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JP6125943B2 - Stacked roof structure and stacking method - Google Patents
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JP6125943B2 - Stacked roof structure and stacking method - Google Patents

Stacked roof structure and stacking method Download PDF

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JP6125943B2
JP6125943B2 JP2013159767A JP2013159767A JP6125943B2 JP 6125943 B2 JP6125943 B2 JP 6125943B2 JP 2013159767 A JP2013159767 A JP 2013159767A JP 2013159767 A JP2013159767 A JP 2013159767A JP 6125943 B2 JP6125943 B2 JP 6125943B2
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flat roof
roof tile
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JP2015031016A (en
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徹 小笹山
徹 小笹山
栄二 土居
栄二 土居
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KMEW Co Ltd
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Kubota Matsushitadenko Exterior Works Ltd
KMEW Co Ltd
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Description

本発明は、既存平板瓦が葺設された屋根上に、新規平板瓦を重ね葺きした屋根構造、及び重ね葺き方法に関するものである。   The present invention relates to a roof structure in which new flat roof tiles are stacked on a roof on which existing flat roof tiles are installed, and a method of stacking.

従来より、屋根に平板瓦が葺かれた建築物において、屋根を全面的に葺き替える場合、既設の平板瓦を剥がして新たに平板瓦を葺き直すようにしていた。しかし、葺き直しには、作業量及び作業日数が掛かり、更に、廃材の処理費用も掛かるという問題があった。   Conventionally, when a roof is entirely replaced in a building where flat roof tiles are laid on the roof, the existing flat roof tiles are peeled off and the flat roof tiles are newly remade. However, there has been a problem that the re-rolling requires a work amount and a work day, and also costs for processing waste materials.

上記の問題を解決するため、例えば、特許文献1では、既存の平板瓦を取り除くことなく、既存の平板瓦の重ね段差に合わせて、新たな平板瓦を葺くことが提案されている。   In order to solve the above problem, for example, Patent Document 1 proposes that a new flat roof tile is spread in accordance with the overlapping level difference of the existing flat roof tile without removing the existing flat roof tile.

この場合、既存の平板瓦に対する新たな平板瓦の固定には、既存の平板瓦に直接釘打ち固定されることが一般的である。   In this case, in order to fix a new flat roof tile to the existing flat roof tile, it is common to directly fix the flat roof tile to the existing flat roof tile.

特開平4−39213JP-A-4-39213

しかし、既存の平板瓦に直接釘打ち固定すると、釘打ちの際に、既存の平板瓦が破損したり、釘打ちが甘く、新たな平板瓦に浮きが生じ、クラックが発生してしまうなど、屋根としての性能である強度や防水性などが低下してしまうという問題があった。   However, when nailing and fixing directly to an existing flat roof tile, the existing flat roof tile breaks when nailing, the nailing is sweet, the new flat roof tiles float, and cracks occur. There existed a problem that the strength, waterproofness, etc. which are the performance as a roof will fall.

本発明は上記の点に鑑みてなされたものであり、既存平板瓦が葺設された屋根上に、新規平板瓦を重ねて葺設するにあたり、既存平板瓦が破損しにくく、新規平板瓦に浮きが生じにくい重ね葺き屋根構造、及び重ね葺き方法を提供することを目的とするものである。   The present invention has been made in view of the above points, and in laying a new flat roof tile on a roof on which an existing flat roof tile is installed, the existing flat roof tile is not easily damaged. It is an object of the present invention to provide a stacked roof structure and a method of overlapping so that floating does not easily occur.

本発明の第一の態様に係る重ね葺き屋根構造は、既存平板瓦が葺設された屋根上に、新規平板瓦を重ね葺きした屋根構造において、
第一の新規平板瓦の棟側端部と、第一の既存平板瓦の軒側端部との間に間隙が設けられ、
前記間隙に接着剤が配置され、
第二の新規平板瓦が、前記第一の新規平板瓦上から前記第一の既存平板瓦上に亘って配置されると共に、前記接着剤で接着されていることを特徴とするものである。
The stacked roof structure according to the first aspect of the present invention is a roof structure in which a new flat tile is stacked and rolled on a roof on which an existing flat tile is installed,
A gap is provided between the ridge end of the first new flat roof tile and the eaves side end of the first existing flat roof tile,
An adhesive is disposed in the gap,
The second new flat roof tile is disposed from the first new flat roof tile to the first existing flat roof tile and bonded with the adhesive.

本発明の第二の態様に係る重ね葺き屋根構造は、第一の態様において、前記接着剤が、発泡性の接着剤である。   The overlapped roof structure according to the second aspect of the present invention is the first aspect, wherein the adhesive is a foaming adhesive.

本発明の第三の態様に係る重ね葺き屋根構造は、第一又は第二の態様において、前記新規平板瓦のうち、最も軒側に配置されている新規平板瓦と、前記既存平板瓦のうち、最も軒側に配置されている既存平板瓦との間に、調整瓦が介在している。   The stacked thatched roof structure according to the third aspect of the present invention is the first or second aspect, among the new flat tiles, among the new flat tiles arranged closest to the eaves and the existing flat tiles. The adjustment tile is interposed between the existing flat tiles arranged on the most eaves side.

本発明の第四の態様に係る重ね葺き屋根構造は、第一乃至三のいずれか一つの態様において、前記新規平板瓦のうち、軒棟方向と直交する方向に隣設する2つの新規平板瓦間の突き付け部が、前記既存平板瓦のうち、軒棟方向と直交する方向に隣接するいずれの二つの既存平板瓦間の突き付け部とも重なっていない。   The stacked thatched roof structure according to a fourth aspect of the present invention is, in any one of the first to third aspects, of the new flat tiles, two new flat tiles adjacent to each other in a direction perpendicular to the eave building direction. The abutting portion between them does not overlap the abutting portion between any two existing flat roof tiles adjacent to each other in the direction orthogonal to the eaves-ridge direction among the existing flat roof tiles.

本発明の第五の態様に係る重ね葺き屋根構造は、第一乃至四のいずれか一つの態様において、前記第二の新規平板瓦に、この第二の新規平板瓦を貫通するピンが設けられ、前記ピンが前記第一の新規平板瓦の棟側端部と接する。   In the stacked thatched roof structure according to the fifth aspect of the present invention, in any one of the first to fourth aspects, the second new flat tile is provided with a pin penetrating the second new flat tile. The pin is in contact with the ridge side end of the first new flat roof tile.

本発明の第六の態様に係る重ね葺き方法は、既存平板瓦が葺設された屋根上に、新規平板瓦を重ね葺きする方法において、
前記屋根に第一の新規平板瓦を敷設すると共に、この第一の新規平板瓦の棟側端部と、第一の既存平板瓦の軒側端部との間に間隙を設ける工程と、
前記間隙に接着剤を配置する工程と、
第二の新規平板瓦を、前記第一の新規平板瓦上から前記第一の既存平板瓦上に亘って配置すると共に、前記接着剤で接着する工程とを備えることを特徴とするものである。
In the method of layering the new flat roof tiles on the roof on which the existing flat roof tiles are installed, the method of stacking according to the sixth aspect of the present invention,
Laying a first new flat tile on the roof, and providing a gap between a ridge side end of the first new flat tile and an eave side end of the first existing flat tile;
Placing an adhesive in the gap;
The second new flat roof tile is disposed from the first new flat roof tile to the first existing flat roof tile and is bonded with the adhesive. .

本発明の第七の態様に係る重ね葺き方法は、第六の態様において、前記第一の既存平板瓦と、この第一の既存平板瓦上に重なっている第二の既存平板瓦との間に押さえ込み治具の一端を差し込むと共に、前記押さえ込み治具の他端を前記第二の新規平板瓦上に重ねることで、前記第二の新規平板瓦を押さえ込み、接着状態を保持する工程を備える。   According to a seventh aspect of the present invention, in the sixth aspect, between the first existing flat roof tile and the second existing flat roof tile overlapping the first existing flat roof tile. One end of the pressing jig is inserted into the second jig, and the other end of the pressing jig is overlaid on the second new flat roof tile, thereby pressing the second new flat roof tile and maintaining the adhesion state.

本発明の第八の態様に係る重ね葺き方法は、第六又は第七の態様において、前記第二の新規平板瓦に、この第二の新規平板瓦を貫通するピンを設け、前記ピンが前記第一の新規平板瓦の棟側端部と接するようにする。 According to an eighth aspect of the present invention, in the sixth or seventh aspect, the second new flat tile is provided with a pin penetrating the second new flat tile, and the pin is the It is in contact with the ridge side end of the first new flat tile.

本発明では、既存平板瓦と新規平板瓦とを、接着剤で固定するため、既存平板瓦にクラックが生じにくく、且つ新規平板瓦に浮き上がりが生じにくい。   In the present invention, since the existing flat roof tile and the new flat roof tile are fixed with an adhesive, the existing flat roof tile is hardly cracked, and the new flat roof tile is not easily lifted.

本発明の一実施形態である重ね葺き屋根構造の要部の概略の断面図である。It is a schematic sectional drawing of the principal part of the overlapped roof structure which is one Embodiment of this invention. 同上の重ね葺き屋根構造における、屋根の軒側端部の断面図である。It is sectional drawing of the eaves side edge part of a roof in the same-stacked roof structure same as the above. 同上の重ね葺き屋根構造における、屋根の軒側の断面図である。It is sectional drawing of the eaves side of a roof in the same thatched roof structure. 同上の重ね葺き屋根構造における、吊り子の斜視図である。It is a perspective view of a suspender in the overlapping thatched roof structure same as the above. 図4に示す吊り子の変形例を示す斜視図である。It is a perspective view which shows the modification of the suspension shown in FIG. 本発明の変形例の重ね葺き屋根構造における、屋根の軒側の断面図である。It is sectional drawing by the eaves side of a roof in the overlapped roof structure of the modification of this invention. 本発明の一実施形態である重ね葺き屋根構造の平面図である。It is a top view of the overlapped roof structure which is one Embodiment of this invention. 本発明の一実施形態である重ね葺き方法における、新規平板瓦の接着保持状態を示す断面図である。It is sectional drawing which shows the adhesion | attachment holding | maintenance state of the new flat roof tile in the lapping method which is one Embodiment of this invention.

本実施形態に係る重ね葺き屋根構造は、既存平板瓦2が葺設された屋根上に、新規平板瓦1を重ね葺きした屋根構造において、
第一の新規平板瓦11の棟側端部と、第一の既存平板瓦21の軒側端部との間に間隙3が設けられ、
間隙3に接着剤4が配置され、
第二の新規平板瓦12が、第一の新規平板瓦11上から第一の既存平板瓦21上に亘って配置されると共に、接着剤4で接着されている。
The stacked roof structure according to the present embodiment is a roof structure in which the new flat tile 1 is stacked and rolled on the roof on which the existing flat tile 2 is installed.
A gap 3 is provided between the ridge side end of the first new flat roof tile 11 and the eaves side end of the first existing flat roof tile 21,
Adhesive 4 is arranged in the gap 3,
The second new flat roof tile 12 is disposed from the first new flat roof tile 11 to the first existing flat roof tile 21 and bonded with the adhesive 4.

本実施形態に係る重ね葺き屋根構造では、接着剤4が、発泡性の接着剤であってもよい。   In the stacked roof structure according to the present embodiment, the adhesive 4 may be a foaming adhesive.

本実施形態に係る重ね葺き屋根構造では、新規平板瓦1のうち、最も軒側に配置されている新規平板瓦13(以降、一段目の新規平板瓦と表示する)と、既存平板瓦2のうち、最も軒側に配置されている既存平板瓦23(以降、一段目の既存平板瓦と表示する)との間に、調整瓦5が介在していてもよい。   In the stacked thatched roof structure according to the present embodiment, among the new flat tiles 1, the new flat tiles 13 (hereinafter referred to as the first new flat tiles) arranged on the most eaves side and the existing flat tiles 2 are arranged. Among them, the adjustment roof tile 5 may be interposed between the existing flat roof tile 23 arranged on the most eaves side (hereinafter referred to as a first-stage existing flat roof tile).

本実施形態に係る重ね葺き屋根構造では、新規平板瓦1のうち、軒棟方向と直交する方向に隣設する2つの新規平板瓦1間の突き付け部が、既存平板瓦2のうち、軒棟方向と直交する方向に隣接するいずれの二つの既存平板瓦2間の突き付け部とも重なっていない。   In the stacked thatched roof structure according to the present embodiment, the abutment portion between two new flat roof tiles 1 adjacent to each other in the direction orthogonal to the eave building direction is the new flat roof tile 1. It does not overlap with the abutting part between any two existing flat roof tiles 2 adjacent in the direction orthogonal to the direction.

本実施形態に係る重ね葺き屋根構造では、第二の新規平板瓦12に、この第二の新規平板瓦12を貫通するピン6が設けられ、ピン6が第一の新規平板瓦11の棟側端部と接してもよい。   In the stacked thatched roof structure according to the present embodiment, the second new flat tile 12 is provided with a pin 6 that penetrates the second new flat tile 12, and the pin 6 is the ridge side of the first new flat tile 11. You may touch the end.

本実施形態に係る重ね葺き方法は、既存平板瓦2が葺設された屋根上に、新規平板瓦1を重ね葺きする方法において、
前記屋根に第一の新規平板瓦11を敷設すると共に、この第一の新規平板瓦11の棟側端部と、第一の既存平板瓦21の軒側端部との間に間隙3を設ける工程と、
間隙3に接着剤4を配置する工程と、
第二の新規平板瓦12を、第一の新規平板瓦11上から第一の既存平板瓦21上に亘って配置すると共に、接着剤4で接着する工程とを備える。
In the method of stacking the new flat roof tiles 1 on the roof on which the existing flat roof tiles 2 are installed,
The first new flat tile 11 is laid on the roof, and a gap 3 is provided between the ridge side end of the first new flat tile 11 and the eave side end of the first existing flat tile 21. Process,
Placing the adhesive 4 in the gap 3;
A step of arranging the second new flat roof tile 12 over the first new flat roof tile 21 and the first existing flat roof tile 21 and bonding with the adhesive 4.

本実施形態に係る重ね葺き方法は、第一の既存平板瓦21と、この第一の既存平板瓦21上に重なっている第二の既存平板瓦22との間に押さえ込み治具7の一端72(以降、第二端部と表示する)を差し込むと共に、押さえ込み治具7の他端71(以降、第一端部と表示する)を第二の新規平板瓦12上に押し当てることで、第二の新規平板瓦12を押さえ込み、接着状態を保持する工程を備えてもよい。   In the overlapping method according to the present embodiment, the one end 72 of the pressing jig 7 is interposed between the first existing flat roof tile 21 and the second existing flat roof tile 22 overlapping on the first existing flat roof tile 21. (Hereinafter referred to as the second end) and the other end 71 of the pressing jig 7 (hereinafter referred to as the first end) is pressed against the second new flat roof tile 12 to You may provide the process of pressing down the 2nd new flat tile 12, and hold | maintaining an adhesion state.

本実施形態に係る重ね葺き方法は、第二の新規平板瓦12に、この第二の新規平板瓦12を貫通するピン6を設け、ピン6が第一の新規平板瓦11の棟側端部と接してもよい。   In the overlapping method according to the present embodiment, the second new flat roof tile 12 is provided with a pin 6 that penetrates the second new flat roof tile 12, and the pin 6 is the ridge side end of the first new flat roof tile 11. You may touch.

尚、本明細書において、軒側とは、屋根の傾斜に沿った斜め下側のことであり、棟側とは、屋根の傾斜に沿った斜め上側のことであり、軒棟方向とは、屋根の傾斜に沿った方向である。   In addition, in this specification, the eave side is an oblique lower side along the slope of the roof, the ridge side is an oblique upper side along the slope of the roof, and the eaves direction is It is the direction along the slope of the roof.

以下、本実施形態を更に詳しく説明する。   Hereinafter, this embodiment will be described in more detail.

まず、本実施形態における既存平板瓦2の葺設構造について説明する。   First, the installation structure of the existing flat roof tile 2 in this embodiment is demonstrated.

既存平板瓦2は、平面視略矩形状のスレート瓦である。既存平板瓦2は、全て同一の形状に形成される。既存平板瓦2は、屋根下地9上において、図7に示すように、屋根の軒棟方向に複数葺設される。更に、既存平板瓦2は、屋根下地9上において、図7に示すように、屋根の軒棟方向と直交する方向に複数葺設される。   The existing flat roof tile 2 is a slate roof tile having a substantially rectangular shape in plan view. All the existing flat roof tiles 2 are formed in the same shape. As shown in FIG. 7, a plurality of existing flat tiles 2 are installed on the roof base 9 in the direction of the eaves of the roof. Furthermore, as shown in FIG. 7, a plurality of existing flat tiles 2 are installed on the roof base 9 in a direction orthogonal to the eaves-ridge direction of the roof.

この既存平板瓦2の葺設構造において、既存平板瓦2(例えば図7に示される既存平板瓦24)の棟側端部の上には、その軒棟方向の棟側に位置する別の既存平板瓦2(例えば図7に示される既存平板瓦25)の軒側端部が重なっている。この軒棟方向に隣り合う二つの既存平板瓦2のうち、棟側の既存平板瓦2の、軒棟方向と直交する方向の配置位置は、軒側の既存平板瓦2の配置位置に対して軒棟方向と直交する方向に、既存平板瓦2の軒棟方向と直交する方向の働き幅aの1/2だけずれている。なお、本実施形態のように1/2ずらす以外に、1/3など任意のずらし幅を選択することことができる。   In this installation structure of the existing flat roof tile 2, on the end of the existing flat roof tile 2 (for example, the existing flat roof tile 24 shown in FIG. 7) on the ridge side end, another existing roof tile is located. The eaves side edge part of the flat roof tile 2 (for example, the existing flat roof tile 25 shown in FIG. 7) overlaps. Of the two existing flat roof tiles 2 adjacent to each other in the eave building direction, the arrangement position of the existing flat roof tile 2 on the building side in the direction perpendicular to the eave building direction is relative to the arrangement position of the existing flat roof tile 2 on the eave side. In the direction perpendicular to the eaves ridge direction, the working width a in the direction perpendicular to the eaves ridge direction of the existing flat roof tile 2 is shifted by ½. In addition to the ½ shift as in the present embodiment, an arbitrary shift width such as で き る can be selected.

続いて、既存平板瓦2が葺設された屋根上に、新規平板瓦1を重ね葺きする方法及び重ね葺きした構造について説明する。   Next, a method for stacking the new flat roof tiles 1 on the roof on which the existing flat roof tiles 2 are installed and a structure in which they are stacked are described.

本実施形態において、新規平板瓦1は、既存平板瓦2と同様平面視略矩形状のスレート瓦であり、外形寸法においても既存平板瓦2と略同じ縦幅及び横幅を有する。尚、新規平板瓦1の寸法形状は、これに限られるものではない。   In the present embodiment, the new flat roof tile 1 is a slate roof tile having a substantially rectangular shape in plan view similar to the existing flat roof tile 2, and has substantially the same vertical and horizontal widths as the existing flat roof tile 2 in terms of external dimensions. In addition, the dimension shape of the new flat roof tile 1 is not restricted to this.

まず、第一の調整瓦51、及び第二の調整瓦52を葺設し、更に、調整瓦51、52に重ねて、一段目の新規平板瓦13を葺設する工程について説明する。   First, the process of installing the first adjustment roof tile 51 and the second adjustment roof tile 52 and then installing the first-stage new flat roof tile 13 so as to overlap the adjustment roof tiles 51 and 52 will be described.

図3に示すように、屋根下地9上の最も軒側には、一段目の既存平板瓦23が葺設され、一段目の既存平板瓦23の軒棟方向の棟側には一段目の既存平板瓦23の棟部に二段目の既存平板瓦24の軒部を重ねて二段目の既存平板瓦24が葺設され、二段目の既存平板瓦24の軒棟方向の棟側には二段目の既存平板瓦24の棟部に三段目の既存平板瓦25の軒部を重ねて三段目の既存平板瓦25が葺設され、更に、三段目の既存平板瓦25の軒棟方向の棟側には三段目の既存平板瓦25の棟部に四段目の既存平板瓦26の軒部を重ねて四段目の既存平板側26が葺設されている。更に、一段目の既存平板瓦23と屋根下地9との間には、一段目の既存平板瓦23の傾斜を調整するスタータ90が挿入されている。   As shown in FIG. 3, the first level existing flat roof tile 23 is installed on the most eave side on the roof base 9, and the first level existing flat roof tile 23 on the side of the eave building is located on the first level. A second-stage existing flat roof tile 24 is installed by overlapping the eaves of the second-stage existing flat roof tile 24 on the ridge of the flat roof tile 23, and the second-stage existing flat roof tile 24 is placed on the ridge side in the eave building direction. The third-stage existing flat roof tile 25 is installed by superimposing the eaves of the third-stage existing flat roof tile 25 on the ridge of the second-stage existing flat roof tile 24, and further the third-stage existing flat roof tile 25. On the ridge side in the direction of the eaves ridge, the fourth level of the existing flat plate side 26 is provided so as to overlap the eave portion of the fourth level of the existing flat plate tile 26 on the ridge portion of the third level of the existing flat plate tile 25. Further, a starter 90 for adjusting the inclination of the first-stage existing flat tile 23 is inserted between the first-stage existing flat tile 23 and the roof base 9.

本実施形態では、既存平板瓦2上に新規平板瓦1を重ねて葺設するにあたり、既存平板瓦2のうち一段目の既存平板瓦23上に、第一の調整瓦51及び第二の調整瓦52が配置される。   In the present embodiment, when the new flat roof tile 1 is stacked on the existing flat roof tile 2 and installed, the first adjustment roof tile 51 and the second adjustment roof 51 are placed on the first existing flat roof tile 23 of the existing flat roof tile 2. A roof tile 52 is arranged.

本実施形態では、図2に示すように、調整瓦51、52(第一の調整瓦51、及び第二の調整瓦52)を配置する前に、軒先カバー230及び防水テープ233を設置する。   In the present embodiment, as shown in FIG. 2, the eaves edge cover 230 and the waterproof tape 233 are installed before the adjustment roof tiles 51 and 52 (the first adjustment roof tile 51 and the second adjustment roof tile 52).

軒先カバー230は、一段目の既存平板瓦23とスタータ90の軒側端部を覆う覆い部231と、覆い部から下方に突出する垂下部232とを備える部材である。軒先カバー230は、例えば、釘等を用いて、一段目の既存平板瓦23上に取り付けられる。   The eaves end cover 230 is a member that includes a first-stage existing flat roof tile 23, a cover portion 231 that covers the eaves side end of the starter 90, and a hanging portion 232 that protrudes downward from the cover portion. The eaves cover 230 is attached to the existing flat roof tile 23 in the first stage using, for example, a nail or the like.

一段目の既存平板瓦23上に軒先カバー230を取り付けた後、一段目の既存平板瓦23上から軒先カバー230上に亘って、防水テープ233を張り付ける。これにより、防水テープ233が、一段目の既存平板瓦23と軒先カバー230との間の防水性を高めることができる。   After attaching the eaves edge cover 230 on the first-stage existing flat roof tile 23, the waterproof tape 233 is pasted over the eaves edge cover 230 from the first-stage existing flat roof tile 23. Thereby, the waterproof tape 233 can improve the waterproofness between the existing flat roof tile 23 of the first step and the eaves cover 230.

一段目の既存平板瓦23上に、軒先カバー230及び防水テープ233を設置したのち、第一の調整瓦51を配置する。   After installing the eaves edge cover 230 and the waterproof tape 233 on the first existing flat roof tile 23, the first adjustment roof tile 51 is arranged.

本実施形態では、第一の調整瓦51及び第二の調整瓦52は、新規平板瓦1と同様の材料で成形されたスレート瓦である。   In the present embodiment, the first adjustment roof tile 51 and the second adjustment roof tile 52 are slate roof tiles formed of the same material as the new flat roof tile 1.

第一の調整瓦51は平面視略矩形状に形成され、軒棟方向と直交する方向の寸法は、既存平板瓦2及び新規平板瓦1の軒棟方向と直交する方向の働き幅aと略同じである。第一の調整瓦51の軒棟方向の寸法は、既存平板瓦2の軒棟方向の働き幅bより短い。   The first adjustment tile 51 is formed in a substantially rectangular shape in plan view, and the dimension in the direction orthogonal to the eave building direction is substantially equal to the working width a in the direction orthogonal to the eave building direction of the existing flat roof tile 2 and the new flat roof tile 1. The same. The dimension of the first adjustment tile 51 in the eaves direction is shorter than the working width b of the existing flat roof tile 2 in the eaves direction.

第二の調整瓦52の軒棟方向と直交する方向の寸法は、第一の調整瓦51と略同じである。第二の調整瓦52の軒棟方向の寸法は、既存平板瓦2の軒棟方向と直交する方向の働き幅bより長く、かつ働き幅bの2倍よりも短い。   The dimension of the second adjustment tile 52 in the direction orthogonal to the eaves-ridge direction is substantially the same as that of the first adjustment tile 51. The dimension of the second adjustment tile 52 in the eave building direction is longer than the working width b in the direction orthogonal to the eave building direction of the existing flat roof tile 2 and shorter than twice the working width b.

第一の調整瓦51及び第二の調整瓦52は、図7に示すように、屋根の軒棟方向と直交する方向に複数葺設される。   As shown in FIG. 7, a plurality of first adjustment tiles 51 and second adjustment tiles 52 are installed in a direction perpendicular to the eaves direction of the roof.

第一の調整瓦51の、軒棟方向と直交する方向の配置位置は、一段目の既存平板瓦23の配置位置を基準として軒棟方向と直交する方向に、既存平板瓦2の働き幅aの1/4だけずれている。   The arrangement position of the first adjustment tile 51 in the direction orthogonal to the eave building direction is the working width of the existing flat tile tile 2 in the direction orthogonal to the eave building direction with respect to the arrangement position of the first existing flat roof tile 23. It is shifted by 1/4.

第一の調整瓦51の棟側端部と、二段目の既存平板瓦24の軒側端部との間には、間隙30が設けられる。   A gap 30 is provided between the ridge side end of the first adjustment roof tile 51 and the eaves side end of the second-stage existing flat roof tile 24.

一段目の既存平板瓦23上に、第一の調整瓦51が配置された後、この第一の調整瓦51を固定する。   After the first adjustment roof tile 51 is arranged on the first-stage existing flat roof tile 23, the first adjustment roof tile 51 is fixed.

本実施形態では、図3に示すように、第一の調整瓦51と吊り子8が同時に一段目の既存平板瓦23上に固定される。   In the present embodiment, as shown in FIG. 3, the first adjustment roof tile 51 and the hanger 8 are simultaneously fixed on the first-stage existing flat roof tile 23.

吊り子8は、図4に示すように、固定部80、第一の支持片82、及び第二の支持片83を備える。固定部80の軒棟方向の寸法は、第一の調整瓦51の釘止め箇所よりも棟側まで設けられるよう設計されている。第一の支持片82は、固定部80の軒側端部から下方に突出し、更に先端部を棟側に折り返したフック型の形状を有する。第二の支持片83は、固定部80の軒側端部から上方に突出し、更に先端部を棟側に折り返したフック型の形状を有する。   As shown in FIG. 4, the hanger 8 includes a fixing portion 80, a first support piece 82, and a second support piece 83. The dimension of the fixed portion 80 in the eaves ridge direction is designed so as to be provided to the ridge side from the nail-fixed portion of the first adjustment tile 51. The first support piece 82 has a hook-like shape that protrudes downward from the eaves-side end portion of the fixed portion 80 and further has its tip end folded back to the ridge side. The second support piece 83 has a hook-shaped shape that protrudes upward from the eaves-side end portion of the fixed portion 80 and further has its tip portion folded back to the ridge side.

本実施形態では、吊り子8の第一の支持片82の先端部はフック型の形状を有するが、これに限られるものではない。例えば、図5に示すように、第一の支持片82の先端部が棟側に折り返されず、下方に突出していてもよい。   In the present embodiment, the distal end portion of the first support piece 82 of the hanging element 8 has a hook shape, but the present invention is not limited to this. For example, as shown in FIG. 5, the distal end portion of the first support piece 82 may not be folded back toward the ridge but may protrude downward.

吊り子8は、その第一の支持片82に第一の調整瓦51の軒側端部を挿入して当接し、その固定部80が第一の調整瓦51上に配置され、固定部80に釘800が打込まれることにより吊り子8は第一の調整瓦51と同時に屋根下地9に固定され、更に、第一の調整瓦51の軒側端部が第一の支持片82で挿入支持される。また異なる態様として、第一の支持片82を一段目の既存平板瓦23の軒側端部と当接する位置まで設けることにより、第一の調整瓦51と一段目の既存平板瓦23の軒先端部の位置を容易に揃えることができるものである。   The hanging element 8 is in contact with the first support piece 82 by inserting the eaves side end portion of the first adjustment tile 51, and the fixing portion 80 is disposed on the first adjustment tile 51. When the nail 800 is driven in, the suspension 8 is fixed to the roof base 9 simultaneously with the first adjustment tile 51, and the eave side end of the first adjustment tile 51 is inserted by the first support piece 82. Supported. Moreover, as a different aspect, by providing the first support piece 82 to a position where it abuts against the eaves side end portion of the first-stage existing flat roof tile 23, the first adjustment roof tile 51 and the eaves tip of the first-stage existing flat roof tile 23 The position of the part can be easily aligned.

一段目の既存平板瓦23上に第一の調整瓦51が葺設された後、間隙30に接着剤4が配置される。接着剤4は、間隙30における軒棟方向と直交する方向に、間隔を空けながら複数箇所に配置される。これにより、接着剤間に隙間が形成されるため、雨水が第二の調整瓦52の裏面に回りこんだ場合も、軒側に排水することができるものである。接着剤4は、発泡性の接着剤であることが好ましい。接着剤4としては、例えば、硬質ウレタン系の発泡性の接着剤を用いることが好ましい。   After the first adjustment tile 51 is installed on the existing flat roof tile 23 in the first stage, the adhesive 4 is disposed in the gap 30. The adhesive 4 is disposed at a plurality of locations in the direction perpendicular to the eaves-ridge direction in the gap 30 with an interval. Thereby, since a clearance gap is formed between adhesives, even when rainwater wraps around the back surface of the 2nd adjustment tile 52, it can drain to the eaves side. The adhesive 4 is preferably a foamable adhesive. As the adhesive 4, for example, it is preferable to use a hard urethane foaming adhesive.

接着剤4が発泡性の接着剤であることにより、接着剤4が間隙30の内部で適度に膨張して第二の調整瓦52と一段目の既存平板瓦23とを、間隙30に配置された接着剤4を介して接着することができる。   Since the adhesive 4 is a foaming adhesive, the adhesive 4 is appropriately expanded inside the gap 30, and the second adjustment roof tile 52 and the first existing flat roof tile 23 are arranged in the gap 30. It can be bonded via the adhesive 4.

間隙30に接着剤4が配置された後、第二の調整瓦52が配置される。第二の調整瓦52は、第一の調整瓦51上から二段目の既存平板瓦24上に亘って配置される。第二の調整瓦52は、間隙30に配置された接着剤4によって接着されると共に棟側端部が吊り子8の第二の支持片83に引っ掛けられることで支持される。   After the adhesive 4 is disposed in the gap 30, the second adjustment tile 52 is disposed. The second adjustment roof tile 52 is arranged from the first adjustment roof tile 51 to the second stage existing flat roof tile 24. The second adjustment roof tile 52 is bonded by the adhesive 4 disposed in the gap 30 and supported by the ridge side end being hooked on the second support piece 83 of the hanger 8.

第二の調整瓦52の、軒棟方向と直交する方向の配置位置は、第一の調整瓦51の配置位置に対して軒棟方向と直交する方向に、既存平板瓦2の働き幅aの1/2だけずれている。また、第二の調整瓦52の棟側端部と三段目の既存平板瓦25の軒側端部との間には、間隙3が設けられる。   The arrangement position of the second adjustment tile 52 in the direction orthogonal to the eave building direction is equal to the working width a of the existing flat roof tile 2 in the direction orthogonal to the eave building direction with respect to the arrangement position of the first adjustment tile 51. It is shifted by 1/2. A gap 3 is provided between the ridge side end of the second adjustment tile 52 and the eaves side end of the third existing flat tile 25.

第二の調整瓦52が第一の調整瓦51上に葺設された後、一段目の新規平板瓦13が葺設される。一段目の新規平板瓦13は、複数の新規平板瓦1のうち、最も軒側に配置される瓦である。   After the second adjustment tile 52 is installed on the first adjustment tile 51, the first-stage new flat tile 13 is installed. The first-stage new flat roof tile 13 is a roof tile that is arranged on the most eaves side among the plurality of new flat roof tiles 1.

一段目の新規平板瓦13は、第二の調整瓦52上から、三段目の既存平板瓦25上に亘って配置される。一段目の新規平板瓦13の、軒棟方向と直交する方向の配置位置は、第二の調整瓦52の配置位置に対して軒棟方向と直交する方向に、既存平板瓦2の働き幅aの1/2だけずれている。   The first-stage new flat roof tile 13 is disposed over the second adjustment roof tile 52 and the third-stage existing flat roof tile 25. The arrangement position of the first flat roof tile 13 in the direction perpendicular to the eave building direction is the working width a of the existing flat roof tile 2 in the direction perpendicular to the eave building direction with respect to the arrangement position of the second adjustment tile 52. It is shifted by 1/2 of that.

第二の調整瓦52上に一段目の新規平板瓦13を配置するにあたり、間隙3に接着剤4が配置される。これにより、接着剤間に隙間が形成されるため、雨水が一段目の新規平板瓦13の裏面に回りこんだ場合も、軒側に排水することができるものである。接着剤4は、間隙3における軒棟方向と直交する方向に、間隔を空けながら複数箇所に配置される。接着剤4は、発泡性の接着剤であることが好ましい。接着剤4としては、例えば、硬質ウレタン系の発泡接着剤を用いることが好ましい。   When the first flat roof tile 13 is disposed on the second adjustment roof 52, the adhesive 4 is disposed in the gap 3. Thereby, since a clearance gap is formed between adhesives, even when rainwater wraps around the back surface of the new flat roof tile 13 in the first stage, it can be drained to the eaves side. The adhesive 4 is disposed at a plurality of locations in the direction perpendicular to the eaves-ridge direction in the gap 3 with an interval. The adhesive 4 is preferably a foamable adhesive. As the adhesive 4, for example, it is preferable to use a hard urethane foam adhesive.

接着剤4が発泡性の接着剤であることにより、接着剤4が間隙3の内部で適度に膨張して、一段目の新規平板瓦13と二段目の既存平板瓦24とを、間隙3に配置された接着剤4を介して接着することができる。   Since the adhesive 4 is a foaming adhesive, the adhesive 4 is appropriately expanded inside the gap 3, and the first-stage new flat roof tile 13 and the second-stage existing flat roof tile 24 are connected to the gap 3. It can adhere | attach via the adhesive agent 4 arrange | positioned in (1).

一段目の新規平板瓦13には、一段目の新規平板瓦13を貫通するピン6が設けられ、このため一段目の新規平板瓦13の位置合わせがされる。ピン6は、一段目の新規平板瓦13の所定位置に、軒棟方向と直交する方向に並んで、複数設けられている。一段目の新規平板瓦13を第二の調整瓦52上に配置する際に、ピン6が第二の調整瓦52の棟側端部と接するようにする。これにより、一段目の新規平板瓦13のピン6を設けた位置と第二の調整瓦52の棟側端部を一致させ、瓦の位置合わせを容易に行うことができ、更に、屋根の勾配が急である場合に、一段目の新規平板瓦13が滑り落ちることを防ぐことができる。   The first-stage new flat roof tile 13 is provided with pins 6 penetrating the first-stage new flat roof tile 13, so that the first-stage new flat roof tile 13 is aligned. A plurality of pins 6 are provided at predetermined positions of the first-stage new flat roof tile 13 in a direction orthogonal to the eaves-ridge direction. When the first flat roof tile 13 is arranged on the second adjustment roof tile 52, the pins 6 are in contact with the ridge side end of the second adjustment roof tile 52. Thereby, the position where the pin 6 of the first-stage new flat tile 13 is provided and the ridge side end of the second adjustment tile 52 can be matched, and the alignment of the tile can be easily performed. Can prevent the new flat roof tile 13 in the first stage from slipping down.

一段目の新規平板瓦13の棟側端部と四段目の既存平板瓦26の軒側端部との間には、間隙3が設けられる。   A gap 3 is provided between the ridge-side end of the first-stage new flat roof tile 13 and the eaves-side end of the fourth-stage existing flat roof tile 26.

ピン6によって位置合わせされた一段目の新規平板瓦13は、接着剤4によって、接着される。   The first-stage new flat roof tile 13 aligned by the pins 6 is bonded by the adhesive 4.

本実施形態では、発泡性の接着剤4の膨張による一段目の新規平板瓦13の浮き上がりを防止するため、図8に示すように、押さえ込み治具7を利用する。   In the present embodiment, a pressing jig 7 is used as shown in FIG. 8 in order to prevent the first-stage new flat roof tile 13 from floating due to the expansion of the foamable adhesive 4.

押さえ込み治具7は、間隙3の軒棟方向の幅よりも長い板状の部材である。押さえ込み治具7は、例えば、弾性を有する金属板等から形成される。押さえ込み治具7はその第一端部71に、上方に突出した取っ手73を有する。このため、押さえ込み治具7の差し込み時及び取り除き時において、作業者が取っ手73を手で掴むことで押さえ込み治具7を保持することが容易となり、このため、押さえ込み治具7の差し込み、及び取り外しが容易となる。   The pressing jig 7 is a plate-like member that is longer than the width of the gap 3 in the eaves-ridge direction. The pressing jig 7 is formed of, for example, a metal plate having elasticity. The pressing jig 7 has a handle 73 protruding upward at the first end 71 thereof. For this reason, when the pressing jig 7 is inserted and removed, it becomes easy for the operator to hold the pressing jig 7 by grasping the handle 73 by hand. For this reason, the pressing jig 7 is inserted and removed. Becomes easy.

一段目の新規平板瓦13を接着剤4で接着するにあたり、三段目の既存平板瓦25の棟側の上部と四段目の既存平板瓦26の軒側の下部との間に、押さえ込み治具7の第一端部71とは反対側の第二端部72を差し込むと共に、押さえ込み治具7の第一端部71を一段目の新規平板瓦13上に押し当て、一段目の新規平板瓦13の浮き上がりを抑制する。接着剤4による一段目の新規平板瓦13の接着が完了すると、押さえ込み治具7を、取っ手73を保持することで、取り除く。   In bonding the first-stage new flat roof tile 13 with the adhesive 4, it is necessary to press down between the upper part on the ridge side of the third-stage existing flat roof tile 25 and the lower part on the eaves side of the fourth-stage existing flat roof tile 26. While inserting the 2nd end part 72 on the opposite side to the 1st end part 71 of the tool 7, the 1st end part 71 of the pressing jig 7 is pressed on the 1st step | paragraph new flat roof tile 13, and a 1st step | paragraph new flat plate The lifting of the tile 13 is suppressed. When the bonding of the first flat roof tile 13 by the adhesive 4 is completed, the pressing jig 7 is removed by holding the handle 73.

このようにして、一段目の新規平板瓦13が葺設されると、一段目の新規平板瓦13の軒側部分の高さが、第一の調整瓦51及び第二の調整瓦52で調整されるため、一段目の新規平板瓦13と三段目の既存平板瓦25との間に隙間が生じにくくなる。このため、防水性が向上すると共に、踏み割れが起こりにくくなる。   Thus, when the first-stage new flat roof tile 13 is installed, the height of the eaves side portion of the first-stage new flat roof tile 13 is adjusted by the first adjustment roof tile 51 and the second adjustment roof tile 52. Therefore, it is difficult for a gap to be generated between the first-stage new flat roof tile 13 and the third-stage existing flat roof tile 25. For this reason, waterproofness improves and a step crack becomes difficult to occur.

一段目の新規平板瓦13が葺設された後、更にその棟側に複数の新規平板瓦1が順次葺設される。新規平板瓦1を葺設するにあたり、既に葺設された新規平板瓦1(第一の新規平板瓦11)の棟側に、別の新規平板瓦1(第二の新規平板瓦12)を葺設する工程について、図1を参照して説明する。   After the first-stage new flat roof tile 13 is installed, a plurality of new flat roof tiles 1 are sequentially installed on the ridge side. When installing the new flat roof tile 1, another new flat roof tile 1 (second new flat roof tile 12) is placed on the ridge side of the already installed new flat roof tile 1 (first new flat roof tile 11). The process of providing is demonstrated with reference to FIG.

ここで、軒側に葺設された新規平板瓦を第一の新規平板瓦11、第一の新規平板瓦11の棟部側に重ねて葺設される新規平板瓦を第二の新規平板瓦12、第二の新規平板瓦12の棟部側が重ねて葺設される既存平板瓦を第一の既存平板瓦21、第一の既存平板瓦21の棟部側に重ねて葺設される既存平板瓦を第二の既存平板瓦22とする。   Here, the new flat roof tiles installed on the eaves side are overlapped on the first new flat roof tile 11 and the ridge part side of the first new flat roof tiles 11 are replaced with the second new flat roof tiles. 12, the existing flat roof tile on which the ridge side of the second new flat roof tile 12 is laid and installed on the first existing flat roof tile 21 and the ridge side of the first existing flat roof tile 21 The flat roof tile is referred to as a second existing flat roof tile 22.

図1に示すように、第一の既存平板瓦21の棟側には、第一の既存平板瓦21に重ねて第二の既存平板瓦22が葺設されている。第一の新規平板瓦11は、第一の既存平板瓦21に対して軒側に葺設されている。第一の新規平板瓦11の棟側端部と、第一の既存平板瓦21の棟側端部との間には、間隙3が設けられている。   As shown in FIG. 1, a second existing flat roof tile 22 is provided on the ridge side of the first existing flat roof tile 21 so as to overlap the first existing flat roof tile 21. The first new flat roof tile 11 is provided on the eaves side with respect to the first existing flat roof tile 21. A gap 3 is provided between the ridge side end of the first new flat roof tile 11 and the ridge side end of the first existing flat roof tile 21.

第二の新規平板瓦12は、第一の新規平板瓦11上から第一の既存平板瓦21上に亘って配置される。   The second new flat roof tile 12 is arranged from the first new flat roof tile 11 to the first existing flat roof tile 21.

第二の新規平板瓦12の、軒棟方向と直交する方向の配置位置は、第一の既存平板瓦21の配置位置に対して軒棟方向と直交する方向に、既存平板瓦2の軒棟方向と直交する方向の働き幅aの1/2だけずれている。   The arrangement position of the second new flat roof tile 12 in the direction perpendicular to the eave building direction is the eave building of the existing flat roof tile 2 in a direction perpendicular to the eave building direction with respect to the arrangement position of the first existing flat roof tile 21. The working width a in the direction orthogonal to the direction is shifted by a half.

第一の新規平板瓦11上に第二の新規平板瓦12を配置する前に、間隙3に接着剤4が配置される。接着剤4は、間隙3における軒棟方向と直交する方向に、間隔を空けながら複数箇所に配置される。接着剤4は、発泡性の接着剤であることが好ましい。接着剤4としては、例えば、硬質ウレタン系の発泡接着剤を用いることが好ましい。   Before the second new flat roof tile 12 is placed on the first new flat roof tile 11, the adhesive 4 is placed in the gap 3. The adhesive 4 is disposed at a plurality of locations in the direction perpendicular to the eaves-ridge direction in the gap 3 with an interval. The adhesive 4 is preferably a foamable adhesive. As the adhesive 4, for example, it is preferable to use a hard urethane foam adhesive.

接着剤4が発泡性の接着剤であることにより、接着剤4が間隙3の内部で適度に膨張して第二の新規平板瓦12と既存平板瓦20とを、間隙3に配置された接着剤4を介して接着することができる。   Since the adhesive 4 is a foaming adhesive, the adhesive 4 is appropriately expanded inside the gap 3, and the second new flat roof tile 12 and the existing flat roof tile 20 are bonded in the gap 3. It can be bonded via the agent 4.

第二の新規平板瓦12には、第二の新規平板瓦12を貫通するピン6が設けられ、このため、第二の新規平板瓦12の位置合わせがされる。ピン6は、第二の新規平板瓦12の所定位置に、軒棟方向と直交する方向に並んで、複数設けられる。第二の新規平板瓦12を第一の新規平板瓦11上に配置する際に、ピン6の先端部が第一の新規平板瓦11の棟側端部と接するようにする。これにより、第二の新規平板瓦12のピン6を設けた位置と第一の新規平板瓦11の棟側端部を一致させ、瓦の位置合わせを容易に行うことができ、更に、屋根の勾配が急である場合に、第二の新規平板瓦12が滑り落ちることを防ぐことができる。   The second new flat roof tile 12 is provided with a pin 6 penetrating the second new flat roof tile 12, and thus the second new flat roof tile 12 is aligned. A plurality of pins 6 are provided at predetermined positions of the second new flat roof tile 12 in a direction perpendicular to the eaves-ridge direction. When the second new flat roof tile 12 is arranged on the first new flat roof tile 11, the tip of the pin 6 is brought into contact with the ridge side end of the first new flat roof tile 11. Thereby, the position where the pin 6 of the second new flat roof tile 12 is provided coincides with the ridge side end of the first new flat roof tile 11, and the alignment of the roof tile can be easily performed. When the gradient is steep, the second new flat roof tile 12 can be prevented from sliding down.

ピン6によって位置合わせされた第二の新規平板瓦12は、接着剤4によって、接着される。   The second new flat roof tile 12 aligned by the pins 6 is bonded by the adhesive 4.

本実施形態では、発泡性の接着剤4の膨張による第二の新規平板瓦12の浮き上がりを抑制するため、図8と同様に、第一の既存平板瓦21の棟側の上部と第二の既存平板瓦22の軒側の下部との間に、押さえ込み治具7の第二端部72を差し込むと共に、押さえ込み治具7の第一端部71を第二の新規平板瓦12上に押し当て、第二の新規平板瓦12の浮き上がりを抑制する。   In the present embodiment, in order to suppress the floating of the second new flat roof tile 12 due to the expansion of the foamable adhesive 4, as in FIG. The second end 72 of the pressing jig 7 is inserted between the existing flat roof tile 22 and the lower part on the eaves side, and the first end 71 of the pressing jig 7 is pressed onto the second new flat roof tile 12. The floating of the second new flat roof tile 12 is suppressed.

接着剤4による、第二の新規平板瓦12の接着が完了すると、押さえ込み治具7を取り除く。これらの工程を繰り返すことで、複数の新規平板瓦1が、屋根の軒側から棟側まで多段に葺設される。尚、第二の新規平板瓦12の接着が完了するとピン6を取り除いてもよく、このピン6を他の新規平板瓦1を葺設する際に用いることができる。   When the adhesion of the second new flat roof tile 12 by the adhesive 4 is completed, the pressing jig 7 is removed. By repeating these steps, a plurality of new flat tiles 1 are installed in multiple stages from the eaves side to the ridge side of the roof. In addition, when the adhesion of the second new flat roof tile 12 is completed, the pin 6 may be removed, and this pin 6 can be used when installing another new flat roof tile 1.

上記のようにして葺設された新規平板瓦1の軒棟方向と直交する方向に隣設する新規平板瓦1間の突き付け部は、既存平板瓦2の軒棟方向と直交する方向に隣接するいずれの既存平板瓦2間の突き付け部とも重ならないようにすることが好ましい。   The abutting portion between the new flat roof tiles 1 adjacent to each other in the direction orthogonal to the eave building direction of the new flat roof tile 1 installed as described above is adjacent to the direction orthogonal to the eave building direction of the existing flat roof tile 2. It is preferable not to overlap any of the butt portions between the existing flat roof tiles 2.

本実施形態では、第一の調整瓦51の軒棟方向と直交する方向の配置位置が、一段目の既存平板瓦23の配置位置に対して軒棟方向と直交する方向に、既存平板瓦2の働き幅aの1/4だけずらすことにより、全ての新規平板瓦1の軒棟方向と直交す方向の配置位置も、既存平板瓦2の働き幅aの1/4だけずらすことができ、このため、突き付け部同士が重ならないようになっている。   In the present embodiment, the existing flat roof tiles 2 are arranged in a direction perpendicular to the eave building direction with respect to the arrangement position of the first adjustment tile 51 in the direction perpendicular to the eave building direction. By shifting the working width a by ¼, the arrangement position of all the new flat roof tiles 1 in the direction perpendicular to the eave building direction can also be shifted by ¼ of the working width a of the existing flat roof tiles 2, For this reason, the abutting portions do not overlap each other.

新規平板瓦1の突き付け部と、既存平板瓦2の突き付け部が重ならないことにより、屋根の防水性、耐踏み割れ性等を向上することができる。   Since the abutting portion of the new flat roof tile 1 and the abutting portion of the existing flat roof tile 2 do not overlap, the waterproofness of the roof, the resistance to treading, and the like can be improved.

尚、本実施形態では、新規平板瓦1と既存平板瓦2の突き付け部とが既存平板瓦2の働き幅aの1/4だけずれているが、これに限られるものではなく、新規平板瓦1と既存平板瓦2の突き付け部とが重ならないようにすればよい。   In the present embodiment, the new flat roof tile 1 and the butt portion of the existing flat roof tile 2 are shifted by ¼ of the working width a of the existing flat roof tile 2, but the present invention is not limited to this. What is necessary is just to make 1 and the abutting part of the existing flat roof tile 2 not overlap.

本実施形態では、第一の調整瓦51及び第二の調整瓦52を固定するために、吊り子8を併用しているが、吊り子8を利用せずに、第一の調整瓦51及び第二の調整瓦52を固定してもよい。例えば、図6に示す変形例では、第一の調整瓦51が、一段目の既存平板瓦23に、釘510が打込まれて直接.固定される。   In this embodiment, in order to fix the 1st adjustment roof tile 51 and the 2nd adjustment roof tile 52, the suspension element 8 is used together, but without using the suspension element 8, the first adjustment roof tile 51 and The second adjustment roof tile 52 may be fixed. For example, in the modification shown in FIG. 6, the first adjustment roof tile 51 is directly inserted into the existing flat roof tile 23 of the first stage by nails 510. Fixed.

また、第二の調整瓦52を固定するにあたり、予め第一の調整瓦51及び一段目の既存平板瓦23に下孔520を形成する。第一の調整瓦51の上面に、下孔520を塞ぐ補助シート521を張り付けた後、第二の調整瓦52が配置され、下孔520に対して釘522を打ち込むことにより、第二の調整瓦52が固定される(図6)。   In addition, when fixing the second adjustment roof tile 52, the lower holes 520 are formed in the first adjustment roof tile 51 and the first-stage existing flat roof tile 23 in advance. After the auxiliary sheet 521 that closes the lower hole 520 is attached to the upper surface of the first adjustment tile 51, the second adjustment tile 52 is disposed, and a nail 522 is driven into the lower hole 520, whereby the second adjustment tile 521 is placed. The roof tile 52 is fixed (FIG. 6).

本変形例では、第二の調整瓦52が下孔520形成後に釘522を打ち込むことで固定されるため、一段目の既存平板瓦23に破損が生じにくい。また、下孔520に張り付けた補助シート521により、防水性が確保される。   In this modification, the second adjustment roof tile 52 is fixed by driving the nail 522 after the formation of the lower hole 520, so that the existing flat roof tile 23 in the first stage is hardly damaged. Further, the auxiliary sheet 521 attached to the lower hole 520 ensures waterproofness.

本変形例でも第二の調整瓦52を敷設した後、先の実施形態と同様に、一段目の新規平板瓦13及び、他の新規平板瓦1が順次葺設される。   Also in this modified example, after the second adjustment tile 52 is laid, the first-stage new flat roof tile 13 and the other new flat roof tiles 1 are sequentially installed like the previous embodiment.

また、本実施形態においては、一段目の既存平板瓦23と一段目の新規平板瓦13との間に、調整瓦5を2枚介在させているが、これに限られるものではない。例えば、本実施形態において、第二の調整瓦52に代えて一段目の新規平板瓦13を用いてもよい。この場合、調整瓦5が1枚のみ介在することになる。   In the present embodiment, the two adjustment roof tiles 5 are interposed between the first-stage existing flat roof tile 23 and the first-stage new flat roof tile 13, but the present invention is not limited to this. For example, in the present embodiment, the first flat roof tile 13 may be used in place of the second adjustment roof tile 52. In this case, only one adjustment tile 5 is interposed.

1 新規平板瓦
11 第一の新規平板瓦
12 第二の新規平板瓦
2 既存平板瓦
21 第一の既存平板瓦
3 間隙
4 接着剤
DESCRIPTION OF SYMBOLS 1 New flat roof tile 11 First new flat roof tile 12 Second new flat roof tile 2 Existing flat roof tile 21 First existing flat roof tile 3 Gap 4 Adhesive

Claims (6)

既存平板瓦が葺設された屋根上に、新規平板瓦を重ね葺きした屋根構造において、
第一の新規平板瓦の棟側端部と、第一の既存平板瓦の軒側端部との間に間隙が設けられ、
前記間隙に接着剤が配置され、
第二の新規平板瓦が、前記第一の新規平板瓦上から前記第一の既存平板瓦上に亘って配置
されると共に、前記接着剤で接着され
前記第二の新規平板瓦に、この第二の新規平板瓦を貫通するピンが設けられ、前記ピン
が前記第一の新規平板瓦の棟側端部と接することを特徴とする重ね葺き屋根構造。
In the roof structure in which new flat tiles are stacked on the roof where existing flat tiles are installed,
A gap is provided between the ridge end of the first new flat roof tile and the eaves side end of the first existing flat roof tile,
An adhesive is disposed in the gap,
The second new flat roof tile is disposed over the first existing flat roof tile from the first new flat roof tile and bonded with the adhesive ,
The second new flat tile is provided with a pin penetrating the second new flat tile, and the pin
Is in contact with the ridge side end of the first new flat roof tile .
前記接着剤が、発泡性の接着剤であることを特徴とする請求項1に記載の重ね葺き屋根
構造。
The laminated roof structure according to claim 1, wherein the adhesive is a foaming adhesive.
前記新規平板瓦のうち、最も軒側に配置されている新規平板瓦と、前記既存平板瓦のう
ち、最も軒側に配置されている既存平板瓦との間に、調整瓦が介在していることを特徴と
する請求項1又は2に記載の重ね葺き屋根構造。
Among the new flat roof tiles, an adjustment roof tile is interposed between the new flat roof tiles arranged closest to the eaves and the existing flat roof tiles arranged among the existing flat roof tiles. The overlapped roof structure according to claim 1 or 2, characterized in that.
前記新規平板瓦のうち、軒棟方向と直交する方向に隣設する2つの新規平板瓦間の突き
付け部が、前記既存平板瓦のうち、軒棟方向と直交する方向に隣接するいずれの二つの既
存平板瓦間の突き付け部とも重なっていないことを特徴とする請求項1乃至3のいずれか
一項に記載の重ね葺き屋根構造。
Of the new flat roof tiles, the butt portion between two new flat roof tiles arranged adjacent to each other in the direction orthogonal to the eaves building direction is any two of the existing flat roof tiles adjacent to the direction orthogonal to the eaves building direction. The overlapping thatched roof structure according to any one of claims 1 to 3, wherein it does not overlap with a butt portion between existing flat roof tiles.
既存平板瓦が葺設された屋根上に、新規平板瓦を重ね葺きする方法において、
前記屋根に第一の新規平板瓦を敷設すると共に、この第一の新規平板瓦の棟側端部と、第
一の既存平板瓦の軒側端部との間に間隙を設ける工程と、
前記間隙に接着剤を配置する工程と、
第二の新規平板瓦を、前記第一の新規平板瓦上から前記第一の既存平板瓦上に亘って配置
すると共に、前記接着剤で接着する工程とを備え
前記第二の新規平板瓦に、この第二の新規平板瓦を貫通するピンを設け、前記ピンが前
記第一の新規平板瓦の棟側端部と接するようにすることを特徴とする重ね葺き方法。
In the method of layering new flat tiles on the roof where existing flat tiles are installed,
Laying a first new flat tile on the roof, and providing a gap between a ridge side end of the first new flat tile and an eave side end of the first existing flat tile;
Placing an adhesive in the gap;
Arranging the second new flat roof tile over the first existing flat roof tile from the first new flat roof tile, and bonding with the adhesive ;
A pin penetrating the second new flat roof tile is provided on the second new flat roof tile, and the pin is in front
A method of laying and rolling, characterized by contacting the ridge side end of the first new flat roof tile .
前記第一の既存平板瓦と、この第一の既存平板瓦上に重なっている第二の既存平板瓦と
の間に押さえ込み治具の一端を差し込むと共に、前記押さえ込み治具の他端を前記第二の
新規平板瓦上に押し当てることで、前記第二の新規平板瓦を押さえ込み、接着状態を保持
する工程を備えることを特徴とする請求項に記載の重ね葺き方法。
One end of the pressing jig is inserted between the first existing flat roof tile and the second existing flat roof tile overlapping the first existing flat roof tile, and the other end of the pressing jig is connected to the first existing flat roof tile. The method according to claim 5 , further comprising a step of pressing the second new flat roof tile and pressing the second new flat roof tile to hold the bonded state.
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