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JP4904129B2 - Roof renovation metal fittings, renovation structure of existing roof, renovation method of existing roof - Google Patents

Roof renovation metal fittings, renovation structure of existing roof, renovation method of existing roof Download PDF

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JP4904129B2
JP4904129B2 JP2006310479A JP2006310479A JP4904129B2 JP 4904129 B2 JP4904129 B2 JP 4904129B2 JP 2006310479 A JP2006310479 A JP 2006310479A JP 2006310479 A JP2006310479 A JP 2006310479A JP 4904129 B2 JP4904129 B2 JP 4904129B2
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roof
plate
repair
corrugated slate
slate plate
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JP2008127760A (en
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哲 名和手
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Nippon Steel Coated Sheet Corp
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Description

本発明は、波状スレート板を用いた既存屋根をリフォームする際に用いられる屋根改修用金具及びこれを用いた既存屋根の改修構造並びに既存屋根の改修方法に関するものである。   The present invention relates to a roof repair metal fitting used when renovating an existing roof using a corrugated slate plate, a repair structure of the existing roof using the same, and a repair method of the existing roof.

従来より、工場や倉庫などに使用されている老朽化したスレート屋根の改修方法として、0.4〜0.6mm程度のロール成形された鋼板(塗装鋼板やガルバリウムめっき鋼板など)を既存のスレート板を剥がさずにカバーする改修工法が産業廃棄物の処理問題対策や操業を止めずに改修施工ができる等の特徴から主流になっている。中でも、最近のアスベスト公害等の問題から、既存のスレート板にドリルやビスで穴をあけずに施工可能ないわゆる間接固定工法が徐々に増加する傾向にあり、本出願人によってもこの改修方法が提案されている(例えば、特許文献1参照)。   Conventionally, as a method of repairing aging slate roofs used in factories and warehouses, existing slate plates are made of roll-formed steel sheets (painted steel sheets, galvalume-plated steel sheets, etc.) of about 0.4 to 0.6 mm. The refurbishment method that covers without removing the mainstream has become the mainstream due to measures such as countermeasures for industrial waste disposal and renovation work without stopping operation. Above all, due to recent problems such as asbestos pollution, so-called indirect fixing methods that can be installed without drilling or drilling holes in existing slate plates tend to gradually increase. It has been proposed (see, for example, Patent Document 1).

老朽化したスレート屋根の工事を行う際、スレート板には長年の汚れが表面に積もっているために、そのひび割れや強度低下を発見するのは難しく、施工や事前調査の際に、老朽化したスレート板が割れて工具や破片が落下したり、場合によっては、施工者がスレート板を踏み抜いて落下し、死に至るケースもあった。   When constructing an aging slate roof, it is difficult to detect cracks and reduced strength because the slate plate has accumulated many years of dirt on the surface, and it became obsolete during construction and pre-investigation. In some cases, the slate plate broke and tools and debris dropped, or in some cases, the installer stepped on the slate plate and dropped it, resulting in death.

そこで、施工の際には安全ネットをスレート屋根の全面に敷き込んだり、木製あるいはアルミニウム製の足場板を敷設したりして安全性の向上を図っているが、施工性や機能性には問題があった。また、母屋間に足場板を全面に敷いたりスライドさせたりする等の工法も最近開発されてはいるが、事前調査時の安全性の確保やコスト高、施工性等に問題が多く、施工中とは言うものの、ビス等でスレート板を貫通することができないため、風による足場板の吹き上げに対する強度に不安があった。   Therefore, safety has been improved by laying a safety net on the entire surface of the slate roof or laying a wooden or aluminum scaffolding board during construction, but there are problems with workability and functionality. was there. In addition, a method of laying and sliding a scaffolding plate between the main buildings has been developed recently, but there are many problems in securing safety, high cost, workability, etc. during the preliminary survey. However, since the slate plate cannot be penetrated with screws or the like, there was anxiety about strength against the wind-up of the scaffold plate.

特に、強度の弱い小波スレート板を屋根に使用している場合も多々見受けられるが、この場合、大波スレート板と比べて踏み抜き等の危険性は高まるため、問題は大きい。
特許第3809100号公報
In particular, a small wave slate plate having a low strength is often used for the roof. However, in this case, since the danger of stepping out is increased as compared with the large wave slate plate, the problem is great.
Japanese Patent No. 3809100

本発明は上記の点に鑑みてなされたものであり、足場板でスレート板の踏み抜きを防止して施工時や事前調査時の安全性を確保しながら、足場板の風による吹き上げ、コスト高、施工性の悪さを低減することができる屋根改修用金具、既存屋根の改修構造、既存屋根の改修方法を提供することを目的とするものである。   The present invention was made in view of the above points, while preventing the slate plate from being stepped out with the scaffold plate and ensuring safety during construction and preliminary survey, blowing up the scaffold plate with wind, high cost, An object of the present invention is to provide a roof repair bracket, a repair structure of an existing roof, and a repair method of an existing roof that can reduce the poor workability.

本発明の請求項1に係る屋根改修用金具Aは、既存屋根1の波状スレート板2の上方に新規屋根材3を付設して屋根を改修するために、波状スレート板2の上面に配設される屋根改修用金具Aであって、波状スレート板2の凸条4の上側に配置される載置部5と、載置部5の波状スレート板2の凸条4の長手方向と平行となる両側端から下方に突出して波状スレート板2の凹溝6に配置される脚部7と、載置部5の波状スレート板2の凸条4の長手方向と直交する端部から突出させ、波状スレート板2に載置された足場板8を連結するための連結片9とを備えて成ることを特徴とするものである。   The metal fitting for roof repair A according to claim 1 of the present invention is disposed on the upper surface of the corrugated slate plate 2 in order to repair the roof by attaching a new roof material 3 above the corrugated slate plate 2 of the existing roof 1. The roof repair metal fitting A, which is placed on the upper side of the ridges 4 of the corrugated slate plate 2 and parallel to the longitudinal direction of the ridges 4 of the corrugated slate plate 2 of the placement portion 5. Projecting downward from both ends of the leg 7 that is disposed in the groove 6 of the corrugated slate plate 2 and projecting from the end of the mounting portion 5 perpendicular to the longitudinal direction of the ridge 4 of the corrugated slate plate 2; It is characterized by comprising a connecting piece 9 for connecting the scaffold plate 8 placed on the wavy slate plate 2.

本発明の請求項2に係る既存屋根の改修構造は、請求項1に記載の屋根改修用金具Aを用いた既存屋根1の改修構造であって、屋根改修用金具Aの載置部5を波状スレート板2の凸条4の上側に配置すると共に屋根改修用金具Aの脚部7を上記凸条4の両側の凹溝6に配置することによって、複数の屋根改修用金具Aを波状スレート板2の上面に配設し、波状スレート板2に足場板8を載置すると共にこの足場板8を屋根改修用金具Aの連結片9に連結し、複数の母屋材10を屋根改修用金具Aの載置部5に載設して波状スレート板2の上方に架設し、母屋材10に新規屋根材3を葺設して成ることを特徴とするものである。   The repair structure of the existing roof according to claim 2 of the present invention is a repair structure of the existing roof 1 using the roof repair metal fitting A according to claim 1, and the mounting portion 5 of the roof repair metal fitting A is provided. A plurality of roof repair metal fittings A are arranged on the upper side of the ridges 4 of the corrugated slate plate 2 and the leg portions 7 of the roof repair metal fittings A are arranged in the concave grooves 6 on both sides of the ridges 4. Arranged on the upper surface of the plate 2, the scaffold plate 8 is placed on the corrugated slate plate 2, the scaffold plate 8 is connected to the connecting piece 9 of the roof repair bracket A, and a plurality of main building materials 10 are mounted on the roof repair bracket. It is mounted on the mounting portion 5 of A and is installed above the corrugated slate plate 2, and the new roofing material 3 is installed on the main building material 10.

本発明の請求項3に係る既存屋根の改修方法は、請求項1に記載の屋根改修用金具Aを用いた既存屋根1の改修方法であって、屋根改修用金具Aの載置部5を波状スレート板2の凸条4の上側に配置すると共に屋根改修用金具Aの脚部7を上記凸条4の両側の凹溝6に配置することによって、複数の屋根改修用金具Aを波状スレート板2の上面に配設し、波状スレート板2に足場板8を載置すると共にこの足場板8を屋根改修用金具Aの連結片9に連結し、この足場板8に作業者が乗りながら複数の母屋材10を屋根改修用金具Aの載置部5に載設して波状スレート板2の上方に架設すると共に母屋材10に新規屋根材3を葺設することを特徴とするものである。   A method for repairing an existing roof according to claim 3 of the present invention is a method for repairing an existing roof 1 using the roof repair metal fitting A according to claim 1, wherein the mounting portion 5 of the roof repair metal fitting A is provided. A plurality of roof repair metal fittings A are arranged on the upper side of the ridges 4 of the corrugated slate plate 2 and the leg portions 7 of the roof repair metal fittings A are arranged in the concave grooves 6 on both sides of the ridges 4. The scaffolding plate 8 is disposed on the upper surface of the plate 2 and the scaffolding plate 8 is placed on the corrugated slate plate 2, and the scaffolding plate 8 is coupled to the coupling piece 9 of the roof repair metal fitting A, while an operator rides on the scaffolding plate 8. A plurality of main building materials 10 are mounted on the mounting portion 5 of the roof refurbishment bracket A and are installed above the corrugated slate plate 2, and a new roof material 3 is installed on the main building material 10. is there.

本発明の請求項4に係る既存屋根の改修方法は、請求項3において、足場板8に作業者が乗りながら、その足場板8よりも水上側の屋根改修用金具Aと足場板8とを施工することを特徴とするものである。   The method for repairing an existing roof according to claim 4 of the present invention is the method for repairing an existing roof according to claim 3, wherein an operator rides on the scaffold plate 8 and the roof repair bracket A and the scaffold plate 8 above the scaffold plate 8. It is characterized by construction.

本発明の請求項1の屋根改修用金具Aは、波状スレート板2の上面に配設した後、その連結片9に足場板8を連結することによって、足場板8で波状スレート板2の踏み抜きを防止することができ、施工時や事前調査時の安全性を確保しながら、足場板8の風による吹き上げを防止することができ、しかも、母屋間に足場板を全面に敷いたりスライドさせたりする等の工法に比べて、コスト高、施工性の悪さを低減することができるものである。   The roof repair metal fitting A according to claim 1 of the present invention is provided on the upper surface of the corrugated slate plate 2, and then the scaffold plate 8 is connected to the connecting piece 9, whereby the corrugated slate plate 2 is stepped out by the scaffold plate 8. While securing the safety during construction and pre-investigation, it is possible to prevent the scaffolding board 8 from being blown up by the wind, and the scaffolding board can be laid or slid across the main building. Compared with the construction method such as, it is possible to reduce the cost and poor workability.

本発明の請求項2の既存屋根の改修構造は、屋根改修用金具Aの連結片9に足場板8を連結することによって、足場板8で波状スレート板2の踏み抜きを防止することができ、施工時や事前調査時の安全性を確保しながら、足場板8の風による吹き上げを防止することができ、しかも、母屋間に足場板を全面に敷いたりスライドさせたりする等の工法に比べて、コスト高、施工性の悪さを低減することができるものである。   The repair structure of the existing roof of claim 2 of the present invention can prevent the corrugated slate plate 2 from being stepped out by the scaffold plate 8 by connecting the scaffold plate 8 to the connecting piece 9 of the roof repair bracket A, While ensuring safety during construction and prior surveys, it is possible to prevent the scaffold board 8 from being blown up by the wind, and compared to construction methods such as laying and sliding the scaffold board over the entire main building. It is possible to reduce the cost and poor workability.

本発明の請求項3の既存屋根の改修方法は、屋根改修用金具Aの連結片9に足場板8を連結することによって、足場板8で波状スレート板2の踏み抜きを防止することができ、施工時や事前調査時の安全性を確保しながら、足場板8の風による吹き上げを防止することができ、しかも、母屋間に足場板を全面に敷いたりスライドさせたりする等の工法に比べて、コスト高、施工性の悪さを低減することができるものである。   The method of repairing an existing roof according to claim 3 of the present invention can prevent the corrugated slate plate 2 from being stepped on by the scaffold plate 8 by connecting the scaffold plate 8 to the connecting piece 9 of the roof repair bracket A. While ensuring safety during construction and prior surveys, it is possible to prevent the scaffold board 8 from being blown up by the wind, and compared to construction methods such as laying and sliding the scaffold board over the entire main building. It is possible to reduce the cost and poor workability.

以下、本発明を実施するための最良の形態を説明する。   Hereinafter, the best mode for carrying out the present invention will be described.

本発明の既存屋根1の改修構造は、波状スレート板2を葺設した既存屋根1の上を新規屋根材3で全面にわたって被覆して形成されるものである。波状スレート板2は凸条4と凹溝6とが交互に繰り返し連続する断面形状を有するものであって、凸条4と凹溝6の高さの差が35〜40mm程度で隣り合う凸条4、4の間隔が120〜140mm程度の大波スレート板や、凸条4と凹溝6の高さの差が15〜30mm程度で隣り合う凸条4、4の間隔が60〜100mm程度の小波スレート板があるが、本発明はいずれの波状スレート板2を用いた既存屋根1でも適用することができ、特に、大波スレート板よりも強度の小さい小波スレート板を用いた既存屋根1に好適に使用することができる。   The repair structure of the existing roof 1 of the present invention is formed by covering the entire surface of the existing roof 1 provided with the corrugated slate plate 2 with the new roof material 3. The corrugated slate plate 2 has a cross-sectional shape in which the ridges 4 and the groove 6 are alternately and continuously provided, and the height difference between the ridges 4 and the grooves 6 is about 35 to 40 mm and adjacent ridges. 4. A large wave slate plate with an interval between 4 and 4 of about 120 to 140 mm, or a small wave with an interval between the adjacent ridges 4 and 4 of about 15 to 30 mm with a difference in height between the ridge 4 and the groove 6 of about 60 to 100 mm. Although there is a slate plate, the present invention can be applied to any existing roof 1 using any corrugated slate plate 2, and is particularly suitable for the existing roof 1 using a small-wave slate plate having a lower strength than the large-wave slate plate. Can be used.

本発明の既存屋根1の改修構造は、屋根改修用金具A、母屋材10、新規屋根材3、足場板8を用いて形成することができる。   The repair structure of the existing roof 1 of the present invention can be formed using the roof repair bracket A, the purlin member 10, the new roof member 3, and the scaffold plate 8.

屋根改修用金具Aは、ステンレス鋼板などの金属板を曲げ加工やプレス加工などした金具であって、図1(a)(b)(c)に示すように、載置部5、脚部7、連結片9などを備えて形成されている。屋根改修用金具Aの上部は平面視で略矩形の載置部5として形成されており、載置部5の上面の略中央部には横方向に長い溝部20が形成されている。脚部7は屋根改修用金具Aの両側端(波状スレート板2の凸条4の長手方向と平行となる側端)に一つずつ設けられており、各脚部7、7は載置部5の側端から略垂直下方に突出するように延設されている。また、脚部7の下端部は折り曲げ加工により断面略円弧状の設置部21が形成されている。載置部5の水上側(波状スレート板2の凸条4の長手方向と直交する端部であって、屋根改修用金具Aを既存屋根1に配設する際に屋根勾配の上側に向く方)の端部には突出片22が略垂直下方に突出するように延設されており、突出片22の下端には載置部5側と反対側(外側)に突出する連結片9が突出片22に対して略垂直に設けられている。   The roof repair metal fitting A is a metal fitting made by bending or pressing a metal plate such as a stainless steel plate. As shown in FIGS. 1 (a), (b), and (c), the mounting portion 5 and the leg portion 7 are provided. The connecting piece 9 is formed. The upper part of the roof repair metal fitting A is formed as a substantially rectangular mounting part 5 in plan view, and a long groove part 20 is formed in a substantially central part of the upper surface of the mounting part 5 in the lateral direction. One leg portion 7 is provided on each side end (side end parallel to the longitudinal direction of the ridges 4 of the corrugated slate plate 2) of the roof repair metal fitting A. Each leg portion 7 and 7 is a mounting portion. 5 extends so as to protrude substantially vertically downward. Further, the lower end portion of the leg portion 7 is formed with an installation portion 21 having a substantially arc-shaped cross section by bending. The water side of the mounting part 5 (the end which is orthogonal to the longitudinal direction of the ridges 4 of the corrugated slate plate 2 and which faces the upper side of the roof slope when the roof repair fitting A is disposed on the existing roof 1 ) Is extended so that a protruding piece 22 protrudes substantially vertically downward, and a connecting piece 9 protruding on the opposite side (outside) from the mounting portion 5 side protrudes at the lower end of the protruding piece 22. It is provided substantially perpendicular to the piece 22.

上記の載置部5に設けた溝部20の底部の略中央部にはボルト挿通孔23が形成されている。このボルト挿通孔23は溝部20の長手方向(横方向)と略平行方向に長い長孔として形成されている。また、ボルト挿通孔23の長手方向の両側において溝部20の底部にはカシメ孔24、24が設けられている。このカシメ孔24も溝部20の長手方向と略平行方向に長い長孔として形成されている。また、溝部20には係止具25が設けられている。係止具25は、矩形金属板の略中央部にボルト差し込み孔36を設けると共にボルト差し込み孔36の縁部に一対の対向する係止片27を切り起こしにより突設することによって形成されるものである。そして、係止具25の両端部を貫通するように鳩目鋲26、26を装着すると共に各鳩目鋲26、26を溝部20のカシメ孔24、24に差し込み、カシメ孔24の下側において鳩目鋲26を潰してかしめることにより、係止具25は溝部20の底部の上面に取り付けられている。鳩目鋲26はカシメ孔24の長手方向に沿って移動可能に差し込まれており、これにより、係止具25は溝部20の長手方向に沿ってスライド移動自在に形成されている。   A bolt insertion hole 23 is formed in a substantially central portion of the bottom portion of the groove portion 20 provided in the mounting portion 5. The bolt insertion hole 23 is formed as a long hole that is long in a direction substantially parallel to the longitudinal direction (lateral direction) of the groove 20. Further, crimping holes 24, 24 are provided at the bottom of the groove 20 on both sides in the longitudinal direction of the bolt insertion hole 23. The caulking hole 24 is also formed as a long hole that is long in a direction substantially parallel to the longitudinal direction of the groove 20. The groove 20 is provided with a locking tool 25. The locking tool 25 is formed by providing a bolt insertion hole 36 at a substantially central portion of a rectangular metal plate and projecting a pair of opposing locking pieces 27 at the edge of the bolt insertion hole 36 by cutting and raising. It is. Then, the eyelet rods 26, 26 are attached so as to penetrate both ends of the locking tool 25, and the eyelet eyelets 26, 26 are inserted into the caulking holes 24, 24 of the groove portion 20. By crushing and caulking 26, the locking tool 25 is attached to the upper surface of the bottom of the groove 20. The eyelet lid 26 is inserted so as to be movable along the longitudinal direction of the caulking hole 24, whereby the locking tool 25 is formed to be slidable along the longitudinal direction of the groove portion 20.

母屋材10としては形鋼などの長尺な金属材を用いることができ、例えば、断面略ハット型に形成することができる。断面略ハット型の母屋材10は下面が開口する断面略コ字状の支持部10aと、支持部10aの両下端から外側に向けて突設する支え片10b、10bとから構成されている。   As the main building material 10, a long metal material such as a shape steel can be used, and for example, it can be formed in a substantially hat-shaped cross section. The main body material 10 having a substantially hat-shaped cross section is composed of a support portion 10a having a substantially U-shaped cross section whose bottom surface is open, and support pieces 10b and 10b projecting outward from both lower ends of the support portion 10a.

新規屋根材3は公知の屋根材であれば何でも用いることができるが、例えば、山部30と谷部31とが交互に連続して繰り返す断面形状を有する金属折板を用いることができる。   Any new roofing material 3 can be used as long as it is a known roofing material. For example, a metal folded plate having a cross-sectional shape in which peak portions 30 and valley portions 31 are alternately and continuously repeated can be used.

足場板8は従来から足場板として用いられている板状のものであれば、何でも用いることができ、例えば、塗装鋼板やアルミニウム板や木板などを使用することができ、特に、金属製の半裁角波成形品は強度やサイズの点で好ましい。この足場板8としては、例えば、働き幅が約250〜500mm、板厚が約0.35〜0.6mmであることが好ましい。   The scaffold plate 8 can be anything as long as it is a plate that has been conventionally used as a scaffold plate. For example, a coated steel plate, an aluminum plate, a wooden plate, or the like can be used. Square wave molded products are preferred in terms of strength and size. For example, the scaffold 8 preferably has a working width of about 250 to 500 mm and a thickness of about 0.35 to 0.6 mm.

そして、本発明の既存屋根1の改修方法は以下のようにして行う。   And the repair method of the existing roof 1 of this invention is performed as follows.

まず、上記の屋根改修用金具Aを既存屋根1の最も水下側(既存屋根1の屋根勾配における最も下側で、通常は軒側)の上面に配設する。この場合、図2に示すように、既存屋根1の上面には波状スレート板2を建物の母屋等の構造材に固定しているボルト28の先端が突出しているので、これを利用して屋根改修用金具Aを取り付ける。すなわち、波状スレート板2の凸条4を貫通するようにして突出しているボルト28に上側から屋根改修用金具Aを近づけ、溝部20のボルト挿通孔23に下側からボルト28を差し込むと共にこのボルト28の先端を係止具25のボルト差し込み孔36にも下側から差し込み、さらに、このボルト28の先端を係止具25の一対の係止片27、27の間にも下側から挿通する。そして、屋根改修用金具Aの脚部7の下端の設置部21が凹溝6に達するまで屋根改修用金具Aを波状スレート板2側に押し下げていく。このようにして図3に示すように、屋根改修用金具Aをボルト28に取り付けることができ、係止片27、27の先端がボルト28の外周のネジ山に係止することにより、屋根改修用金具Aがボルト28から抜けないように固定することができる。また、図4(a)(b)に示すように、屋根改修用金具Aは凸条4を跨ぐようにして配設する。すなわち、載置部5及び連結片9が凸条4の上側に位置し、その凸条4の両側の凹溝6、6に脚部7、7がそれぞれ位置するようにする。また、連結片9は水上側(既存屋根1の屋根勾配における上側で、通常は棟側)の方に向けて配置する。   First, the above-described roof refurbishment bracket A is disposed on the uppermost surface of the existing roof 1 on the lowermost side (the lowermost side in the roof gradient of the existing roof 1 and usually the eaves side). In this case, as shown in FIG. 2, the top of the existing roof 1 protrudes from the tip of a bolt 28 that fixes the corrugated slate plate 2 to a structural material such as a purlin of the building. Attach the repair bracket A. That is, the roof repairing bracket A is brought close to the bolt 28 protruding so as to pass through the ridges 4 of the corrugated slate plate 2, and the bolt 28 is inserted into the bolt insertion hole 23 of the groove portion 20 from the lower side. The tip of 28 is inserted into the bolt insertion hole 36 of the locking tool 25 from below, and the tip of this bolt 28 is also inserted between the pair of locking pieces 27, 27 of the locking tool 25 from below. . Then, the roof repair metal fitting A is pushed down to the corrugated slate plate 2 side until the installation portion 21 at the lower end of the leg portion 7 of the roof repair metal fitting A reaches the groove 6. In this way, as shown in FIG. 3, the roof refurbishment bracket A can be attached to the bolt 28, and the end of the locking pieces 27, 27 is locked to the thread on the outer periphery of the bolt 28. The metal fitting A can be fixed so as not to come off from the bolt 28. Further, as shown in FIGS. 4A and 4B, the roof repair fitting A is disposed so as to straddle the ridges 4. That is, the mounting portion 5 and the connecting piece 9 are positioned above the ridge 4, and the leg portions 7 and 7 are positioned in the concave grooves 6 and 6 on both sides of the ridge 4, respectively. Moreover, the connection piece 9 is arrange | positioned toward the water upper side (the upper side in the roof gradient of the existing roof 1, and usually a ridge side).

上記のようにして複数の屋根改修用金具A、A…を既存屋根1の最も水下側の上に略一列に並べて配置した後、これらの屋根改修用金具A、A…の連結片9、9…に足場板8を連結して取り付ける。すなわち、既存屋根1に取り付けた屋根改修用金具A、A…の水上側に足場板8を配置し、足場板8の水下側の端部を連結片9に長さ10〜15mmのスクリュービスなどの固定具で固定して連結する。ここで、足場板8が矩形状である場合は屋根勾配と直交する方向(建物の母屋の長手方向と直交する方向であって、桁行き方向)と足場板8の長手方向とを一致させるようにする。また、複数の足場板8、8…を屋根勾配と直交する方向に並べて用いても良い。また、一枚の足場板8は、一つの複数の屋根改修用金具Aの連結片9に連結して固定しても良いし、複数の屋根改修用金具A、A…の連結片9、9…に連結して固定しても良い。   After arranging a plurality of roof repair metal fittings A, A... In a line on the most underwater side of the existing roof 1 as described above, connecting pieces 9 of these roof repair metal fittings A, A. Connect the scaffolding plate 8 to 9. That is, the scaffolding plate 8 is disposed on the water upper side of the roof repair brackets A, A... Attached to the existing roof 1, and the screw plate screw having a length of 10 to 15 mm is connected to the connecting piece 9 at the lower end of the scaffolding plate 8. Fix it with a fixture such as Here, when the scaffold board 8 is rectangular, the direction perpendicular to the roof gradient (the direction perpendicular to the longitudinal direction of the main purlin of the building and the direction of the beam) is made to coincide with the longitudinal direction of the scaffold board 8. To. Further, a plurality of scaffolding plates 8, 8... May be used side by side in a direction orthogonal to the roof gradient. Further, one scaffold plate 8 may be connected and fixed to a plurality of roof repair metal fittings A connecting pieces 9, or a plurality of roof repair metal fittings A, A. You may connect and fix to.

上記のようにして足場板8を既存屋根1の波状スレート板2の上に敷設した後、その足場板8よりも水上側において屋根勾配と直交する方向に並んでいるボルト28、すなわち、最も水下側に並んでいる上記ボルト28から数えて二列目に屋根勾配と直交する方向に並んでいるボルト28、28…にさらに屋根改修用金具A、A…を取り付ける。この二回目の屋根改修用金具Aの取り付け方は上記と同様である。次に、この二回目に取り付けた屋根改修用金具A、A…の連結片9、9…に足場板8を連結して敷設する。この二回目の足場板8の連結片9への連結方法や敷設方法は上記と同様である。   After the scaffolding plate 8 is laid on the corrugated slate plate 2 of the existing roof 1 as described above, the bolts 28 arranged in the direction perpendicular to the roof gradient on the water upper side than the scaffolding plate 8, that is, the most water. .. Are further attached to the bolts 28, 28..., Which are arranged in the second row in a direction perpendicular to the roof slope, counting from the bolts 28 arranged on the lower side. The mounting method of the second roof repair metal fitting A is the same as described above. Next, the scaffolding plate 8 is connected and laid to the connecting pieces 9, 9... Of the roof repair fittings A, A. The method for connecting the second scaffolding plate 8 to the connecting piece 9 and the laying method are the same as described above.

このようにして屋根改修用金具Aの配設と足場板8の敷設とを交互に繰り返しながら、図5に示すように、水下側から水上側に向かって順次施工する。ここで、最も水下側に配置する一回目の屋根改修用金具Aと足場板8は既存屋根1の波状スレート板2の上に乗らずに施工するが、二回目以降の屋根改修用金具Aと足場板8の配設作業は、図6に示すように、それ以前に施工した足場板8の上に乗って行うことができる。従って、作業者が波状スレート板2に直接乗らなくなって波状スレート板2の踏み抜きを防止することができ、安全性を確保することができる。   As shown in FIG. 5, the construction is sequentially performed from the water side to the water side while alternately repeating the arrangement of the roof repair metal fitting A and the laying of the scaffolding plate 8. Here, the first roof repair metal fitting A and the scaffolding board 8 to be arranged on the most underwater side are constructed without being placed on the corrugated slate board 2 of the existing roof 1, but the second and subsequent roof repair metal fittings A As shown in FIG. 6, the installation work of the scaffolding plate 8 can be performed on the scaffolding plate 8 constructed before that. Therefore, the operator can not get on the corrugated slate plate 2 directly and the stepping of the corrugated slate plate 2 can be prevented, and safety can be ensured.

次に、図7、8に示すように、既存屋根1に配設した屋根改修用金具A、A…の上に母屋材10を架け渡すように載せて波状スレート板2の上方に複数の母屋材10、10…を架設する。このとき、母屋材10の支え片10bを屋根改修用金具Aの載置部5の上に載せ、スクリュービスなどの固定具で支え片10bと載置部5とを連結し、屋根改修用金具Aに母屋材10を固定する。また、母屋材10の支持部10aの内側(下側)に、溝部20よりも上側に突出するボルト28の先端を位置させるようにする。また、母屋材10はその長手方向が既存屋根1の屋根勾配と直交する方向と略平行となるように配置する。そして、母屋材10の施工においても、上記のように敷設した足場板8の上に乗って行うことができるため、作業者が波状スレート板2に直接乗らなくなって波状スレート板2の踏み抜きを防止することができ、安全性を確保することができる。   Next, as shown in FIGS. 7 and 8, a plurality of purlins are placed above the corrugated slate plate 2 by placing the purlin material 10 on the roof refurbishment brackets A, A. The materials 10, 10 ... are installed. At this time, the support piece 10b of the purlin member 10 is placed on the mounting portion 5 of the roof repair metal fitting A, and the support piece 10b and the mounting portion 5 are connected by a fixing tool such as a screw screw, and the roof repair metal fitting. A purlin member 10 is fixed to A. In addition, the tip of the bolt 28 protruding above the groove 20 is positioned on the inner side (lower side) of the support portion 10 a of the purlin material 10. Further, the purlin member 10 is arranged so that its longitudinal direction is substantially parallel to a direction orthogonal to the roof gradient of the existing roof 1. The construction of the purlin material 10 can also be carried out on the scaffolding plate 8 laid as described above, so that the operator can no longer ride directly on the corrugated slate plate 2 to prevent the corrugated slate plate 2 from being stepped on. Can be secured.

次に、図7、8に示すように、既存屋根1に配設した複数の母屋材10、10…の支持部10aの上に新規屋根材3を架け渡すように載せて波状スレート板2の上方に複数の新規屋根材3、3…を架設する。このとき、新規屋根材3はその山部30及び谷部31の長手方向が既存屋根1の屋根勾配の方向と略平行となるように配設する。また、新規屋根材3は支持部10aにボルトなどの固定具で固定する。このようにして波状スレート板2の上方に新規屋根材3を付設して既存屋根1の全体を新規屋根材3で被覆することによって、既存屋根1の改修を行うことができる。そして、新規屋根材3の施工においても、上記のように敷設した足場板8の上に乗って行うことができるため、作業者が波状スレート板2に直接乗らなくなって波状スレート板2の踏み抜きを防止することができ、安全性を確保することができる。   Next, as shown in FIGS. 7 and 8, the new roofing material 3 is placed over the support portions 10 a of the plurality of purlin members 10, 10... A plurality of new roofing materials 3, 3,. At this time, the new roofing material 3 is arranged so that the longitudinal direction of the peak part 30 and the valley part 31 is substantially parallel to the direction of the roof gradient of the existing roof 1. Further, the new roof material 3 is fixed to the support portion 10a with a fixing tool such as a bolt. Thus, the existing roof 1 can be repaired by attaching the new roof material 3 above the corrugated slate plate 2 and covering the entire existing roof 1 with the new roof material 3. And since the construction of the new roofing material 3 can be carried out on the scaffolding plate 8 laid as described above, the operator can no longer get on the corrugated slate plate 2 and step on the corrugated slate plate 2. Can be prevented and safety can be ensured.

上記のような本発明の改修構造では、図9、10に示すように、足場板8は新規屋根材3の施工後も敷設された状態のまま(いわゆる敷き殺し)であるため、足場板8の撤去作業を無くすことができ、また、足場板をスライド移動する方式のものに比べて煩雑な作業を少なくすることができ、施工に係る手間を軽減して施工性の悪さやコスト高を低減することができる。また、上記では、全て足場板8を施工した後に母屋材10や新規屋根材3を施工するようにしているが、これに限らず、順次施工を進めていくに従って、その時点で施工に必要な足場板8のみを敷設し、不要になった足場板8を次の施工に必要な箇所に順送りして行くことも可能である。また、屋根改修用金具Aは全てのボルト28に取り付ける必要はなく、足場板8の取り付け強度などを考慮して必要なボルト28のみに屋根改修用金具Aを取り付ければよい。例えば、母屋材10や新規屋根材3を施工する前に、波状スレート板2の状態を事前に調査するために足場を確保する場合では、屋根改修用金具A、Aの設置間隔を大きくし、足場板8を連結片9に仮止めして敷設することもできる。   In the above modified structure of the present invention, as shown in FIGS. 9 and 10, the scaffolding plate 8 remains laid after the construction of the new roofing material 3 (so-called laying down). Removal work can be eliminated, and complicated work can be reduced compared with the method of sliding the scaffolding plate, reducing the labor involved in construction and reducing poor workability and high cost. can do. In addition, in the above, the main building material 10 and the new roof material 3 are constructed after the construction of the scaffold board 8, but this is not the only case. It is also possible to lay only the scaffold board 8 and forward the unnecessary scaffold board 8 to a place necessary for the next construction. Further, the roof repair metal fitting A need not be attached to all the bolts 28, and the roof repair metal fitting A may be attached only to the necessary bolts 28 in consideration of the attachment strength of the scaffolding plate 8 and the like. For example, before constructing the main building material 10 or the new roof material 3, in the case of securing a scaffold to investigate the state of the corrugated slate plate 2 in advance, the installation interval of the roof repair brackets A and A is increased, The scaffold plate 8 can be temporarily fixed to the connecting piece 9 and laid.

本発明の屋根改修用金具を示し、(a)(b)は斜視図、(c)は下面図である。The roof repair metal fitting of this invention is shown, (a) (b) is a perspective view, (c) is a bottom view. 本発明における既存屋根を示す斜視図である。It is a perspective view which shows the existing roof in this invention. 本発明の屋根改修用金具を取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the metal fitting for roof repair of this invention. 本発明の屋根改修用金具を取り付けた状態を示し、(a)(b)は斜視図である。The state which attached the metal fitting for roof repair of this invention is shown, (a) (b) is a perspective view. 本発明の屋根改修用金具と足場板を取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the metal fitting for roof repair of this invention, and a scaffold board. 本発明の施工途中を示す斜視図である。It is a perspective view which shows the construction middle of this invention. 本発明の改修構造を示す一部を省略した斜視図である。It is the perspective view which abbreviate | omitted one part which shows the repair structure of this invention. 本発明の改修構造を示す一部を省略した斜視図である。It is the perspective view which abbreviate | omitted one part which shows the repair structure of this invention. 本発明の改修構造を示す一部の断面図である。It is a partial sectional view showing the repair structure of the present invention. 本発明の改修構造を示す一部の断面図である。It is a partial sectional view showing the repair structure of the present invention.

符号の説明Explanation of symbols

A 屋根改修用金具
1 既存屋根
2 波状スレート板
3 新規屋根材
4 凸条
5 載置部
6 凹溝
7 脚部
8 足場板
9 連結片
10 母屋材
A Roof repair metal fittings 1 Existing roof 2 Corrugated slate plate 3 New roofing material 4 Convex strip 5 Placement part 6 Concave groove 7 Leg part 8 Scaffold board 9 Connecting piece 10 Purlin material

Claims (4)

既存屋根の波状スレート板の上方に新規屋根材を付設して屋根を改修するために、波状スレート板の上面に配設される屋根改修用金具であって、波状スレート板の凸条の上側に配置される載置部と、載置部の波状スレート板の凸条の長手方向と平行となる両側端から下方に突出して波状スレート板の凹溝に配置される脚部と、載置部の波状スレート板の凸条の長手方向と直交する端部から突出させ、波状スレート板に載置された足場板を連結するための連結片とを備えて成ることを特徴とする屋根改修用金具。   In order to renovate the roof by attaching a new roofing material above the corrugated slate plate of the existing roof, it is a roof repair metal fitting disposed on the upper surface of the corrugated slate plate, above the ridge of the corrugated slate plate A mounting portion, a leg portion that protrudes downward from both side ends parallel to the longitudinal direction of the ridge of the wavy slate plate of the mounting portion, and is disposed in the groove of the wavy slate plate; A roof repairing fitting, comprising: a connecting piece that protrudes from an end perpendicular to the longitudinal direction of the ridges of the corrugated slate plate and connects a scaffold plate placed on the corrugated slate plate. 請求項1に記載の屋根改修用金具を用いた既存屋根の改修構造であって、屋根改修用金具の載置部を波状スレート板の凸条の上側に配置すると共に屋根改修用金具の脚部を上記凸条の両側の凹溝に配置することによって、複数の屋根改修用金具を波状スレート板の上面に配設し、波状スレート板に足場板を載置すると共にこの足場板を屋根改修用金具の連結片に連結し、複数の母屋材を屋根改修用金具の載置部に載設して波状スレート板の上方に架設し、母屋材に新規屋根材を葺設して成ることを特徴とする既存屋根の改修構造。   A repair structure of an existing roof using the roof repair bracket according to claim 1, wherein the mounting portion of the roof repair bracket is arranged on the upper side of the ridge of the corrugated slate plate and the leg of the roof repair bracket Are arranged in the concave grooves on both sides of the ridges, so that a plurality of roof repair fittings are arranged on the upper surface of the corrugated slate plate, and the scaffold plate is placed on the corrugated slate plate and the scaffold plate is used for roof repair. It is connected to the connecting piece of the metal fittings, and a plurality of main building materials are mounted on the mounting part of the roof repair metal fittings, installed above the corrugated slate plate, and a new roofing material is installed on the main building material. Renovation structure of the existing roof. 請求項1に記載の屋根改修用金具を用いた既存屋根の改修方法であって、屋根改修用金具の載置部を波状スレート板の凸条の上側に配置すると共に屋根改修用金具の脚部を上記凸条の両側の凹溝に配置することによって、複数の屋根改修用金具を波状スレート板の上面に配設し、波状スレート板に足場板を載置すると共にこの足場板を屋根改修用金具の連結片に連結し、この足場板に作業者が乗りながら複数の母屋材を屋根改修用金具の載置部に載設して波状スレート板の上方に架設すると共に母屋材に新規屋根材を葺設することを特徴とする既存屋根の改修方法。   It is the repair method of the existing roof using the roof repair metal fitting of Claim 1, Comprising: The mounting part of a roof repair metal fitting is arrange | positioned above the protruding item | line of a corrugated slate board, and the leg part of a roof repair metal fitting Are arranged in the concave grooves on both sides of the ridges, so that a plurality of roof repair fittings are arranged on the upper surface of the corrugated slate plate, and the scaffold plate is placed on the corrugated slate plate and the scaffold plate is used for roof repair. Connected to the connecting piece of the metal fittings, while a worker rides on this scaffolding board, a plurality of main building materials are mounted on the mounting part of the roof repairing metal fittings and are installed above the corrugated slate plate and a new roofing material is used as the main building material A method of repairing an existing roof, characterized by laying down 足場板に作業者が乗りながら、その足場板よりも水上側の屋根改修用金具と足場板とを施工することを特徴とする請求項3に記載の既存屋根の改修方法。
4. The method for repairing an existing roof according to claim 3, wherein the roof repair bracket and the scaffold plate are constructed above the scaffold plate while an operator rides on the scaffold plate.
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