JP6228410B2 - Roof structure - Google Patents

Roof structure Download PDF

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JP6228410B2
JP6228410B2 JP2013189153A JP2013189153A JP6228410B2 JP 6228410 B2 JP6228410 B2 JP 6228410B2 JP 2013189153 A JP2013189153 A JP 2013189153A JP 2013189153 A JP2013189153 A JP 2013189153A JP 6228410 B2 JP6228410 B2 JP 6228410B2
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tile
roof
support
flat
support member
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JP2015055104A (en
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藤原 章洋
章洋 藤原
正章 和泉
正章 和泉
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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、平板瓦が重ね葺きされた屋根上に、屋根付加設備が設置された屋根構造に関するものである。   The present invention relates to a roof structure in which a roof addition facility is installed on a roof on which flat tiles are stacked.

従来、屋根に瓦が葺かれた建築物において、屋根に太陽光発電パネルや温水器等の屋根付加設備を設置するにあたり、各種の構造が採用されている。   2. Description of the Related Art Conventionally, various structures have been adopted in installing roof-added equipment such as a photovoltaic power generation panel and a water heater on a roof in a building with tiled roofs.

例えば、特許文献1には、ソーラーパネル等の構造物を支持する支持膨部を備えた支持瓦を、屋根下地上に釘打固定することが開示されている。   For example, Patent Literature 1 discloses that a support tile having a support swelling portion that supports a structure such as a solar panel is nail-fixed on a roof base.

特許第3450123号Japanese Patent No. 3450123

しかし、特許文献1に開示されている構造の場合、屋根付加設備を支持する支持瓦から、この支持瓦と屋根下地との間に介在する瓦に強い荷重が掛かり、瓦が撓んで破損してしまうという問題があった。   However, in the case of the structure disclosed in Patent Document 1, a strong load is applied to the tile interposed between the support tile and the roof base from the support tile supporting the roof addition equipment, and the tile is bent and damaged. There was a problem that.

本発明は上記の点に鑑みてなされたものであり、屋根付加設備を支持する支持瓦と、屋根下地との間に介在する平板瓦の破損を抑制することができる屋根構造を提供することを目的とする。   This invention is made in view of said point, and provides the roof structure which can suppress the failure | damage of the flat roof tile interposed between the support tile which supports a roof additional installation, and a roof foundation | substrate. Objective.

第一の態様に係る屋根構造は、屋根下地上に平板瓦と支持瓦とが重ね葺きされ、更に屋根付加設備が設置された屋根構造において、
前記平板瓦が、前記支持瓦よりも軒側に配置されている第一平板瓦と、前記第一平板瓦よりも軒側に配置されている第二平板瓦と、補助支持用平板瓦とを含み、
前記支持瓦の軒端に支持部材が設置され、且つ前記補助支持用平板瓦の軒端に補助支持部材が設置され、
前記支持部材と前記補助支持部材とが、前記屋根付加設備を支持するように構成され、
前記支持瓦の軒側部分と、前記第二平板瓦の棟側部分とが、前記第一平板瓦を介して重なっており、
前記支持部材が、前記支持瓦と前記第一平板瓦と前記第二平板瓦との重なり部分の範囲内で設置され、且つ前支持瓦の表面側からビス固定されることを特徴とする。
In the roof structure according to the first aspect, in the roof structure in which the flat tile and the supporting tile are overlaid on the roof base, and the roof additional equipment is installed,
The flat roof tile includes a first flat roof tile disposed on the eaves side of the support roof tile, a second flat roof tile disposed on the eaves side of the first flat roof tile, and an auxiliary support flat roof tile. Including
A support member is installed at the eave end of the support tile, and an auxiliary support member is installed at the eave end of the auxiliary support flat tile,
The support member and the auxiliary support member are configured to support the roof addition facility,
The eaves side portion of the support tile and the ridge side portion of the second flat tile are overlapped via the first flat tile,
Said support member, said are placed within a overlap between support tile and the first flat plate tile and the second flat tiles, are screw-fixed and the surface side of the front support tile characterized Rukoto.

の態様に係る屋根構造は、第の態様において、前記補助支持用平板瓦と前記補助支持部材との間に、弾性材が設けられていることを特徴とする。 The roof structure according to the second aspect is characterized in that, in the first aspect, an elastic material is provided between the auxiliary support flat roof tile and the auxiliary support member.

本発明では、屋根付加設備の荷重を、支持瓦の重なり部分の直下で、第一平板瓦、第二平板瓦、屋根下地が順次受けることができる。更に、重なり部分の直下で、第二平板瓦と屋根下地との間の隙間が小さくなる。このため、屋根付加設備の荷重を受ける平板瓦が撓みにくくなり、平板瓦の破損が抑制される。   In the present invention, the load of the roof additional equipment can be received sequentially by the first flat roof tile, the second flat roof tile, and the roof base immediately below the overlapping portion of the support tile. Furthermore, the gap between the second flat tile and the roof base is reduced immediately below the overlapping portion. For this reason, the flat tile which receives the load of a roof addition equipment becomes difficult to bend, and the failure | damage of a flat tile is suppressed.

本発明の一実施形態である屋根構造の要部の概略の断面図である。It is general | schematic sectional drawing of the principal part of the roof structure which is one Embodiment of this invention. 本発明の一実施形態である屋根構造における、支持瓦の平面図である。It is a top view of the support tile in the roof structure which is one Embodiment of this invention. 本発明の一実施形態である屋根構造における、支持部材の斜視図である。It is a perspective view of a supporting member in the roof structure which is one embodiment of the present invention. 本発明の一実施形態である屋根構造の平面図である。It is a top view of the roof structure which is one Embodiment of this invention. 本発明の一実施形態である屋根構造における、補助支持部材の斜視図である。It is a perspective view of the auxiliary support member in the roof structure which is one embodiment of the present invention. 屋根付加設備を設置した屋根構造の(a)は軒棟方向と直交する方向の断面図、(b)は平面図である。(A) of the roof structure which installed the roof addition equipment is sectional drawing of the direction orthogonal to the eaves-ridge direction, (b) is a top view. 図2に示す支持瓦の変形例である、短支持瓦及び調整瓦の正面図である。It is a front view of the short support tile and the adjustment tile which are modifications of the support tile shown in FIG. 図7に示す短支持瓦及び調整瓦と共に配置される水切りの斜視図である。It is a perspective view of the drainer arrange | positioned with the short support tile and adjustment tile shown in FIG.

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.

本実施形態に係る屋根構造は、屋根下地1上に平板瓦4と支持瓦2とが重ね葺きされ、更に屋根付加設備5が設置された屋根構造である。支持瓦2に支持部材3が設置されている。支持部材3は屋根付加設備5を支持するように構成されている。平板瓦4が、支持瓦2よりも軒側に配置されている第一平板瓦41と、第一平板瓦41よりも軒側に配置されている第二平板瓦42とを含んでいる。支持瓦2の軒側部分と、第二平板瓦42の棟側部分とが、第一平板瓦41を介して重なっている。支持瓦2の軒側部分の、第二平板瓦42の棟側部分と重なっている部分20(以下、重なり部分20という)に、支持部材3が設置されている。   The roof structure according to the present embodiment is a roof structure in which flat tiles 4 and support tiles 2 are overlaid on a roof base 1 and a roof addition facility 5 is further installed. A support member 3 is installed on the support tile 2. The support member 3 is configured to support the roof addition facility 5. The flat roof tile 4 includes a first flat roof tile 41 disposed on the eaves side with respect to the support roof tile 2 and a second flat roof tile 42 disposed on the eaves side with respect to the first flat roof tile 41. The eaves side portion of the support tile 2 and the ridge side portion of the second flat tile 42 are overlapped via the first flat tile 41. The support member 3 is installed in a portion 20 (hereinafter referred to as an overlapping portion 20) that overlaps the ridge side portion of the second flat roof tile 42 in the eaves side portion of the support tile 2.

本実施形態に係る屋根構造がこのような構成を備えるため、屋根付加設備5の荷重を、支持瓦2の重なり部分20の直下で、第一平板瓦41、第二平板瓦42、屋根下地1が順次受けることができる。更に、重なり部分20の直下で、第二平板瓦42と屋根下地1との間の隙間が小さくなる。このため、屋根付加設備5の荷重を受ける平板瓦4が撓みにくくなり、平板瓦4の破損が抑制される。尚、本実施形態においては、支持部材3から支持瓦2に掛かる荷重は全て重なり部分20に掛かっているが、これに限られるものではない。第一平板瓦41に割れが発生しない程度に支持部材3から支持瓦2に掛かる荷重の一部が重なり部分20に掛かっていてもよい。支持部材3は例えば、その軒側部分が重なり部分20の表面上に固定され、その棟側部分が支持瓦2における重なり部分20以外の領域に固定されていてもよい。   Since the roof structure according to the present embodiment has such a configuration, the load of the roof addition equipment 5 is directly below the overlapping portion 20 of the support tile 2, the first flat tile 41, the second flat tile 42, and the roof base 1. Can be received sequentially. Furthermore, the gap between the second flat tile 42 and the roof base 1 is reduced immediately below the overlapping portion 20. For this reason, the flat roof tile 4 which receives the load of the roof addition equipment 5 becomes difficult to bend, and the damage of the flat roof tile 4 is suppressed. In the present embodiment, all the loads applied from the support member 3 to the support tile 2 are applied to the overlapping portion 20, but the present invention is not limited to this. A part of the load applied from the support member 3 to the support tile 2 may be applied to the overlapping portion 20 to such an extent that the first flat plate tile 41 is not cracked. For example, the eaves side portion of the support member 3 may be fixed on the surface of the overlapping portion 20, and the ridge side portion may be fixed to a region other than the overlapping portion 20 in the support tile 2.

本実施形態に係る屋根構造について、更に詳しく説明する。   The roof structure according to this embodiment will be described in more detail.

本実施形態の屋根構造における屋根付加設備5は、屋根上に設置するものであれば、特に制限されるものではない。屋根付加設備5としては、太陽光発電パネルや、温水器、看板等の設備でもよく、又はこれらの設備を設置するための部材であってもよい。本実施形態では、屋根付加設備5として太陽光発電パネルを設置するためのフレームが設置される。   The roof addition equipment 5 in the roof structure of the present embodiment is not particularly limited as long as it is installed on the roof. The roof addition facility 5 may be a photovoltaic power generation panel, a water heater, a signboard, or the like, or may be a member for installing these facilities. In this embodiment, a frame for installing a photovoltaic power generation panel is installed as the roof addition equipment 5.

まず、本実施形態における平板瓦4の葺設構造について、図4を参照して説明する。   First, the installation structure of the flat roof tile 4 in this embodiment is demonstrated with reference to FIG.

本実施形態における平板瓦4は、平面視矩形状のスレート瓦である。平板瓦4は、全て同一の形状に形成される。平板瓦4は、屋根下地1上において屋根の軒棟方向に複数葺設される。更に、平板瓦4は、屋根下地1上において、屋根の軒棟方向と直交する方向に複数葺設される。平板瓦4は、屋根下地1上に直接葺設されてもよく、屋根下地1上に、防水シート等を配置した上に葺設されてもよい。   The flat roof tile 4 in this embodiment is a slate roof tile having a rectangular shape in plan view. The flat roof tiles 4 are all formed in the same shape. A plurality of flat tiles 4 are provided on the roof base 1 in the direction of the eaves of the roof. Further, a plurality of flat tiles 4 are provided on the roof base 1 in a direction orthogonal to the eaves direction of the roof. The flat roof tile 4 may be installed directly on the roof base 1 or may be installed on a roof sheet 1 on which a waterproof sheet or the like is arranged.

本実施形態では、平板瓦4における、非曝露部には平面視六角形の複数の凸部40が設けられている。これらの凸部は亀甲模様状に配列している。非曝露部とは、平板瓦4の上面の棟側の部分であって、この平板瓦4を屋根上に葺設した際に、他の平板瓦4と重なる部分である。このため、平板瓦4の非曝露部へと雨水等の水が侵入しても、水は凸部間の隙間を流れるため、水が平板瓦4の棟側部分に達することは困難であり、平板瓦4間に侵入した水が排出されやすい。尚、本実施形態においては、平面視六角形の複数の凸部40が設けられているが、これに限られることなく、重なり合う平板瓦4同士の間に雨水等の水が流れる程度の隙間が形成されればよく、木目状、石割状などの凹凸や、砂撒き塗装などによる凹凸などであっても良いものである。   In the present embodiment, a plurality of convex portions 40 having a hexagonal shape in plan view are provided on the non-exposed portion of the flat roof tile 4. These convex portions are arranged in a turtle shell pattern. The non-exposed portion is a portion on the ridge side of the upper surface of the flat roof tile 4 and is a portion that overlaps with the other flat roof tile 4 when the flat roof tile 4 is installed on the roof. For this reason, even if water such as rainwater enters the unexposed portion of the flat roof tile 4, water flows through the gaps between the convex portions, so that it is difficult for the water to reach the ridge side portion of the flat roof tile 4, Water that has entered between the flat roof tiles 4 is easily discharged. In the present embodiment, the plurality of convex portions 40 having a hexagonal shape in plan view are provided. However, the present invention is not limited to this, and there is a gap that allows water such as rainwater to flow between the overlapping flat roof tiles 4. What is necessary is just to form, and uneven | corrugated shapes, such as a grain shape and a stone-splitting shape, and the unevenness | corrugation by sanding painting etc. may be sufficient.

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.

本実施形態の平板瓦4は、例えば次のように葺設される。   The flat roof tile 4 of this embodiment is provided as follows, for example.

平板瓦4(例えば図1、4に示される第二平板瓦42)の棟側部分の上には、その軒棟方向の棟側に位置する別の平板瓦4(例えば図1、4に示される第一平板瓦41)の軒側部分が重なっている。この軒棟方向に隣り合う二つの平板瓦4のうち、棟側の平板瓦4の、軒棟方向と直交する方向の配置位置は、軒側の平板瓦4の配置位置に対して軒棟方向と直交する方向に、平板瓦4の軒棟方向と直交する方向の働き幅の1/2だけずれている。尚、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。平板瓦4は、制限的ではないが、例えば、釘やビス等により、屋根下地1上に固定される。   On the ridge side portion of the flat roof tile 4 (for example, the second flat roof tile 42 shown in FIGS. 1 and 4), another flat roof tile 4 (for example, shown in FIGS. The first flat roof tile 41) is overlapped. Of the two flat roof tiles 4 adjacent to each other in the eave building direction, the arrangement position of the flat roof tile 4 on the building side in the direction orthogonal to the eave building direction is the eave building direction with respect to the arrangement position of the flat roof tile 4 on the eave side. Is shifted by a half of the working width in the direction orthogonal to the eaves direction of the flat roof tile 4 in the direction orthogonal to In addition to the ½ shift as in the present embodiment, an arbitrary shift width such as 3 can be selected. The flat roof tile 4 is not limited, but is fixed on the roof base 1 with, for example, nails or screws.

本実施形態の支持瓦2は、例えば次の様に葺設される。   The support tile 2 of this embodiment is installed as follows, for example.

支持瓦2は、図2に示すように、平板瓦4と略同じ寸法の、平面視矩形状の瓦である。支持瓦2は、屋根付加設備5を支持することのできる程度の強度を備えた材料から構成される。支持瓦2は、制限的ではないが、例えば、アルミニウムを鋳造することにより造られる。支持瓦2は、平板瓦4に近い外観を備えることが好ましい。この場合、平板瓦4と支持瓦2を葺設した屋根構造において、支持瓦2と平板瓦4とを、外観上馴染ませることができる。支持瓦2の非曝露部には、平板瓦4と同様に、平面視六角形の複数の凸部22が設けられている。この場合、支持瓦2の被曝露部へ侵入した雨水等の水が、支持瓦2の棟側部分に達することが困難であり、支持瓦2と平板瓦4との間に侵入した水を排出しやすい。支持瓦2は、屋根における特定の位置で、平板瓦4に代えて配置される。   As shown in FIG. 2, the support tile 2 is a tile having a rectangular shape in plan view and having substantially the same dimensions as the flat tile 4. The support tile 2 is made of a material having a strength that can support the roof addition equipment 5. Although the support tile 2 is not restrictive, it is made, for example, by casting aluminum. The support roof 2 preferably has an appearance close to that of the flat roof tile 4. In this case, in the roof structure in which the flat roof tile 4 and the support roof 2 are installed, the support roof 2 and the flat roof tile 4 can be familiarized in appearance. Similar to the flat roof tile 4, a plurality of convex portions 22 having a hexagonal shape in plan view are provided on the non-exposed portion of the support roof 2. In this case, it is difficult for water such as rainwater that has entered the exposed portion of the support tile 2 to reach the ridge side of the support tile 2, and the water that has entered between the support tile 2 and the flat roof tile 4 is discharged. It's easy to do. The support tile 2 is arranged in place of the flat tile 4 at a specific position on the roof.

ここで、図1に示すように、第二平板瓦42の棟側部分の上には、第一平板瓦41の軒側部分が重なっている。更に、第一平板瓦41の棟側部分の上には、支持瓦2の重なり部分20が重なっている。更に、支持瓦2の棟側部分の上には、第三の平板瓦43の軒側部分が重なっている。   Here, as shown in FIG. 1, the eaves side portion of the first flat roof tile 41 overlaps the ridge side portion of the second flat roof tile 42. Further, the overlapping portion 20 of the support tile 2 is overlaid on the ridge side portion of the first flat roof tile 41. Furthermore, the eaves side portion of the third flat roof tile 43 overlaps the ridge side portion of the support tile 2.

本実施形態において、支持瓦2の重なり部分20の軒棟方向の寸法は、50mm以上であることが好ましい。この場合、屋根の防水性が確保される。   In this embodiment, it is preferable that the dimension of the eaves-ridge direction of the overlapping part 20 of the support tile 2 is 50 mm or more. In this case, the waterproofness of the roof is ensured.

支持瓦2には、支持部材3が設置される。支持部材3は、支持瓦2の重なり部分20に設置される。支持部材3は、支持瓦2上の、軒棟方向と直交する方向の任意の場所に設置される。   A support member 3 is installed on the support tile 2. The support member 3 is installed on the overlapping portion 20 of the support tile 2. The support member 3 is installed on an arbitrary place on the support tile 2 in a direction orthogonal to the eaves-ridge direction.

支持部材3は屋根付加設備5を支持するように構成されている。本実施形態の支持部材3は、図3に示すように、支持部31、脚部32、固定片33で構成されている。支持部31には、孔30が設けられている。孔30にビス等が挿通され、更にこのビス等が屋根付加設備5に打ち込まれることにで、屋根付加設備5が固定される。脚部32は、支持部31の二つの端縁の各々から下方に突出している。固定片33は、脚部32の下端から脚部32に対して垂直に突出している。固定片33は、支持瓦2上に配置された状態でこの固定片33にリベットやビスが打ち込まれることにより、支持瓦2上に固定される。上記の構成を備えた支持部材3は、制限的ではないが、例えば鋼板等の金属板を折り曲げ加工等することによって造られる。   The support member 3 is configured to support the roof addition facility 5. As shown in FIG. 3, the support member 3 of this embodiment includes a support portion 31, a leg portion 32, and a fixed piece 33. A hole 30 is provided in the support portion 31. A screw or the like is inserted into the hole 30 and the screw or the like is further driven into the roof addition facility 5, so that the roof addition facility 5 is fixed. The leg portion 32 protrudes downward from each of the two end edges of the support portion 31. The fixing piece 33 protrudes perpendicularly to the leg portion 32 from the lower end of the leg portion 32. The fixed piece 33 is fixed on the support tile 2 by driving rivets or screws into the fixed piece 33 in a state of being arranged on the support tile 2. The support member 3 having the above configuration is not limited, but is manufactured by, for example, bending a metal plate such as a steel plate.

屋根付加設備5は、上記の通り、支持瓦2に設けられた支持部材3によって支持される。本実施形態の屋根付加設備5は、支持部材3だけでなく、補助支持部材6によっても支持される。具体的には、本実施形態の屋根付加設備5は、図6(a)、(b)に示すように、屋根付加設備5が四つの支持部材3と、四つの補助支持部材6によって支持されている。   The roof addition equipment 5 is supported by the support member 3 provided on the support tile 2 as described above. The roof addition facility 5 of this embodiment is supported not only by the support member 3 but also by the auxiliary support member 6. Specifically, as shown in FIGS. 6A and 6B, the roof addition equipment 5 of the present embodiment is supported by the four support members 3 and the four auxiliary support members 6. ing.

補助支持部材6は、図5に示すように、補助支持具61及び台座62から構成される。補助支持具61は屋根付加設備5を支持するように構成されている。本実施形態の補助支持具61は、図5に示すように、支持部611、脚部612、固定片613から構成される。   As shown in FIG. 5, the auxiliary support member 6 includes an auxiliary support 61 and a pedestal 62. The auxiliary support 61 is configured to support the roof addition equipment 5. As shown in FIG. 5, the auxiliary support tool 61 of the present embodiment includes a support portion 611, a leg portion 612, and a fixed piece 613.

支持部611には、孔610が設けられている。孔610にビス等が挿通され、更にこのビス等が屋根付加設備5に打ち込まれることで、屋根付加設備5が固定される。脚部612は、支持部611の二つ端縁の各々から下方に突出している。固定片613は、脚部612の下端から脚部612に対して垂直に突出している。固定片613は、台座62上に配置された状態でこの固定片613にリベットやビスが打ち込まれることにより、台座62上に固定される。上記の構成を備えた補助支持具61は、制限的ではないが、例えば銅板等の金属板を折り曲げ加工等することによって造られる。   A hole 610 is provided in the support portion 611. A screw or the like is inserted into the hole 610, and the roof addition facility 5 is fixed by driving this screw or the like into the roof addition facility 5. The leg portion 612 protrudes downward from each of the two end edges of the support portion 611. The fixed piece 613 protrudes perpendicularly to the leg portion 612 from the lower end of the leg portion 612. The fixed piece 613 is fixed on the pedestal 62 by rivets and screws being driven into the fixed piece 613 in a state of being arranged on the pedestal 62. The auxiliary support 61 having the above-described configuration is not limited, but is manufactured, for example, by bending a metal plate such as a copper plate.

台座62は平面視矩形状の板状の部材である。台座62は、補助支持具61を設置可能な面積を有する。台座62の平面視面積は、平板瓦4の露出する部分の面積よりも狭い。台座62は、制限的ではないが、例えば、金属板、樹脂性の板材、窯業系の板材等から形成される。本実施形態の補助支持具61は固定片613で台座62と固定されているが、これに限られず、補助支持具61と台座62とが一体の部材であってもよい。   The pedestal 62 is a plate-like member having a rectangular shape in plan view. The pedestal 62 has an area where the auxiliary support 61 can be installed. The planar view area of the pedestal 62 is narrower than the area of the exposed portion of the flat roof tile 4. Although the base 62 is not restrictive, it is formed from, for example, a metal plate, a resin plate, a ceramic plate, or the like. The auxiliary support 61 of the present embodiment is fixed to the pedestal 62 with the fixing piece 613, but is not limited thereto, and the auxiliary support 61 and the pedestal 62 may be an integral member.

補助支持部材6は、補助支持用平板瓦45に設置される。補助支持用平板瓦45は、平板瓦4のうち、補助支持部材6が設置される平板瓦4である。   The auxiliary support member 6 is installed on the auxiliary support flat roof tile 45. The auxiliary support flat roof tile 45 is a flat roof tile 4 on which the auxiliary support member 6 is installed.

本実施形態では、補助支持部材6を補助支持用平板瓦45に設置するにあたり、補助支持用平板瓦45と補助支持部材6との間に、弾性材7が設けられている。本実施形態では、台座62と補助支持用平板瓦45との間に、弾性材7が介在している。弾性材7は弾性を有する部材である。弾性材7は、制限的ではないが、例えば、ブチルテープ、シリコーンゴム、エチレンプロピレンゴムからなる群から選択される一種以上の材料を含むことができる。   In the present embodiment, when the auxiliary support member 6 is installed on the auxiliary support flat roof tile 45, the elastic material 7 is provided between the auxiliary support flat roof tile 45 and the auxiliary support member 6. In the present embodiment, the elastic material 7 is interposed between the pedestal 62 and the auxiliary support flat roof tile 45. The elastic material 7 is a member having elasticity. The elastic material 7 is not limited, but can include, for example, one or more materials selected from the group consisting of butyl tape, silicone rubber, and ethylene propylene rubber.

本実形態の屋根構造は、上記の構成を備えるため、以下の効果を奏する。   Since the roof structure of the present embodiment has the above-described configuration, the following effects can be obtained.

屋根付加設備5が支持部材3及び補助支持部材6によって支持されているため、屋根付加設備5の荷重を支持部材3及び補助支持部材6に分散させることができる。   Since the roof addition facility 5 is supported by the support member 3 and the auxiliary support member 6, the load of the roof addition facility 5 can be distributed to the support member 3 and the auxiliary support member 6.

特に、支持瓦2に掛かる荷重は、支持瓦2の重なり部分20の直下で、第一平板瓦41、第二平板瓦42、屋根下地1によって、順次受けることができる。更に、重なり部分20の直下では、第二平板瓦42と屋根下地1との間の隙間が小さくなっている。このため、屋根付加設備5の荷重を受ける平板瓦4が撓みにくくなり、平板瓦4の破損が抑制される。   In particular, a load applied to the support tile 2 can be sequentially received by the first flat plate tile 41, the second flat plate tile 42, and the roof base 1 immediately below the overlapping portion 20 of the support tile 2. Further, immediately below the overlapping portion 20, the gap between the second flat tile 42 and the roof base 1 is small. For this reason, the flat roof tile 4 which receives the load of the roof addition equipment 5 becomes difficult to bend, and the damage of the flat roof tile 4 is suppressed.

特に、補助支持用平板瓦45と台座62との間に設けられた弾性材7の弾性力によって、補助支持用平板瓦45に掛かる荷重が制限される。このため、金属等の強度の高い材料から形成されていなくても、補助支持用平板瓦45が破損することが抑制される。   In particular, the load applied to the auxiliary support flat roof tile 45 is limited by the elastic force of the elastic member 7 provided between the auxiliary support flat roof tile 45 and the pedestal 62. For this reason, even if it is not formed from materials with high intensity | strength, such as a metal, it is suppressed that the flat roof tile 45 for auxiliary | assistant support is damaged.

また、本実施形態の屋根構造では、屋根付加設備5が支持部材3だけでなく補助支持部材6によっても支持されるため、屋根付加設備5を支持するために必要な支持部材3の数を減らすことが出来る。このため、支持瓦2を設置する枚数も減らすことができる。   Moreover, in the roof structure of this embodiment, since the roof addition equipment 5 is supported not only by the support member 3 but also by the auxiliary support member 6, the number of support members 3 necessary to support the roof addition equipment 5 is reduced. I can do it. For this reason, the number of the supporting tiles 2 can be reduced.

本実施形態の屋根構造において、支持瓦2は平板瓦4と同様の形状であるが、これに限られるものではない。支持瓦2は、例えば、平板瓦4よりも短い支持瓦(以下、短支持瓦21という)であってもよい。本実施形態の短支持瓦21は、調整瓦44と共に配置される。   In the roof structure of the present embodiment, the support tile 2 has the same shape as the flat tile 4, but is not limited thereto. The support roof 2 may be, for example, a support roof shorter than the flat roof tile 4 (hereinafter referred to as a short support roof 21). The short support tile 21 of the present embodiment is arranged together with the adjustment tile 44.

本実施形態の短支持瓦21は、図7に示すように、軒棟方向と直交する方向の働き幅が、平板瓦4の軒棟方向と直交する方向の働き幅の1/3の瓦である。短支持瓦21の軒棟方向と直交する方向の働き幅は、これに限られるものではなく、支持部材3を設置することができれば、例えば、平板瓦4の軒棟方向と直交する方向の働き幅の1/2でもよく、2/3でもよい。短支持瓦21の軒棟方向の働き幅は、平板瓦4の軒棟方向の働き幅と同じである。本実施形態の短支持瓦21は、支持瓦2と同様、例えば、アルミニウムを鋳造することによって形成される。短支持瓦21の非曝露部には、支持瓦2と同様に、平面視六角形の複数の凸部22が設けられている。凸部22は、亀甲模様状に配置されている。この場合、短支持瓦21の被曝露部へ侵入した雨水等の水が、短支持瓦21の棟側部分に達することが困難であり、侵入した水を排出しやすい。短支持瓦21の重なり部分20には、軒棟方向と直交する方向の任意の部分に支持部材3が設置される。   As shown in FIG. 7, the short support tile 21 of the present embodiment is a tile whose working width in the direction orthogonal to the eave building direction is 1/3 of the working width in the direction orthogonal to the eave building direction of the flat roof tile 4. is there. The working width of the short support tile 21 in the direction orthogonal to the eaves direction is not limited to this, and if the support member 3 can be installed, for example, the work in the direction orthogonal to the eaves direction of the flat roof tile 4 It may be 1/2 of the width or 2/3. The working width of the short support tile 21 in the eave building direction is the same as the working width of the flat roof tile 4 in the eave building direction. The short support tile 21 of this embodiment is formed by casting aluminum, for example, like the support tile 2. Similar to the support tile 2, a plurality of convex portions 22 having a hexagonal shape in plan view are provided on the non-exposed portion of the short support tile 21. The convex portions 22 are arranged in a turtle shell pattern. In this case, it is difficult for water such as rainwater that has entered the exposed portion of the short support tile 21 to reach the ridge side portion of the short support tile 21, and it is easy to discharge the intruded water. In the overlapping portion 20 of the short support tiles 21, the support member 3 is installed at an arbitrary portion in a direction orthogonal to the eaves-ridge direction.

本実施形態の調整瓦44は、平板瓦4を、軒棟方向に任意の幅で切断することによって造られる。本実施形態の調整瓦44の軒棟方向と直交する方向の働き幅は、平板瓦4ので2/3である。これは、短支持瓦21の軒棟方向と直交する方向の働き幅が、図7に示すように、平板瓦4の軒棟方向と直交する方向の働き幅の1/3であるためである。このため、短支持瓦21と調整瓦44を併せた幅は、平板瓦4の軒棟方向と直交する方向の働き幅と同じである。   The adjustment tile 44 of the present embodiment is made by cutting the flat roof tile 4 with an arbitrary width in the eaves-ridge direction. The working width of the adjustment tile 44 of this embodiment in the direction orthogonal to the eaves-ridge direction is 2/3 because of the flat roof tile 4. This is because the working width of the short support tile 21 in the direction perpendicular to the eave building direction is 1/3 of the working width of the flat roof tile 4 in the direction perpendicular to the eave building direction, as shown in FIG. . For this reason, the combined width of the short support tile 21 and the adjustment tile 44 is the same as the working width of the flat roof tile 4 in the direction orthogonal to the eaves-ridge direction.

短支持瓦21と調整瓦44は、軒棟方向と直交する方向に並べて配置される。本実施形態の短支持瓦21は、図7に示すように、調整瓦44の軒棟方向と直交する方向の左側に配置されているが、軒棟方向と直交する方向の右側に配置してもよい。短支持瓦21及び調整瓦44は、支持瓦2と同様に、屋根における特定の位置で平板瓦4に代わって配置される。尚、調整瓦44の軒棟方向と直交する方向の左側に短支持瓦21が配置される場合、短支持瓦21は平板瓦4の左側の一部と同じ形状に形成される。また、調整瓦44の軒棟方向と直交する方向の右側に短支持瓦21が配置される場合、短支持瓦21は平板瓦4の右側の一部と同じ形状に形成される。   The short support tiles 21 and the adjustment tiles 44 are arranged side by side in a direction orthogonal to the eaves-ridge direction. As shown in FIG. 7, the short support tile 21 of the present embodiment is arranged on the left side in the direction orthogonal to the eave building direction of the adjustment tile 44, but is arranged on the right side in the direction orthogonal to the eave building direction. Also good. Similar to the support tile 2, the short support tile 21 and the adjustment tile 44 are arranged in place of the flat tile 4 at a specific position on the roof. In addition, when the short support tile 21 is arrange | positioned on the left side of the direction orthogonal to the eaves-ridge direction of the adjustment tile 44, the short support tile 21 is formed in the same shape as a part of the left side of the flat roof tile 4. FIG. When the short support tile 21 is arranged on the right side of the adjustment tile 44 in the direction orthogonal to the eaves-ridge direction, the short support tile 21 is formed in the same shape as a part of the right side of the flat roof tile 4.

本実施形態では、短支持瓦21と調整瓦44との下面に重ねて水切り8が設けられる。水切り8は、短支持瓦21と調整瓦44との継ぎ目9の下方面に設けられる。水切り8の軒側端部は、第一平板瓦41の上にまで達している。水切り8は板状の部材である。水切り8は、水切り片81と突出部82とを備える。突出部82は、水切り片81の棟側端部から、上方に向けて突出している(図8参照)。突出部82は、短支持瓦21の棟側端部及び調整瓦44の棟側端部と当接する。水切り片81は、水切り用凹部83を備える(図8参照)。継ぎ目9から雨水等の水が侵入した場合、水切り用凹部83で受けられ、第一平板瓦41上へと誘導される。このため、屋根下地1上に水が侵入することが抑制される。   In the present embodiment, the drainer 8 is provided so as to overlap the lower surfaces of the short support tile 21 and the adjustment tile 44. The drainer 8 is provided on the lower surface of the joint 9 between the short support tile 21 and the adjustment tile 44. The eaves side end of the drainer 8 reaches the first flat roof tile 41. The drainer 8 is a plate-like member. The drainer 8 includes a drainer piece 81 and a protrusion 82. The protruding portion 82 protrudes upward from the ridge-side end portion of the draining piece 81 (see FIG. 8). The protrusion 82 contacts the ridge side end of the short support tile 21 and the ridge side end of the adjustment tile 44. The draining piece 81 includes a draining recess 83 (see FIG. 8). When water such as rainwater enters from the seam 9, it is received by the draining recess 83 and guided to the first flat roof tile 41. For this reason, it is suppressed that water invades on the roof base 1.

短支持瓦21及び調整瓦44は、図2に示される支持瓦2と同様に、第一平板瓦41の棟側に配置される。また、短支持瓦21及び調整瓦44の棟側には、支持瓦2と同様に、第三平板瓦43が重ねて配置される。   The short support tiles 21 and the adjustment tiles 44 are arranged on the ridge side of the first flat roof tile 41 in the same manner as the support tiles 2 shown in FIG. Further, on the ridge side of the short support tiles 21 and the adjustment tiles 44, the third flat plate roof tiles 43 are disposed so as to overlap as with the support roof tiles 2.

図2に示される支持瓦2に代わって短支持瓦21及び調整瓦44を設置する場合、短支持瓦21の平面視面積が図2に示される支持瓦2より小さいため、図2に示される支持瓦2を葺設する場合よりも、材料費を削減することができる。   When the short support tile 21 and the adjustment tile 44 are installed in place of the support tile 2 shown in FIG. 2, the plan view area of the short support tile 21 is smaller than the support tile 2 shown in FIG. The material cost can be reduced as compared with the case where the supporting tile 2 is installed.

また、短支持瓦21は、調整瓦44の軒棟方向と直交する方向の左右どちらにでも配置することができるため、支持部材3の設置位置の自由度が向上し、屋根付加設備5の設置位置の自由度も向上する。   Moreover, since the short support tile 21 can be arrange | positioned in either the right and left of the direction orthogonal to the eaves-ridge direction of the adjustment tile 44, the freedom degree of the installation position of the support member 3 improves, and installation of the roof addition equipment 5 is carried out. The degree of freedom of position is also improved.

本実施形態の屋根構造は、支持瓦2の軒側部分と屋根下地1との間に、第一平板瓦41及び第二平板瓦42が介在しているがこれに限られない。例えば、支持瓦2の重なり部分20と屋根下地1との間に、第一平板瓦41及び第二平板瓦42に加えて、更に別の平板瓦4が介在してもよい。   In the roof structure of the present embodiment, the first flat plate tile 41 and the second flat plate tile 42 are interposed between the eaves side portion of the support tile 2 and the roof base 1, but the present invention is not limited thereto. For example, in addition to the first flat tile 41 and the second flat tile 42, another flat tile 4 may be interposed between the overlapping portion 20 of the support tile 2 and the roof base 1.

また、本実施形態の構造は、屋根付加設備5が四つの支持部材3及び支持部材3の間に配置された補助支持部材6によって支持されているがこれに限られない。例えば、屋根付加設備5の形状、重量に合わせて、任意の数の支持部材3及び補助支持部材6が設置されてもよい。勿論、屋根付加設備5が、支持部材3だけで支持されてもよい。   Moreover, although the structure of this embodiment is supported by the auxiliary support member 6 arrange | positioned between the four support members 3 and the support members 3, the roof addition equipment 5 is not restricted to this. For example, any number of support members 3 and auxiliary support members 6 may be installed in accordance with the shape and weight of the roof addition equipment 5. Of course, the roof addition equipment 5 may be supported only by the support member 3.

1 屋根下地
2 支持瓦
3 支持部材
4 平板瓦
41 第一平板瓦
42 第二平板瓦
5 屋根付加設備
6 補助支持部材6
7 弾性材7
DESCRIPTION OF SYMBOLS 1 Roof base 2 Support tile 3 Support member 4 Flat tile 41 First flat tile 42 Second flat tile 5 Roof additional equipment 6 Auxiliary support member 6
7 Elastic material 7

Claims (2)

屋根下地上に平板瓦と支持瓦とが重ね葺きされ、更に屋根付加設備が設置された屋根構造において、
前記平板瓦が、前記支持瓦よりも軒側に配置されている第一平板瓦と、前記第一平板瓦よりも軒側に配置されている第二平板瓦と、補助支持用平板瓦とを含み、
前記支持瓦の軒端に支持部材が設置され、且つ前記補助支持用平板瓦の軒端に補助支持部材が設置され、
前記支持部材と前記補助支持部材とが、前記屋根付加設備を支持するように構成され、
前記支持瓦の軒側部分と、前記第二平板瓦の棟側部分とが、前記第一平板瓦を介して重なっており、
前記支持部材が、前記支持瓦と前記第一平板瓦と前記第二平板瓦との重なり部分の範囲内で設置され、且つ前記支持瓦の表面側からビス固定されることを特徴とする屋根構造。
In a roof structure in which flat tiles and support tiles are stacked on the roof base and roof additional equipment is installed,
The flat roof tile includes a first flat roof tile disposed on the eaves side of the support roof tile, a second flat roof tile disposed on the eaves side of the first flat roof tile, and an auxiliary support flat roof tile. Including
A support member is installed at the eave end of the support tile, and an auxiliary support member is installed at the eave end of the auxiliary support flat tile,
The support member and the auxiliary support member are configured to support the roof addition facility,
The eaves side portion of the support tile and the ridge side portion of the second flat tile are overlapped via the first flat tile,
Said support member, said are placed within a overlap between support tile and the first flat plate tile and the second flat tile, and the is screw-fixed from the surface side of the support tile roof structure according to claim Rukoto .
前記補助支持用平板瓦と前記補助支持部材との間に、弾性材が設けられていることを特徴とする請求項に記載の屋根構造。 The roof structure according to claim 1 , wherein an elastic material is provided between the auxiliary support flat roof tile and the auxiliary support member.
JP2013189153A 2013-09-12 2013-09-12 Roof structure Active JP6228410B2 (en)

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