JP2012246677A - Flat roof plate member - Google Patents

Flat roof plate member Download PDF

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JP2012246677A
JP2012246677A JP2011119210A JP2011119210A JP2012246677A JP 2012246677 A JP2012246677 A JP 2012246677A JP 2011119210 A JP2011119210 A JP 2011119210A JP 2011119210 A JP2011119210 A JP 2011119210A JP 2012246677 A JP2012246677 A JP 2012246677A
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flat roof
roof material
hole
flat
fixing
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JP5981694B2 (en
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Shuichi Mori
周一 森
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KMEW Co Ltd
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KMEW Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a flat roof plate member which can eliminate the labor to form nail holes or the like at the time of double roofing construction, suppress a breakage in the flat roof plate member, and have excellent workability and stability.SOLUTION: Flat roof plate members 1 are double-roofed in an inclination direction of a roof 30 and have an exposure part 6 and a non-exposure part 7. Of the adjacent flat roof plate members 1 in the inclination direction, the exposure part 6 of the flat roof plate member 1 located at an upper side in the inclination direction is constructed so as to be stacked on the non-exposure part 7 of the flat roof plate member 1 located at a lower side in the inclination direction. A plurality of fixing holes 4 into which fixtures 3 can be driven are formed in the non-exposure part 7. At least one hole for reinforcement 10 into which the fixtures 3 can be driven is formed in the exposure part 6. At the time of double roofing construction, the hole for reinforcement 10 of the flat roof plate member 1 located at the upper side in the inclination direction and at least one of the fixing holes 4 of the flat roof plate member 1 located at the lower side in the inclination direction are located to be stacked on each other.

Description

本発明は、家屋等の屋根上に葺かれる平板屋根材に関する。   The present invention relates to a flat roof material that is laid on a roof of a house or the like.

家屋等の建物の屋根30を形成するために使用される平板屋根材1は、図6(a)に示すように、野地板20の軒側(傾斜方向下側)から棟側(傾斜方向上側)に向かって、順次ラップするように重ね葺きされて施工される。特に風が強いような地域においては、平板屋根材1が強風によって、その傾斜方向の下側からめくれ上がることを防止するために、種々の方法が検討されている。   As shown in FIG. 6A, the flat roof material 1 used to form the roof 30 of a building such as a house is from the eave side (lower side in the tilt direction) to the ridge side (upper side in the tilt direction). ), And then rolled and constructed to wrap sequentially. In particular, in an area where wind is strong, various methods have been studied in order to prevent the flat roof material 1 from turning up from the lower side in the inclination direction due to strong wind.

具体的には、図6(b)に示すように、まず、複数の釘穴40が形成された平板屋根材1を、軒側から棟側に向かって重ね葺きする。次いで、釘穴40を貫通するように、釘等の固定具3を野地板20へ向かって打入させる。さらに、強風地域においては、上側の平板屋根材1の釘穴40より軒側の位置に補強用ビス45を、下側の平板屋根材1を貫通するように打入させ、強風が吹き付けても平板屋根材1がめくり上がらないようにさせている。   Specifically, as shown in FIG. 6B, first, the flat roof material 1 in which a plurality of nail holes 40 are formed is overlaid from the eaves side toward the ridge side. Next, the fixture 3 such as a nail is driven toward the base plate 20 so as to penetrate the nail hole 40. Further, in a strong wind area, a reinforcing screw 45 is driven into the eaves side of the upper flat roofing material 1 so as to penetrate the lower flat roofing material 1 so that the strong wind blows. The flat roof material 1 is prevented from turning up.

また、上記以外の方法にも種々検討されており、例えば、平板屋根材1表面にクリップを釘等で固定させて設け、このクリップに掛止させるように他の平板屋根材1を載置させることも開示されている(例えば、特許文献1を参照)。   Various methods other than the above have been studied. For example, a clip is fixed to the surface of the flat roof material 1 with a nail or the like, and another flat roof material 1 is placed so as to be hooked on the clip. This is also disclosed (see, for example, Patent Document 1).

実開平5−40438号公報Japanese Utility Model Publication No. 5-40438

しかし、図6のような方法で施工する場合、補強用ビス45を打ち込むための穴を、施工現場にてコンクリートドリル等で形成させる必要があったため、施工に手間がかかる上、平板屋根材1にひびや割れ等の破損が生じてしまうおそれもあった。また、補強用ビス45を打ち込むための穴を形成させた後、止水性を高めるために、防水シート等の止水材5を上側の平板屋根材1と下側の平板屋根材1との間に差し込む必要もあったので、さらに施工に手間がかかってしまう問題があった。   However, when it is constructed by the method as shown in FIG. 6, it is necessary to form a hole for driving the reinforcing screw 45 with a concrete drill or the like at the construction site. There was also a risk of damage such as cracks and cracks. In addition, after forming a hole for driving the reinforcing screw 45, a waterproofing material 5 such as a waterproof sheet is placed between the upper flat roofing material 1 and the lower flat roofing material 1 in order to increase water blocking. There was also a problem that it took much time for the construction.

また、特許文献1のように平板屋根材1表面にクリップを設ける場合でも、クリップを釘等で固定する際に平板屋根材1が破損したりしてしまう問題や、構成部材も多くなってしまう問題もあった。   Further, even when a clip is provided on the surface of the flat roof material 1 as in Patent Document 1, the flat roof material 1 is damaged when the clip is fixed with a nail or the like, and the number of constituent members also increases. There was also a problem.

本発明は上記の点に鑑みてなされたものであり、重ね葺き施工時に釘穴等を形成する手間が省けると共に、平板屋根材の破損を抑制でき、施工性と安定性に優れる平板屋根材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 it is possible to eliminate the trouble of forming nail holes and the like at the time of laying, and to prevent the flat roof material from being damaged, and to provide a flat roof material excellent in workability and stability. It is intended to provide.

本発明に係る平板屋根材は、屋根の傾斜方向で重ね葺きされる平板屋根材において、前記平板屋根材は曝露部と非曝露部とを有し、前記傾斜方向で隣接する平板屋根材のうち、前記傾斜方向で下側に位置する平板屋根材の非曝露部の上に、前記傾斜方向で上側に位置する平板屋根材の曝露部が重ねられるようにして施工される平板屋根材であり、非曝露部には固定具を打入することができる複数の固定用穴が形成され、曝露部には固定具を打入することができる補強用穴が少なくとも一個以上形成され、重ね葺き施工したときに前記傾斜方向で上側に位置する平板屋根材の前記補強用穴と、前記傾斜方向で下側に位置する平板屋根材の前記固定用穴の少なくとも一つとが互いに重なって位置するように前記補強用穴が設けられていることを特徴とする。   The flat roof material according to the present invention is a flat roof material stacked and rolled in the inclination direction of the roof, wherein the flat roof material has an exposed portion and a non-exposed portion, and among the flat roof materials adjacent in the inclined direction. The flat roof material is constructed so that the exposed portion of the flat roof material located on the upper side in the inclined direction is overlaid on the non-exposed portion of the flat roof material located on the lower side in the inclined direction, A plurality of fixing holes into which the fixing tool can be inserted are formed in the non-exposed part, and at least one reinforcing hole into which the fixing tool can be input is formed in the exposed part. Sometimes the reinforcing hole of the flat roof material located on the upper side in the inclined direction and at least one of the fixing holes of the flat roof material located on the lower side in the inclined direction are positioned so as to overlap each other. Reinforcing holes are provided. To.

また、上記平板屋根材は、重ね葺き施工したときに前記補強用穴の下側に重なる前記固定用穴の面積が、前記補強用穴の面積よりも大きく形成されていることが好ましい。   Moreover, it is preferable that the said flat roof material is formed so that the area of the said fixing hole which overlaps the lower side of the said hole for reinforcement when it laps and constructs is larger than the area of the said hole for reinforcement.

また、上記平板屋根材は、重ね葺き施工したときに前記補強用穴の下側に重なる固定用穴には、その開口を閉塞するように止水材が設けられていることが好ましい。   Moreover, it is preferable that the said flat roof material is provided with the water stop material in the fixing hole which overlaps the lower side of the said hole for reinforcement when carrying out lap construction so that the opening may be obstruct | occluded.

本発明の平板屋根材は、重ね葺き施工時に釘穴等を形成する手間が省けると共に、平板屋根材の破損を抑制でき、施工性と安定性に優れる。   The flat roof material of the present invention saves labor for forming nail holes and the like at the time of laying, and can prevent the flat roof material from being damaged, and is excellent in workability and stability.

本発明の平板屋根材の実施の形態の一例を示し、(a)はその平面図、(b)はその施工状態を示す平面図である。An example of embodiment of the flat roof material of this invention is shown, (a) is the top view, (b) is a top view which shows the construction state. 本発明の平板屋根材の他の実施の形態の一例を示し、(a)はその平面図、(b)はその施工状態の平面図である。An example of other embodiment of the flat roof material of the present invention is shown, (a) is the top view, and (b) is the top view of the construction state. 同上の他の実施の形態の一例を示し、その施工状態の平面図である。It is a top view of the construction state which shows an example of other embodiment same as the above. 同上の他の実施の形態の一例を示す側面視断面図である。It is side surface sectional drawing which shows an example of other embodiment same as the above. 同上の他の実施の形態の一例を示し、(a)はその施工状態を示す側面視断面図、(b)はキャップ部材の概略図である。An example of other embodiment same as the above is shown, (a) is a side view sectional view showing the construction state, (b) is a schematic view of a cap member. 従来例の平板屋根材の施工状態を示し、(a)はその平面図、(b)はその側面視断面図である。The construction state of the flat roof material of a prior art example is shown, (a) is the top view, (b) is the side view sectional drawing.

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

本発明の平板屋根材1は、図1(a)に示すように、平面視略矩形状で幅広の平板状に形成されるものであり、平板屋根材1の上片は棟側端部1a、下片は軒側端部1bとして形成されている。尚、平板屋根材1の形状は平面視略矩形状に限らず、その他の形状であっても良い。   As shown in FIG. 1 (a), the flat roof material 1 of the present invention is formed into a wide flat plate shape in a substantially rectangular shape in plan view, and the upper piece of the flat roof material 1 is a ridge side end 1a. The lower piece is formed as an eaves side end 1b. In addition, the shape of the flat roof material 1 is not limited to a substantially rectangular shape in plan view, but may be other shapes.

そして、平板屋根材1は屋根30の傾斜方向に沿って重ね葺きされるものである。具体的には、図1(b)に示すように、傾斜方向の下側である軒側から、傾斜方向の上側である棟側に向かって上下に隣接させながら重ね葺きされて施工され、屋根30が形成される。この場合、平板屋根材1において棟側端部1aが傾斜方向の上側(棟側)、軒側端部1bが傾斜方向の下側(軒側)に位置するものとなる。尚、通常、平板屋根材1は野地板20等の表面に重ね葺きされていくものであるが、図では省略している。また、傾斜方向と直交する方向(平板屋根材1の左右方向)では、平板屋根材1の側端面どうしが突き合わされるように敷き詰められる。   And the flat roof material 1 is piled up along the inclination direction of the roof 30. As shown in FIG. Specifically, as shown in FIG. 1 (b), the roof is piled up and constructed while adjoining vertically from the eave side, which is the lower side of the tilt direction, toward the ridge side, which is the upper side of the tilt direction. 30 is formed. In this case, in the flat roof material 1, the ridge-side end 1a is positioned on the upper side (ridge side) in the tilt direction, and the eaves-side end 1b is positioned on the lower side (eave side) in the tilt direction. In addition, although the flat roof material 1 is usually overlaid on the surface of the field board 20 grade | etc., It is abbreviate | omitting in the figure. Moreover, in the direction (left-right direction of the flat roof material 1) orthogonal to an inclination direction, it lays down so that the side end surfaces of the flat roof material 1 may face | match.

また、平板屋根材1は、曝露部6と、非曝露部7とを有するものである。曝露部6は、平板屋根材1が重ね葺きされたときに外部に露出している部分であり、非曝露部7は、平板屋根材1が重ね葺きされたときに重ね合わされて下側に位置し、外部には露出しない部分である。平板屋根材1において、曝露部6は、非曝露部7よりも下側(軒側)に位置している。   Further, the flat roof material 1 has an exposed part 6 and a non-exposed part 7. The exposed portion 6 is a portion exposed to the outside when the flat roof material 1 is overlaid, and the non-exposed portion 7 is overlapped and positioned on the lower side when the flat roof material 1 is overlaid. However, it is a portion that is not exposed to the outside. In the flat roof material 1, the exposed portion 6 is located below (eave side) than the non-exposed portion 7.

屋根30の傾斜方向(以下、軒棟方向ということもある)で隣接する平板屋根材1、1に着目すると、この場合、軒側に配置されている平板屋根材1の非曝露部7に、棟側に配置されている平板屋根材1が重ねられている。そして、その棟側に配置されている平板屋根材1の曝露部6は、軒側に配置されている平板屋根材1の非曝露部7の上方に位置するものとなっている。   When attention is paid to the flat roof materials 1 and 1 adjacent to each other in the inclination direction of the roof 30 (hereinafter sometimes referred to as the eaves direction), in this case, the unexposed portion 7 of the flat roof material 1 arranged on the eaves side The flat roof material 1 arrange | positioned at the ridge side is piled up. And the exposed part 6 of the flat roof material 1 arrange | positioned at the ridge side is located above the non-exposed part 7 of the flat roof material 1 arrange | positioned at the eaves side.

平板屋根材1の非曝露部7には、図1(a)のように複数の固定用穴4が形成されており、これら固定用穴4のうちの少なくとも一つには、平板屋根材1を野地板20等に固定するための固定具3を打入することができるようになっている。また、平板屋根材1の曝露部6には、少なくとも一個以上の補強用穴10が形成されており、後述のように、補強用穴10に固定具3を打入することで、重ね葺きされて上下に隣接する平板屋根材1どうしを強固に連結させるために形成されたものである。固定具3は、例えば、釘、ビス、ねじ、通しボルト等を使用することができる。   A plurality of fixing holes 4 are formed in the non-exposed portion 7 of the flat roof material 1 as shown in FIG. 1A, and at least one of the fixing holes 4 includes the flat roof material 1. The fixing tool 3 for fixing the base plate 20 to the base plate 20 or the like can be driven. In addition, at least one or more reinforcing holes 10 are formed in the exposed portion 6 of the flat roof material 1 and are piled up by driving the fixture 3 into the reinforcing holes 10 as will be described later. In order to firmly connect the flat roof materials 1 adjacent to each other in the vertical direction, they are formed. For example, a nail, a screw, a screw, a through bolt, or the like can be used as the fixture 3.

以下、固定用穴4及び補強用穴10の形成位置について説明する。まず、複数の固定用穴4は、平板屋根材1を重ね葺きしたときに軒棟方向で隣接する平板屋根材1、1のうち、軒側(下方)に配置されている平板屋根材1の棟側端部1aよりもわずかに棟側に位置するように形成されていることが好ましい。一方、補強用穴10は、軒棟方向で隣接する平板屋根材1、1のうちの軒側(下方)に配置されている平板屋根材1の固定用穴4と、上下方向に重なって位置するような箇所に形成されるものである。   Hereinafter, the formation positions of the fixing hole 4 and the reinforcing hole 10 will be described. First, the plurality of fixing holes 4 of the flat roof material 1 arranged on the eaves side (downward) among the flat roof materials 1 and 1 adjacent in the eaves ridge direction when the flat roof material 1 is rolled over. It is preferably formed so as to be located slightly on the ridge side from the ridge side end 1a. On the other hand, the reinforcing hole 10 is positioned so as to overlap with the fixing hole 4 of the flat roof material 1 disposed on the eave side (downward) of the flat roof materials 1 and 1 adjacent in the eave building direction. It is formed in such a place.

そして、重ね葺きされた平板屋根材1の野地板20への連結固定に際しては、棟側に配置されている平板屋根材1の固定用穴4に固定具3を打入させ、その固定用穴4を貫通させて野地板20に挿入させる。上記のように、固定用穴4は、軒側に配置されている平板屋根材1の棟側端部1aよりもわずかに棟側に位置するように形成されているので、軒側に配置されている平板屋根材1を貫通することがなく、容易に固定具3を挿入できる。複数の固定用穴4のうち、固定具3はいずれの固定用穴4に挿入させても良いが、例えば、図1のように固定用穴4が左右方向に4箇所に形成されている場合は、図示のように両端の2箇所に固定具3を打入すれば、平板屋根材1を野地板20に安定して連結させることができる。   Then, when connecting and fixing the flat roofing material 1 to the base plate 20 in a stacked manner, the fixing tool 3 is driven into the fixing hole 4 of the flat roofing material 1 arranged on the ridge side, and the fixing hole is inserted. 4 is passed through and inserted into the base plate 20. As described above, the fixing hole 4 is formed so as to be positioned slightly on the ridge side than the ridge side end portion 1a of the flat roof material 1 disposed on the eave side. The fixture 3 can be easily inserted without penetrating the flat roof material 1. Of the plurality of fixing holes 4, the fixing tool 3 may be inserted into any of the fixing holes 4. For example, when the fixing holes 4 are formed at four locations in the left-right direction as shown in FIG. 1. As shown in the figure, the flat roofing material 1 can be stably connected to the base plate 20 if the fixtures 3 are driven into two places at both ends.

一方、棟側に配置されている平板屋根材1の補強用穴10は、上記のように、軒側に配置されている平板屋根材1の固定用穴4に上下方向に重なるように位置している。そのため、補強用穴10に固定具3を打入すると、その固定具3は下方の平板屋根材1の固定用穴4にも打入されて貫通され、その後、野地板20に挿入される。そのため、軒棟方向で隣接する平板屋根材1、1どうしが強固に連結されると共に、野地板20に平板屋根材1が安定して連結されるものとなる。このように平板屋根材1が安定して重ね葺きされるので、強風が吹いたとしても、平板屋根材1がめくれ上がってしまうのを防止しやすくなる。   On the other hand, the reinforcing hole 10 of the flat roof material 1 arranged on the ridge side is positioned so as to overlap the fixing hole 4 of the flat roof material 1 arranged on the eave side in the vertical direction as described above. ing. Therefore, when the fixing tool 3 is driven into the reinforcing hole 10, the fixing tool 3 is also driven through the fixing hole 4 of the lower flat roof material 1 and then inserted into the base plate 20. Therefore, the flat roof materials 1 and 1 adjacent in the eaves-ridge direction are firmly connected to each other, and the flat roof material 1 is stably connected to the field board 20. Thus, since the flat roof material 1 is stably piled up, even if a strong wind blows, it becomes easy to prevent the flat roof material 1 from turning up.

以上のように、本発明の平板屋根材1では、補強用穴10が平板屋根材1にあらかじめ形成されたものであるので、平板屋根材1を重ね葺き施工する際に、コンクリートドリルで穴あけ加工する手間が省け、平板屋根材1の割れ等の発生を抑えることができる。さらに、補強用穴10は、平板屋根材1を重ね葺きしたときに固定用穴4と上下に重なる位置に設けられているので、補強用穴10に固定具3が打入されると、補強用穴10を貫通し、さらにその下側の固定用穴4を貫通する。そのため、補強用穴10への固定具3の打入が容易に行われることになる。すなわち、補強用穴10に固定具3を打入したとしても、その下側の平板屋根材1には新たに穴が形成されることがないので、固定具3の打入時に平板屋根材1に割れ等がより発生しにくいものとなる。   As described above, in the flat roof material 1 according to the present invention, the reinforcing holes 10 are formed in the flat roof material 1 in advance, and therefore, when the flat roof material 1 is overlaid and constructed, drilling is performed with a concrete drill. This saves time and effort, and can prevent the flat roof material 1 from cracking. Further, since the reinforcing hole 10 is provided at a position where it overlaps with the fixing hole 4 when the flat roof material 1 is rolled up, the reinforcing hole 10 is reinforced when the fixing tool 3 is driven into the reinforcing hole 10. It penetrates the service hole 10 and further penetrates the fixing hole 4 below. Therefore, the fixing tool 3 can be easily driven into the reinforcing hole 10. That is, even if the fixing tool 3 is driven into the reinforcing hole 10, no new hole is formed in the flat roof material 1 on the lower side, so that the flat roof material 1 is inserted when the fixing tool 3 is driven. Cracks and the like are less likely to occur.

そして、上記のように補強用穴10を固定用穴4と上下に重なる位置に設けられているので、1本の固定具3で、上下の補強用穴10と固定用穴4の両方に打入されるものとなり、平板屋根材1に打入させる固定具3の使用総数を減らすことも可能となる。具体的には、図6の例では固定具3は計6本設けられていたが、図1の実施の形態では、固定具3は、固定用穴4に2本、補強用穴10に2本の計4本で、同等以上の施工安定性を維持できるものとなるのである。   Since the reinforcing hole 10 is provided at a position overlapping the fixing hole 4 in the vertical direction as described above, the single fixing tool 3 is used to strike both the upper and lower reinforcing holes 10 and the fixing hole 4. It is possible to reduce the total number of the fixtures 3 to be inserted into the flat roofing material 1. Specifically, in the example of FIG. 6, a total of six fixing tools 3 are provided, but in the embodiment of FIG. 1, two fixing tools 3 are provided in the fixing holes 4 and 2 in the reinforcing holes 10. With a total of four books, construction stability equal to or higher than that can be maintained.

従って、本発明の平板屋根材1では、重ね葺き施工時に釘穴等を形成する手間が省け、固定具3の使用数も減らすことができ、その上、強風下においてもめくれ上がりやずれが生じにくく、施工性と安定性に優れるものとなる。   Therefore, in the flat roof material 1 of the present invention, it is possible to save the trouble of forming nail holes and the like at the time of laying, and to reduce the number of fixtures 3 used. It is difficult and has excellent workability and stability.

尚、補強用穴10や固定用穴4の個数は、図1の実施の形態のものに制限されるものではないが、補強用穴10は1〜5個、固定用穴4は2〜6個の範囲で設けることが好ましく、この範囲であれば、平板屋根材1の重ね葺きの施工性や安定性を損なわないようにすることができる。固定用穴4や補強用穴10が複数個形成されている場合は、平板屋根材1の水平方向に同一直線上に形成されていることが好ましく、この場合、平板屋根材1の施工状態をより安定させることができる。   The number of reinforcing holes 10 and fixing holes 4 is not limited to that of the embodiment shown in FIG. 1, but 1 to 5 reinforcing holes 10 and 2 to 6 fixing holes 4 are used. It is preferable to provide in the range of this, and if it is this range, it can avoid impairing the construction property and stability of the multi-layered roofing material 1. In the case where a plurality of fixing holes 4 and reinforcing holes 10 are formed, it is preferably formed on the same straight line in the horizontal direction of the flat roof material 1. It can be made more stable.

また、補強用穴10や固定用穴4は、貫通されたものであっても、半貫通のものであっても良い。   Further, the reinforcing hole 10 and the fixing hole 4 may be penetrated or may be semi-through.

また、上記実施形態では、軒側(下側)に位置する平板屋根材1に対して、平板屋根材1の幅寸法の1/2の長さだけ横方向にずれるように載置されているが、このような施工に限られるものではない。すなわち、固定用穴3及び補強用穴10が図1のように形成されている平板屋根材1の場合、平板屋根材1の幅寸法の1/3の長さだけ横方向にずらすように載置されても良い。そして、この場合も、棟側(上側)に位置する平板屋根材1の補強用穴10は、軒側に配置されている平板屋根材1の固定用穴4に上下方向に重なるように位置するものとなる。   Moreover, in the said embodiment, it has mounted so that it may shift | deviate laterally only the length of 1/2 of the width dimension of the flat roof material 1 with respect to the flat roof material 1 located in the eaves side (lower side). However, it is not limited to such construction. That is, in the case of the flat roof material 1 in which the fixing holes 3 and the reinforcing holes 10 are formed as shown in FIG. 1, the mounting holes 3 and the reinforcing holes 10 are shifted laterally by a length of 1/3 of the width of the flat roof material 1. It may be placed. Also in this case, the reinforcing hole 10 of the flat roof material 1 located on the ridge side (upper side) is positioned so as to overlap the fixing hole 4 of the flat roof material 1 arranged on the eave side in the vertical direction. It will be a thing.

図2に示すように、固定用穴4は、その開口の面積が補強用穴10の開口面積よりも大きい面積であっても良い。すなわち、固定用穴4、補強用穴10の開口が円形である場合、固定用穴4の直径は補強用穴10の直径よりも大きく形成されたものであっても良い。特に、平板屋根材1を重ね葺きしたときに、補強用穴10の下方に重なる位置にある固定用穴4を、その補強用穴10の開口面積より大きくしておくことが好ましい。   As shown in FIG. 2, the fixing hole 4 may have an opening area larger than the opening area of the reinforcing hole 10. That is, when the openings of the fixing hole 4 and the reinforcing hole 10 are circular, the diameter of the fixing hole 4 may be formed larger than the diameter of the reinforcing hole 10. In particular, when the flat roof material 1 is overlaid, it is preferable that the fixing hole 4 at a position overlapping below the reinforcing hole 10 be larger than the opening area of the reinforcing hole 10.

上記のように、固定用穴4の開口面積を、補強用穴10より大きくすることで、平板屋根材1を重ね葺き施工したときに、軒棟方向で隣接する平板屋根材1、1が多少ずれた状態で重ね合わされたとしても、補強用穴10に固定具3を打入し易くなる。すなわち、両者の位置が多少ずれていたとしても、補強用穴10の一部と固定用穴4とは上下に重なり合う状態となり得るので、固定具3を打入するだけで、上下の平板屋根材1、1はおのずと位置調整されることになる。そのため、平板屋根材1を重ね葺きする際に、厳密に正確な位置に配設する必要性も小さくなるので、施工がより容易になり、施工時間短縮も可能となる。   As described above, by making the opening area of the fixing hole 4 larger than the reinforcing hole 10, when the flat roof material 1 is overlaid and constructed, the flat roof materials 1, 1 adjacent in the eaves-ridge direction are somewhat Even if they are overlapped in a shifted state, the fixture 3 can be easily driven into the reinforcing hole 10. That is, even if the positions of the two are slightly deviated, a part of the reinforcing hole 10 and the fixing hole 4 can overlap each other in the vertical direction. The positions of 1 and 1 are naturally adjusted. Therefore, when the flat roof material 1 is overlaid, the necessity for disposing it at a strictly accurate position is reduced, so that the construction becomes easier and the construction time can be shortened.

図3に示すように、固定用穴4には、防水シート等の止水材5を設け、固定用穴4の開口を閉塞させて固定用穴4の止水性を高めても良い。特に、止水材5は、平板屋根材1を重ね葺きしたときに、補強用穴10の下方に重なる位置にある固定用穴4の上面に設けることが好ましい。尚、このように止水材5を設けた場合は、補強用穴10に固定具3を打入すると、止水材5は固定具3で貫通されることになる。このように平板屋根材1に止水材5を設けることで、その固定用穴4と固定具3との隙間への水の浸入を防止し、野地板20に水が到達するのを防ぎやすくなる。   As shown in FIG. 3, a water-stopping material 5 such as a waterproof sheet may be provided in the fixing hole 4, and the opening of the fixing hole 4 may be closed to increase the water-stopping property of the fixing hole 4. In particular, the water blocking material 5 is preferably provided on the upper surface of the fixing hole 4 at a position overlapping the lower part of the reinforcing hole 10 when the flat roof material 1 is rolled up. When the water blocking material 5 is provided in this way, the water blocking material 5 is penetrated by the fixing tool 3 when the fixing tool 3 is driven into the reinforcing hole 10. By providing the waterproof material 5 on the flat roof material 1 in this way, it is easy to prevent water from entering the gap between the fixing hole 4 and the fixture 3 and prevent water from reaching the base plate 20. Become.

本形態の平板屋根材1の場合、既に補強用穴10が形成されているので、止水材5は、平板屋根材1を重ね葺きする前にあらかじめ固定用穴4に設けておくことができるものとなる。従来の平板屋根材1では、重ね葺きしてから補強用穴10を形成することがあったので、止水材5を上側の平板屋根材1と下側の平板屋根材1との間に差し込む手間があり、止水材5を設けにくいものであったが、本形態では、そのような手間を省くことが可能となる。   In the case of the flat roof material 1 of this embodiment, since the reinforcing hole 10 has already been formed, the water blocking material 5 can be provided in the fixing hole 4 in advance before the flat roof material 1 is overlaid. It will be a thing. In the conventional flat roofing material 1, the reinforcing hole 10 is sometimes formed after being rolled over, so that the water blocking material 5 is inserted between the upper flat roofing material 1 and the lower flat roofing material 1. Although there was a trouble and it was difficult to provide the water stop material 5, in this embodiment, such a trouble can be omitted.

止水材5としては、上記のような防水シート等の他に、図4に示すように、固定用穴4の中に埋設されて、固定用穴4を閉塞させるようなものであっても良い。この場合の止水材5の材質としては、例えば、ブチルゴム、EPDM(エチレン・プロピレン・ジエンゴム)、シリコン等を使用することができる。そして、この場合も防水シート等を使用する場合と同様に、平板屋根材1に固定用穴4に重ね葺きする前にあらかじめ設けておくことができる。   As the water blocking material 5, in addition to the waterproof sheet as described above, as shown in FIG. 4, it may be embedded in the fixing hole 4 to close the fixing hole 4. good. As the material of the water stop material 5 in this case, for example, butyl rubber, EPDM (ethylene / propylene / diene rubber), silicon or the like can be used. In this case, as in the case of using a waterproof sheet or the like, the flat roof material 1 can be provided in advance before being overlaid on the fixing holes 4.

弱風地域等に重ね葺き施工するに際しては、例えば、図5に示すように、補強用穴10には固定具3を設ける代わりにキャップ部材25を設けることもできる。これは、弱風地域等においては、重ね葺きしたときに軒棟方向で隣接する平板屋根材1、1のうちの棟側(上側)の平板屋根材1の固定用穴4にのみ固定具3を打入するだけで、充分に安定して平板屋根材1を設置でき得ることもあるからである。   When carrying out laying construction in a light wind region or the like, for example, as shown in FIG. 5, a cap member 25 can be provided in the reinforcing hole 10 instead of providing the fixture 3. This is because, in a low wind area or the like, the fixture 3 only in the fixing hole 4 of the flat roof material 1 on the ridge side (upper side) of the flat roof materials 1 and 1 adjacent to each other in the eaves ridge direction when stacked. This is because it may be possible to install the flat roof material 1 with sufficient stability simply by driving in.

キャップ部材25は、図5(b)に示すように、補強用穴10に装着されたときに、補強用穴10の上面で一部露出する頭部25aと、補強用穴10の中に埋設される栓部25bとで構成されている。頭部25aは、例えば、ステンレス、鉄、又はその他の不燃材料等の材料等で形成されている。一方、栓部25bは、ブチルゴム、EPDM(エチレン・プロピレン・ジエンゴム)、シリコン等の材料で形成されており、補強用穴10の止水性を高めることができる。栓部25bの先端は、補強用穴10に挿入されやすいように、断面略円弧状等、丸みを帯びた形状に形成されていることが好ましい。尚、頭部25aと、栓部25bとは、両者が一体的に形成されていても良いし、両者が取り外し可能に連結されているようなものでも良い。   As shown in FIG. 5B, the cap member 25 is embedded in the reinforcing hole 10 and a head portion 25 a that is partially exposed on the upper surface of the reinforcing hole 10 when mounted in the reinforcing hole 10. And the stopper portion 25b. The head 25a is made of, for example, a material such as stainless steel, iron, or other noncombustible material. On the other hand, the plug portion 25b is made of a material such as butyl rubber, EPDM (ethylene / propylene / diene rubber), silicon, and the like, and can improve the water blocking property of the reinforcing hole 10. The tip of the plug portion 25b is preferably formed in a rounded shape such as a substantially arc-shaped cross section so that it can be easily inserted into the reinforcing hole 10. Note that the head portion 25a and the plug portion 25b may be formed integrally with each other, or may be such that both are detachably connected.

そして、弱風地域等における重ね葺き施工においては、以下のように行う。まず、上記同様に、軒棟方向に平板屋根材1を重ね葺きし、固定具3を固定用穴4にのみ打入させて、平板屋根材1を野地板20に固定させる。一方、補強用穴10には、固定具3を打入する代わりに、図5(a)に示すように、キャップ部材25を、頭部25aが上側、栓部25bが下側になるように挿入させる。尚、キャップ部材25は、平板屋根材1を重ね葺きする前にあらかじめ補強用穴10に設けておくこともできる。   And, in the case of laying construction in a light wind area or the like, it is performed as follows. First, similarly to the above, the flat roof material 1 is piled up in the eaves-ridge direction, and the fixture 3 is driven only into the fixing holes 4 to fix the flat roof material 1 to the field board 20. On the other hand, instead of driving the fixing tool 3 into the reinforcing hole 10, as shown in FIG. 5 (a), the cap member 25 is placed with the head portion 25a on the upper side and the plug portion 25b on the lower side. Insert it. Note that the cap member 25 can be provided in the reinforcing hole 10 in advance before the flat roofing material 1 is overlaid.

以上のように、本発明の平板屋根材1では、弱風地域等に重ね葺き施工するに際しては、固定用穴4に固定具3を打入させるだけで良く、この場合、補強用穴10に固定具3を打入する代わりに、専用のキャップ部材25を設けるので、補強用穴10には水が浸入してしまうのを抑えることが可能となる。また、補強用穴10に専用のキャップ部材25を装飾用の部材としても使用することもでき、平板屋根材1を重ね葺きして形成された屋根30の意匠性を向上させることも可能となる。   As described above, in the flat roof material 1 according to the present invention, when it is laid in a low wind area or the like, it is only necessary to drive the fixing tool 3 into the fixing hole 4. Since a dedicated cap member 25 is provided instead of driving the fixing tool 3, it is possible to prevent water from entering the reinforcing hole 10. Moreover, the cap member 25 for exclusive use can also be used for the hole 10 for a reinforcement as a member for a decoration, and it also becomes possible to improve the design property of the roof 30 formed by overlapping and rolling the flat roof material 1. .

1 平板屋根材
3 固定具
4 固定用穴
5 止水材
6 曝露部
7 非曝露部
10 補強用穴
30 屋根
DESCRIPTION OF SYMBOLS 1 Flat roof material 3 Fixing tool 4 Fixing hole 5 Water stop material 6 Exposed part 7 Non-exposed part 10 Reinforcing hole 30 Roof

Claims (3)

屋根の傾斜方向で重ね葺きされる平板屋根材において、前記平板屋根材は曝露部と非曝露部とを有し、前記傾斜方向で隣接する平板屋根材のうち、前記傾斜方向で下側に位置する平板屋根材の非曝露部の上に、前記傾斜方向で上側に位置する平板屋根材の曝露部が重ねられるようにして施工される平板屋根材であり、
非曝露部には固定具を打入することができる複数の固定用穴が形成され、曝露部には固定具を打入することができる補強用穴が少なくとも一個以上形成され、
重ね葺き施工したときに前記傾斜方向で上側に位置する平板屋根材の前記補強用穴と、前記傾斜方向で下側に位置する平板屋根材の前記固定用穴の少なくとも一つとが互いに重なって位置するように前記補強用穴が設けられていることを特徴とする平板屋根材。
In the flat roof material stacked in the inclined direction of the roof, the flat roof material has an exposed portion and a non-exposed portion, and among the flat roof materials adjacent in the inclined direction, the flat roof material is positioned below in the inclined direction. The flat roof material is constructed so that the exposed portion of the flat roof material located on the upper side in the inclined direction is overlaid on the non-exposed portion of the flat roof material to be
A plurality of fixing holes into which a fixing tool can be driven are formed in the non-exposed part, and at least one reinforcing hole into which the fixing tool can be driven is formed in the exposed part,
Position where the reinforcing hole of the flat roof material located on the upper side in the inclined direction and at least one of the fixing hole of the flat roof material located on the lower side in the inclined direction overlap each other when the laying construction is performed The flat roofing material is characterized in that the reinforcing hole is provided.
重ね葺き施工したときに前記補強用穴の下側に重なる前記固定用穴の面積は、前記補強用穴の面積よりも大きく形成されていることを特徴とする請求項1に記載の平板屋根材。   2. The flat roof material according to claim 1, wherein an area of the fixing hole that overlaps with a lower side of the reinforcing hole when overlapped is formed to be larger than an area of the reinforcing hole. . 重ね葺き施工したときに前記補強用穴の下側に重なる固定用穴には、その開口を閉塞するように止水材が設けられていることを特徴とする請求項1又は2に記載の平板屋根材。   The flat plate according to claim 1 or 2, wherein a water-stopping material is provided in the fixing hole that overlaps the lower side of the reinforcing hole when it is overlaid. Roofing material.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5384322A (en) * 1976-12-29 1978-07-25 Matsushita Electric Works Ltd Method of covering flat roof tile
JPS57140516U (en) * 1981-02-27 1982-09-03
JPS5858356A (en) * 1981-09-30 1983-04-06 松下電工株式会社 Fixing of flat roof tile
JPS62121321U (en) * 1986-01-27 1987-08-01
JPH10231586A (en) * 1997-02-20 1998-09-02 Nichiha Corp Flat board roof member
JP2002129707A (en) * 2000-10-20 2002-05-09 Matsushita Electric Works Ltd Plain tile and its storm protection method
JP2009243201A (en) * 2008-03-31 2009-10-22 Kubota Matsushitadenko Exterior Works Ltd Roof material fastening structure and roof material fastening method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5384322A (en) * 1976-12-29 1978-07-25 Matsushita Electric Works Ltd Method of covering flat roof tile
JPS57140516U (en) * 1981-02-27 1982-09-03
JPS5858356A (en) * 1981-09-30 1983-04-06 松下電工株式会社 Fixing of flat roof tile
JPS62121321U (en) * 1986-01-27 1987-08-01
JPH10231586A (en) * 1997-02-20 1998-09-02 Nichiha Corp Flat board roof member
JP2002129707A (en) * 2000-10-20 2002-05-09 Matsushita Electric Works Ltd Plain tile and its storm protection method
JP2009243201A (en) * 2008-03-31 2009-10-22 Kubota Matsushitadenko Exterior Works Ltd Roof material fastening structure and roof material fastening method

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