、かつ、ずれ止め穴24の中心から210mmの位置に働き長さ位置決め突部20を設ける。
ジョイント板4は頭―尻方向で線状の止水凸部22を有し、前記ジョイント固定部19は前記止水凸部22の外側に設けた外側平面部23の頭側8に設けている。
ジョイント固定部19は、前記外側平面部23の両側の頭側8に複数個を設けている。
実施例では、ジョイント固定部19、止水凸部22、外側平面部23、ずれ止め穴24などは、ジョイント板4の中心から線対称で両側に配置されている。
ジョイント固定部19は、横長の穴形状であり板状本体3の本体固定部12と共打ちする際に、横方向で穴位置が多少ずれても固定出来るようになっている。
実施例のジョイント固定部19は、片側3個、両側6個設けていて、3種類の勾配27に対応出来るようになっている。
実施例では、ジョイント板4の全長さ寸法LAJは305mmであり、板状本体3の全長さ寸法LAと同じである。
ジョイント板4の頭端部14は葺き合わせた際に板状本体3の頭端部14よりも10mm控えた位置になるため、板状本体3の尻端部13よりもジョイント板4のジョイント水返し部30は10mm離れた位置関係となる。
頭-尻方向で線状に設けた止水凸部22は、実施例ではプレス成型により1.4mmの高さの凸状の水返しとしているが、ゴム系やエラストマー系の止水材を取り付けても良い。
発泡させたEPDMゴムの止水材などは、葺き合わせ時に圧縮して板状本体3の裏面と密着するので止水性に優れる。
FIG. 12 is a product drawing of a joint plate 4 according to another embodiment, and is a three-view projection drawing.
The product in Figure 12 is a joint plate 4, a single component that constitutes a plate-shaped roofing material 1 to be installed in multiple stages on the roof 2 of a building having a slope 27. The joint plate 4 has a joint fixing portion 19 on the head side 8, and a working length positioning protrusion 20 that protrudes upward on the outer flat surface 23 of the joint plate 4.
In this embodiment, the working length positioning projection 20 has a height of 1.4 mm and is provided at the side edge of the outer flat surface portion 23 and at a position 210 mm from the center of the anti-slip hole 24 .
The joint plate 4 has a linear water-stopping protrusion 22 in the head-to-tail direction, and the joint fixing portion 19 is provided on the head side 8 of an outer flat portion 23 provided on the outside of the water-stopping protrusion 22.
A plurality of joint fixing portions 19 are provided on the head side 8 on both sides of the outer flat surface portion 23 .
In this embodiment, the joint fixing portion 19, the water-stopping convex portion 22, the outer flat portion 23, the anti-slip holes 24, etc. are arranged on both sides of the joint plate 4 in line symmetry with respect to the center thereof.
The joint fixing portion 19 has a horizontally elongated hole shape, and when it is joined to the main body fixing portion 12 of the plate-like main body 3, it can be fixed even if the hole position is slightly misaligned in the horizontal direction.
In this embodiment, three joint fixing portions 19 are provided on one side and six on both sides, so that three types of gradients 27 can be accommodated.
In this embodiment, the overall length LAJ of the joint plate 4 is 305 mm, which is the same as the overall length LA of the plate-like body 3 .
Since the head end 14 of the joint plate 4 is positioned 10 mm back from the head end 14 of the plate-like body 3 when the roofing is completed, the joint water return part 30 of the joint plate 4 is positioned 10 mm away from the tail end 13 of the plate-like body 3.
The water-stopping protrusions 22 arranged linearly in the head-to-tail direction are press-molded to form convex water-repellents 1.4 mm high in the embodiment, but rubber or elastomer water-stopping materials may also be attached.
A water-stop material such as foamed EPDM rubber is compressed when the roof is laid and adheres closely to the back surface of the plate-like body 3, so that it has excellent water-stopping properties.

図13は他の実施例による板状屋根材の屋根伏せ図及び施工断面図である。
図13(a)は板状屋根材1の屋根伏せ図である。
屋根端部28はケラバ部であり、屋根端部28には板状屋根材1と規格化形状屋根材29が1段毎に交互に配置される。
ジョイント板4には片側3箇所、両側6箇所のジョイント固定部19に対し、最も尻側7に設けたジョイント固定部19を用いて固定緊結材25で固定している。
最も尻側7に設けたジョイント固定部19を用いることで3寸勾配のときに働き長さの水平投影寸法Lhが227.5mmで板状屋根材1を配置することが出来る。
ジョイント板4の外側平面部23に上面側へ突出した働き長さ位置決め突部20を設けている。
段葺きの際には、ジョイント板4の働き長さ位置決め突部20に上段の板状本体3の下面10に設けた本体働き長さ位置決め基準部21が当て止めされて、働き長さ寸法Lが決定される。
板状本体3の下面10に本体働き長さ位置決め基準部21設けた板状本体3の形状は、図11に記載の板状本体3である。
板状本体3の中央に設けた2箇所の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
ジョイント板4の頭端部14は葺き合わせた際に板状本体3の頭端部14よりも10mm控えた位置になるため、板状本体3の尻端部13よりもジョイント板4のジョイント水返し部30は10mm離れた位置関係となる。
図中にA-A断面の断面指示が記載されており、図13(b)の流れ方向6のA-A断面図の断面箇所を示している。
FIG. 13 shows a roof installation diagram and a cross-sectional view of a sheet roofing material according to another embodiment.
FIG. 13( a ) is a roof plan of the plate-shaped roofing material 1 .
The roof edge 28 is a ridge portion, and the plate-shaped roofing materials 1 and the standardized shape roofing materials 29 are arranged alternately in each row on the roof edge 28.
The joint plate 4 has three joint fixing parts 19 on one side and six on both sides, and is fixed with fixing fasteners 25 using the joint fixing part 19 provided at the rear end 7.
By using the joint fixing portion 19 provided at the tail end 7, the plate-shaped roofing material 1 can be arranged with a horizontal projection dimension Lh of the working length of 227.5 mm when the slope is 3 sun.
The outer flat surface 23 of the joint plate 4 is provided with a working length positioning protrusion 20 that protrudes upward.
When laying in stages, the working length positioning protrusion 20 of the joint plate 4 is abutted against the main body working length positioning reference portion 21 provided on the underside 10 of the upper plate-shaped main body 3, thereby determining the working length dimension L.
The shape of the plate-like body 3 having the body working length positioning reference portion 21 on the lower surface 10 of the plate-like body 3 is the plate-like body 3 shown in FIG.
The joint fixing portions 19 of the joint plate 4 are placed on the two main body fixing portions 12 provided in the center of the plate-like main body 3, and are fixed together to the roof underlayment 26 with fixing fasteners 25.
Since the head end 14 of the joint plate 4 is positioned 10 mm back from the head end 14 of the plate-like body 3 when the roofing is completed, the joint water return part 30 of the joint plate 4 is positioned 10 mm away from the tail end 13 of the plate-like body 3.
The cross section indication of the AA cross section is written in the figure, and indicates the cross section location of the AA cross section in the flow direction 6 of FIG. 13(b).

図13(b)は勾配27が3寸勾配の際の流れ方向6の施工断面図である。
ジョイント板4の働き長さ位置決め突部20はジョイント板4の両側の外側平面部23の中央側端に設けている。
段葺きの際には、ジョイント板4の働き長さ位置決め突部20が上段の板状本体3の下面10に設けた本体働き長さ位置決め基準部21を頭側8で当接し、働き長さ寸法Lが決定される。
板状本体3の下面10に本体働き長さ位置決め基準部21設けた板状本体3の形状は、図11に記載の板状本体3である。
本体働き長さ位置決め基準部21は、板状本体3のジョイント部重なり切り欠き31の下面10に設ける。
板状本体3の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
ジョイント板4の頭端部14は葺き合わせた際に板状本体3の頭端部14よりも10mm控えた位置になるため、板状本体3の尻端部13よりもジョイント板4のジョイント水返し部30は10mm離れた位置関係となる。
FIG. 13(b) is a cross-sectional view of construction in the flow direction 6 when the gradient 27 is 3 sun gradient.
The working length positioning projections 20 of the joint plate 4 are provided at the center end of the outer flat surface portions 23 on both sides of the joint plate 4.
When laying in stages, the working length positioning protrusion 20 of the joint plate 4 abuts the main body working length positioning reference portion 21 provided on the underside 10 of the upper plate-shaped main body 3 at the head side 8, and the working length dimension L is determined.
The shape of the plate-like body 3 having the body working length positioning reference portion 21 on the lower surface 10 of the plate-like body 3 is the plate-like body 3 shown in FIG.
The main body working length positioning reference portion 21 is provided on the underside 10 of the joint portion overlapping notch 31 of the plate-shaped main body 3.
The joint fixing portion 19 of the joint plate 4 is laid on the main body fixing portion 12 of the plate-like main body 3, and they are fixed together to the roof substrate 26 with a fixing fastening material 25.
Since the head end 14 of the joint plate 4 is positioned 10 mm back from the head end 14 of the plate-like body 3 when the roofing is completed, the joint water return part 30 of the joint plate 4 is positioned 10 mm away from the tail end 13 of the plate-like body 3.

図13(c)は勾配27が3寸勾配の際の流れ方向6の施工断面図において、図13(b)の要部を拡大した施工断面図である。
段葺きの際には、ジョイント板4の働き長さ位置決め突部20が上段の板状本体3の下面10に設けた本体働き長さ位置決め基準部21を頭側8で当接し、働き長さ寸法Lが決定される。
板状本体3の本体固定部12にジョイント板4のジョイント固定部19を重ね、屋根下地26に固定緊結材25で共打ちにより固定する。
ジョイント板4の外側平面部23に設けた働き長さ位置決め突部20が板状本体3の下面10に設けた本体働き長さ位置決め基準部21を頭側8で当接する際に、勾配27によって板状本体3には軒先側へ重力が掛かるので位置決めがしやすいというメリットがある。
また、固定緊結材25による固定作業においても重力により一定の荷重が板状本体3に掛かっているため、板状本体3はずれにくいというメリットもある。
FIG. 13(c) is a construction cross-sectional view in the flow direction 6 when the gradient 27 is 3 inches, and is an enlarged construction cross-sectional view of a main part of FIG. 13(b).
When laying in stages, the working length positioning protrusion 20 of the joint plate 4 abuts the main body working length positioning reference portion 21 provided on the underside 10 of the upper plate-shaped main body 3 at the head side 8, and the working length dimension L is determined.
The joint fixing portion 19 of the joint plate 4 is laid on the main body fixing portion 12 of the plate-like main body 3, and they are fixed together to the roof substrate 26 with a fixing fastening material 25.
When the working length positioning protrusion 20 provided on the outer flat surface 23 of the joint plate 4 abuts the main body working length positioning reference portion 21 provided on the underside 10 of the plate-like main body 3 at the head side 8, the slope 27 causes gravity to be applied to the plate-like main body 3 toward the eaves end, which has the advantage of making positioning easier.
Furthermore, since a certain load is applied to the plate-shaped main body 3 by gravity during the fixing operation using the fixing binding material 25, there is also the advantage that the plate-shaped main body 3 is less likely to come off.

図14は実施例による板状屋根材の寄棟切妻混合屋根での屋根伏せ図である。
屋根2は、5つの屋根面を有する棟違い屋根であり、水平投影図ではL字型の屋根形状である。
設計単位寸法Pは、尺モジュールであり、1Pが910mmである。
軒の出33は455mm、破風の出34も455mmであり、設計単位寸法Pで表すと0.5Pとなる。
板状屋根材1の働き幅寸法Wは455mm、働き長さの水平投影寸法Lhは227.5mmであり、設計単位寸法Pで表すと0.5Pと0.25Pとなる。
屋根2には多くの屋根端部28を有しており、2本の陸棟部35、4本の隅棟部36、左右のケラバ部37、1本の谷部39といった屋根端部28を有している。
また、陸棟部35と2本の隅棟部36が交差する屋根端部28の三又部38、陸棟部35と隅棟部36と谷部39が交差する屋根端部28の寄棟棟違い部40を有している。
棟違い部は切妻屋根と寄棟屋根で異なった形状の規格化形状屋根材29を有する。
本実施例での棟違い部は寄棟棟違い部40である。
陸棟部35に配置される規格化形状屋根材29は陸棟規格化形状屋根材43であり、板状本体3の尻側7の縦重なり部分が切断された形状である。
全ての陸棟部35には同一形状の陸棟規格化形状屋根材43が用いられる。
隅棟部36に配置される規格化形状屋根材29は隅棟右規格化形状屋根材41と隅棟左規格化形状屋根材42であり、左右の隅棟部36の角度に合わせて板状本体3を切断した形状である。
右側の隅棟部36には同一形状の隅棟右規格化形状屋根材41が用いられ、左側の隅棟部36には同一形状の隅棟左規格化形状屋根材42が用いられる。
ケラバ部37に配置される規格化形状屋根材29は板状本体3を用いた板状屋根材1と板状本体3を半分に切断した半瓦50である。
実施例では、板状屋根材1を千鳥葺きしているのでケラバ部37では規格化形状屋根材29として板状屋根材1と半瓦50を1段ごとに交互に用いている。
全てのケラバ部37には同一形状の半瓦50と板状屋根材1が用いられる。
三又部38に配置される規格化形状屋根材29は三角形形状の屋根面に用いる三又規格化形状屋根材44と陸棟部35を有する屋根面に用いる陸隅右規格化形状屋根材48と陸隅左規格化形状屋根材49である。
陸隅右規格化形状屋根材48と陸隅左規格化形状屋根材49は、隅棟右規格化形状屋根材41と隅棟左規格化形状屋根材42の尻側7の縦重なり部分が切断された形状である。
三又規格化形状屋根材44は、陸隅右規格化形状屋根材48と陸隅左規格化形状屋根材49の斜め切断部を合わせた二等辺三角形形状である。
全ての三又部38には同一形状の三又規格化形状屋根材44と陸隅右規格化形状屋根材48と陸隅左規格化形状屋根材49が用いられる。
谷部39に配置される規格化形状屋根材29は谷右規格化形状屋根材45と谷左規格化形状屋根材46であり、谷部39の角度に合わせて板状本体3を左右面で切断した形状である。
軒側から見て谷部39の左側に位置する方に谷右規格化形状屋根材45が用いられ、右側に位置する方に谷左規格化形状屋根材46が用いられる。
全ての谷部39には同一形状の谷右規格化形状屋根材45と谷左規格化形状屋根材46が用いられる。
寄棟棟違い部40に配置される規格化形状屋根材29は軒側から見て右方向に隅棟がある実施例においては寄棟棟違右規格化形状屋根材47である。
寄棟棟違右規格化形状屋根材47の形状は、板状本体3を隅棟部36の角度に合わせて切断し、陸棟部35に面している部分は板状本体3の尻側7の縦重なり部分が切断された形状である。
見え掛かり部は、板状屋根材1や陸棟規格化形状屋根材43と同様に見えるが、実際の形状は隅棟部36に面している部分は縦重なり部分があり他の規格化形状屋根材29とは異なる形状である。
実施例のように右側に隅棟部36がある全ての寄棟棟違い部40には同一形状の寄棟棟違右規格化形状屋根材47が用いられる。
FIG. 14 is a roof plan of a gabled hip roof using sheet roofing materials according to the embodiment.
The roof 2 is a staggered roof having five roof surfaces, and has an L-shaped roof shape in horizontal projection.
The design unit dimension P is a shaku module, and 1P is 910 mm.
The eaves projection 33 is 455 mm and the gable projection 34 is also 455 mm, which is 0.5P when expressed in design unit dimension P.
The working width dimension W of the plate-shaped roofing material 1 is 455 mm, and the horizontal projection dimension Lh of the working length is 227.5 mm, which are 0.5P and 0.25P when expressed in terms of the design unit dimension P.
The roof 2 has many roof edges 28, including two ridge portions 35, four corner portions 36, left and right eaves 37, and one valley portion 39.
It also has a trifurcated portion 38 at the roof end 28 where the land ridge portion 35 and two corner ridge portions 36 intersect, and a hipped ridge portion 40 at the roof end 28 where the land ridge portion 35, corner ridge portion 36 and valley portion 39 intersect.
The uneven ridge portion has standardized shape roofing materials 29 of different shapes for gable roofs and hip roofs.
The ridge offset portion in this embodiment is a hip ridge offset portion 40 .
The standardized roofing material 29 arranged in the land ridge portion 35 is a land ridge standardized roofing material 43, and has a shape in which the vertical overlapping portion of the tail end 7 of the plate-like main body 3 is cut off.
All land-ridge portions 35 use land-ridge standardized shape roofing materials 43 of the same shape.
The standardized roofing materials 29 placed at the corner ridge portions 36 are the right corner ridge standardized roofing material 41 and the left corner ridge standardized roofing material 42, and are shaped by cutting the plate-shaped main body 3 to match the angles of the left and right corner ridge portions 36.
A right-corner ridge standardized roofing material 41 of the same shape is used for the right-side corner ridge portion 36, and a left-corner ridge standardized roofing material 42 of the same shape is used for the left-side corner ridge portion 36.
The standardized roofing material 29 arranged on the eaves 37 is a plate-shaped roofing material 1 using a plate-shaped main body 3 and a half roof tile 50 formed by cutting the plate-shaped main body 3 in half.
In this embodiment, the plate-shaped roofing materials 1 are used in a staggered pattern, so that the plate-shaped roofing materials 1 and half roof tiles 50 are used alternately in each row as the standardized shape roofing materials 29 in the eaves portion 37.
Half roof tiles 50 and plate-shaped roofing materials 1 of the same shape are used for all of the eaves portions 37.
The standardized shaped roof materials 29 placed in the three-pronged portion 38 are a three-pronged standardized shaped roof material 44 used for triangular shaped roof surfaces, and a land corner right standardized shaped roof material 48 and a land corner left standardized shaped roof material 49 used for roof surfaces having a land ridge portion 35.
The land corner right standardized shape roof material 48 and the land corner left standardized shape roof material 49 have shapes in which the vertical overlapping portions of the tail end 7 of the corner ridge right standardized shape roof material 41 and the corner ridge left standardized shape roof material 42 are cut off.
The three-pronged standardized roofing material 44 has an isosceles triangular shape formed by combining the diagonally cut portions of the land corner right standardized roofing material 48 and the land corner left standardized roofing material 49 .
All three-pronged sections 38 use the same three-pronged standardized roofing material 44, land corner right standardized roofing material 48, and land corner left standardized roofing material 49.
The standardized shaped roof materials 29 placed in the valley portion 39 are the valley right standardized shaped roof material 45 and the valley left standardized shaped roof material 46, and are shaped by cutting the plate-shaped body 3 on the left and right sides to match the angle of the valley portion 39.
When viewed from the eaves side, a valley-right standardized roofing material 45 is used on the side located to the left of the valley portion 39, and a valley-left standardized roofing material 46 is used on the side located to the right.
The same shaped valley right standardized roofing material 45 and valley left standardized roofing material 46 are used for all the valley portions 39.
The standardized roof material 29 arranged at the hipped ridge staggered portion 40 is a right-side standardized hipped ridge staggered roof material 47 in an embodiment in which the corner ridge is on the right side when viewed from the eaves side.
The shape of the standardized hip roof material 47 is obtained by cutting the plate-like body 3 to match the angle of the corner ridge portion 36, and the portion facing the land ridge portion 35 is formed by cutting the vertical overlap portion of the butt end 7 of the plate-like body 3.
The apparent portion looks similar to the plate-shaped roofing material 1 and the land-ridge standardized shape roofing material 43, but the actual shape is different from the other standardized shape roofing materials 29 in that the part facing the corner ridge portion 36 has a vertical overlapping portion.
As in the embodiment, the same shape of standardized hip roof material 47 is used for all hip roof misalignment sections 40 that have a corner ridge section 36 on the right side.

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。
また、板状屋根材1の板状本体3の材質は、タイルなどのセラミックス素材に限らず、セメント素材や金属素材、樹脂素材、木材など、様々な素材で利用できる。
ジョイント板4の材質についても金属素材に限らず様々な素材で利用できる。
実施例では働き幅寸法Wが455mm、働き長さの水平投影寸法Lhが227.5mmとしたが、建物の設計単位寸法Pと板状本体3の働き幅寸法W又は働き長さの水平投影寸法Lhが整数比の関係であり、かつ、前記働き幅寸法Wと前記働き長さの水平投影寸法Lhが整数比の関係であれば、様々な寸法で利用できる。
実施例の板状屋根材1や規格化形状屋根材29の割り付け方法は一例であり、本発明の構成の範囲において、様々な割り付け方法で利用できる。
In the present invention, the design unit dimension P of a building is in shaku modules in the embodiment, but the design unit dimension P of a building can be in meter modules or inch modules.
Furthermore, the material of the plate-shaped main body 3 of the plate-shaped roofing material 1 is not limited to ceramic materials such as tiles, but various materials can be used, such as cement materials, metal materials, resin materials, and wood materials.
The material of the joint plate 4 is not limited to metal, and various other materials can be used.
In the embodiment, the working width dimension W is 455 mm and the horizontal projection dimension Lh of the working length is 227.5 mm, but as long as the design unit dimension P of the building and the working width dimension W or the horizontal projection dimension Lh of the working length of the plate-shaped body 3 are in an integer ratio relationship, and the working width dimension W and the horizontal projection dimension Lh of the working length are in an integer ratio relationship, various dimensions can be used.
The method of arranging the plate-shaped roofing material 1 and the standardized shape roofing material 29 in the embodiment is merely an example, and various arrangement methods can be used within the scope of the configuration of the present invention.

1 板状屋根材
2 屋根
3 板状本体
4 ジョイント板
5 桁方向
6 流れ方向
7 尻側
8 頭側
9 側端部
10 下面
11 上面
12 本体固定部
13 尻端部
14 頭端部
15 尻部第1水切り
16 尻部第2水切り
17 頭部第1水切り
18 頭部第2水切り
19 ジョイント固定部
20 働き長さ位置決め突部
21 本体働き長さ位置決め基準部
22 止水凸部
23 外側平面部
24 ずれ止め穴
25 固定緊結材
26 屋根下地
27 勾配
28 屋根端部
29 規格化形状屋根材
30 ジョイント水返し部
31 ジョイント部重なり切り欠き
32 本体頭側上面押さえ部
33 軒の出
34 破風の出
35 陸棟部
36 隅棟部
37 ケラバ部
38 三又部
39 谷部
40 寄棟棟違い部
41 隅棟右規格化形状屋根材
42 隅棟左規格化形状屋根材
43 陸棟規格化形状屋根材
44 三又規格化形状屋根材
45 谷右規格化形状屋根材
46 谷左規格化形状屋根材
47 寄棟棟違右規格化形状屋根材
48 陸隅右規格化形状屋根材
49 陸隅左規格化形状屋根材
50 半瓦
Lh 働き長さの水平投影寸法
L 働き長さ寸法
L1 働き長さ寸法(3寸勾配対応)
L2 働き長さ寸法(5寸勾配対応)
LA 全長さ寸法
W 働き幅寸法
LJ1 ジョイント板働き長さ寸法(3寸勾配対応)
LJ2 ジョイント板働き長さ寸法(5寸勾配対応)
LAJ ジョイント板全長さ寸法
WJ ジョイント板働き幅寸法
WAJ ジョイント板全幅寸法
R1 本体固定縦重なり寸法(3寸勾配対応)
R2 本体固定縦重なり寸法(5寸勾配対応)
P 設計単位寸法
1 Plate-shaped roofing material 2 Roof 3 Plate-shaped body 4 Joint plate 5 Girder direction 6 Flow direction 7 Bottom side 8 Head side 9 Side end 10 Underside 11 Top surface 12 Body fixing portion 13 Bottom end 14 Head end 15 Bottom first flashing 16 Bottom second flashing 17 Head first flashing 18 Head second flashing 19 Joint fixing portion 20 Working length positioning protrusion 21 Body working length positioning reference portion 22 Water-stopping convex portion 23 Outer flat portion 24 Anti-slip hole 25 Fixing fastening material 26 Roof underlay 27 Slope 28 Roof end 29 Standardized shape roofing material 30 Joint water return portion 31 Joint portion overlap notch 32 Body head side upper surface holding portion 33 Eaves overhang 34 Gable overhang 35 Ridge portion 36 Corner ridge portion 37 Eave portion 38 Tri-forked portion 39 Valley portion 40 Hip ridge difference part 41, right corner ridge standardized shape roof material 42, left corner ridge standardized shape roof material 43, land ridge standardized shape roof material 44, triangular standardized shape roof material 45, right valley standardized shape roof material 46, left valley standardized shape roof material 47, right hip ridge difference standardized shape roof material 48, right land corner standardized shape roof material 49, left land corner standardized shape roof material 50, half tile Lh, horizontal projection dimension L of working length, working length dimension L1, working length dimension (compatible with 3-inch slope)
L2 Working length dimension (compatible with 5-inch gradient)
LA Overall length dimension W Working width dimension LJ1 Joint plate working length dimension (compatible with 3-inch gradient)
LJ2 joint plate working length dimension (compatible with 5-inch gradient)
LAJ Joint plate overall length dimension WJ Joint plate working width dimension WAJ Joint plate overall width dimension R1 Main body fixed vertical overlap dimension (compatible with 3-inch gradient)
R2 Main body fixed vertical overlap dimension (compatible with 5-inch gradient)
P Design unit size

Claims (9)

勾配を有する建物の屋根に複数段設置する板状屋根材の屋根構造において、
前記板状屋根材は板状本体とジョイント板からなり、
前記板状屋根材は桁方向では前記板状本体の側端部を当接するように配置し、
流れ方向では下段の前記板状本体の尻側に上段の前記板状本体の頭側を重ねて配置し、
前記ジョイント板は前記板状本体の前記側端部の当接部の下方に設け、
前記ジョイント板には頭側にジョイント固定部を有し、
前記ジョイント板には上面側に突出した働き長さ位置決め突部を有し、
前記板状本体には尻側に本体固定部を有し、
前記板状本体には本体働き長さ位置決め基準部を有し、
前記ジョイント固定部を前記本体固定部の上に位置を合わせて前記ジョイント固定部と前記本体固定部を固定緊結材で同時に屋根下地へ緊結することにより前記板状屋根材として一体化し、
前記建物の設計単位寸法と前記板状本体の働き幅寸法又は働き長さの水平投影寸法が整数比の関係であり、かつ、前記働き幅寸法と前記働き長さの水平投影寸法が整数比の関係とし、
前記板状本体の働き長さ寸法が前記勾配ごとの設定寸法となるよう、前記ジョイント板に前記ジョイント固定部を前記勾配ごとの位置に設け、
前記働き長さ寸法の前記勾配ごとの前記設定寸法は、前記働き長さの水平投影寸法に前記勾配の勾配伸び率を掛けた寸法であり、
段葺きの際に、下段の前記板状本体に固定した前記ジョイント板の前記働き長さ位置決め突部に上段の前記板状本体の前記本体働き長さ位置決め基準部を当て止めすることで前記勾配ごとの規定の働き長さを決定し、
陸棟部、隅棟部、ケラバ部、三又部、谷部、棟違い部などの全ての屋根端部に規格化形状屋根材を配置することを特徴とする板状屋根材における屋根構造。
In a roof structure of plate-shaped roofing materials installed in multiple stages on a sloped roof of a building,
The plate-shaped roofing material comprises a plate-shaped main body and a joint plate,
The plate-shaped roofing material is arranged so that the side end of the plate-shaped body abuts in the girder direction,
In the flow direction, the head side of the upper plate-like body is arranged to overlap the tail side of the lower plate-like body,
the joint plate is provided below the abutting portion of the side end portion of the plate-like body,
The joint plate has a joint fixing portion on the head side,
The joint plate has a working length positioning protrusion protruding from the upper surface side,
The plate-like main body has a main body fixing portion on the rear side,
The plate-shaped main body has a main body working length positioning reference portion,
The roofing material is then secured to the roofing base by fastening the joint fixing portion to the roofing base.
The design unit dimensions of the building and the horizontal projection dimensions of the working width dimension or working length of the plate-like body are in an integer ratio relationship, and the horizontal projection dimensions of the working width dimension and the working length are in an integer ratio relationship,
The joint fixing portion is provided on the joint plate at a position corresponding to each gradient so that the working length dimension of the plate-like body becomes a set dimension for each gradient,
The set dimension for each gradient of the working length dimension is a dimension obtained by multiplying the horizontal projection dimension of the working length by the gradient extension rate of the gradient,
When laying in stages, the specified working length for each gradient is determined by abutting and fixing the body working length positioning reference portion of the plate-like body of the upper stage to the working length positioning protrusion of the joint plate fixed to the plate-like body of the lower stage,
A roof structure using sheet roofing materials is characterized by the placement of standardized shaped roofing materials at all roof edges, such as the ridge, corner ridge, eaves, trifle, valley, and ridge offset.
前記ジョイント板は頭―尻方向で線状の止水凸部を有し、前記ジョイント固定部は前記止水凸部の外側に設けた外側平面部の頭側に設けたことを特徴とする請求項1記載の板状屋根材における屋根構造。 A roof structure using plate-shaped roofing materials as described in claim 1, characterized in that the joint plate has a linear water-stopping convex portion in the head-to-tail direction, and the joint fixing portion is located on the head side of the outer flat portion located outside the water-stopping convex portion. 前記ジョイント固定部は、前記外側平面部の両側の頭側に設けたことを特徴とする請求項2記載の板状屋根材における屋根構造。 3. The roof structure of plate-shaped roofing material according to claim 2 , wherein the joint fixing portions are provided on the head side of both sides of the outer flat surface portion. 前記ジョイント板は前記外側平面部の尻側にずれ止め穴を有し、段葺きの際に上段の前記板状本体の前記本体固定部から固定する前記固定緊結材が下段の前記ジョイント板の前記ずれ止め穴を貫通することを特徴とする請求項2記載の板状屋根材における屋根構造。 The roof structure using plate-shaped roofing materials as described in claim 2, characterized in that the joint plate has a slip- prevention hole on the rear side of the outer flat portion, and the fixing fastener fixed from the main body fixing portion of the upper plate-shaped main body when roofing in stages passes through the slip-prevention hole of the lower joint plate. 前記働き長さ位置決め突部は前記ジョイント板の尻側に設けたジョイント水返し部と兼用し、前記本体働き長さ位置決め基準部は前記板状本体の尻端部とすることを特徴とする請求項1記載の板状屋根材における屋根構造。 The roof structure in the plate-shaped roofing material described in claim 1, characterized in that the working length positioning protrusion also serves as a joint water return portion provided on the rear side of the joint plate, and the main body working length positioning reference portion is the rear end portion of the plate-shaped main body. 前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部の頭端部に設け、前記本体働き長さ位置決め基準部を前記板状本体の頭端部に設けたことを特徴とする請求項2記載の板状屋根材における屋根構造。 A roof structure in a plate-shaped roofing material as described in claim 2, characterized in that the working length positioning protrusion is provided at the head end of the outer flat surface of the joint plate, and the main body working length positioning reference portion is provided at the head end of the plate-shaped main body. 前記外側平面部の頭端部に設けた前記働き長さ位置決め突部の上端から前記外側平面部の上面側に延出した本体頭側押さえ部を設け、段葺きの際に上段の前記板状本体の頭側が前記本体頭側押さえ部の下方に差し込まれることを特徴とする請求項6記載の板状屋根材における屋根構造。 A roof structure using plate-shaped roofing materials as described in claim 6, characterized in that a main body head side retainer is provided extending from the upper end of the working length positioning protrusion provided on the head end of the outer flat surface portion toward the upper surface of the outer flat surface portion, and when laying in stages, the head side of the upper stage plate-shaped main body is inserted below the main body head side retainer. 前記板状本体の側端部下面にジョイント部重なり切り欠きを設け、前記働き長さ位置決め突部を前記ジョイント板の前記外側平面部に設け、前記板状本体の前記ジョイント部重なり切り欠きの下面に突出した前記本体働き長さ位置決め基準部を設け、前記働き長さ位置決め突部が前記本体働き長さ位置決め基準部よりも頭側で前記本体働き長さ位置決め基準部と当接することを特徴とする請求項2記載の板状屋根材における屋根構造。 A roof structure in a plate-shaped roofing material as described in claim 2, characterized in that a joint portion overlapping notch is provided on the underside of the side end of the plate-shaped main body, the working length positioning protrusion is provided on the outer flat surface of the joint plate, the main body working length positioning reference portion is provided protruding from the underside of the joint portion overlapping notch of the plate-shaped main body, and the working length positioning protrusion abuts the main body working length positioning reference portion on the head side of the main body working length positioning reference portion. 前記ジョイント板に前記勾配ごとの位置に設けた前記ジョイント固定部を複数箇所設けたことを特徴とする請求項1記載の板状屋根材における屋根構造。 2. A roof structure using plate-shaped roofing materials according to claim 1 , wherein the joint plate is provided with a plurality of joint fixing portions at positions corresponding to the respective gradients.
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JP2005068825A (en) 2003-08-25 2005-03-17 Kubota Matsushitadenko Exterior Works Ltd Flashing member and plain tile roofing structure
JP2020125641A (en) 2019-02-05 2020-08-20 日鉄日新製鋼株式会社 Roof construction method and metallic roof material used therefor

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JP3388917B2 (en) * 1994-10-12 2003-03-24 積水ハウス株式会社 Tile and roofing method
JPH09195452A (en) * 1996-01-12 1997-07-29 Disco Abrasive Syst Ltd Roofing material
GB2432724A (en) * 2005-11-25 2007-05-30 Rainer Sedelmayer Roof anchor for collector elements

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Publication number Priority date Publication date Assignee Title
JP2005068825A (en) 2003-08-25 2005-03-17 Kubota Matsushitadenko Exterior Works Ltd Flashing member and plain tile roofing structure
JP2020125641A (en) 2019-02-05 2020-08-20 日鉄日新製鋼株式会社 Roof construction method and metallic roof material used therefor

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