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JP7667993B2 - Roof structure - Google Patents
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JP7667993B2 - Roof structure - Google Patents

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JP7667993B2
JP7667993B2 JP2020118871A JP2020118871A JP7667993B2 JP 7667993 B2 JP7667993 B2 JP 7667993B2 JP 2020118871 A JP2020118871 A JP 2020118871A JP 2020118871 A JP2020118871 A JP 2020118871A JP 7667993 B2 JP7667993 B2 JP 7667993B2
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girders
roof
framework
wooden
roof structure
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一男 岡本
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Description

特許法第30条第2項適用 令和1年11月27日に了因寺境内に設置。Applicable under Article 30, Paragraph 2 of the Patent Act. Installed on the grounds of Ryoinji Temple on November 27, 2019.

本発明は、主として建物の出入口の雪除けのために設置される屋根構造体に関する。 The present invention relates to a roof structure that is primarily installed to keep snow off building entrances.

雪が降る地方の寺では、冬期に屋根雪で出入口が塞がれるのを防ぐために、図8に示すような組み立て式の雪除け屋根を出入口に設置している。従来、このような雪除け屋根の設置及び撤去は寺の檀家が行っていたが、近年、雪除け屋根の設置・撤去を行うための人手を確保するのが困難になっており、恒常的に設置しておける雪除け屋根が求められている。しかし、既存の屋根に雪除け屋根を増設しようとすると多額の費用がかかる。 In temples in snowy regions, prefabricated snow protection roofs like the one shown in Figure 8 are installed at the entrances to prevent the entrances from being blocked by snow on the roof in winter. Traditionally, the installation and removal of such snow protection roofs was done by temple parishioners, but in recent years, it has become difficult to secure the manpower required to install and remove snow protection roofs, and there is a demand for snow protection roofs that can be left in place permanently. However, adding a snow protection roof to an existing roof is very expensive.

本発明は以上に述べた実情に鑑み、強度と耐久性、施工性に優れ、且つ寺社等の日本の伝統的な建物ともマッチする屋根構造体の提供を目的とする。 In light of the above-mentioned circumstances, the present invention aims to provide a roof structure that is strong, durable, and easy to install, and that matches traditional Japanese buildings such as temples and shrines.

上記の課題を達成するために請求項1記載の発明による屋根構造体は、既設の建物の出入口の雪除けのために既設の建物から離して設置される屋根構造体であって、アルミ形材で構成された骨組みと、該骨組み上に載せてボルトで固定された木造の屋根とを備え、骨組みは、前後方向及び左右方向に間隔をおいて地面から立設した4本の柱と、前後の柱の上端に架設した前後方向桁と、前後の柱の位置で前後方向桁同士を連結する左右方向桁を有し、屋根は、屋根葺き材を除く各部材が木で形成されており、骨組みのアルミ製の前後方向桁及び左右方向桁上に載置してボルトで固定された木製の前後方向桁及び左右方向桁を有することを特徴とする。 In order to achieve the above-mentioned object, the roof structure of the invention described in claim 1 is a roof structure that is installed away from an existing building to protect the entrances and exits of the existing building from snow, and comprises a framework made of aluminum profiles and a wooden roof placed on the framework and secured with bolts , the framework has four pillars erected from the ground at intervals in the front-to-back and left-to-right directions, front-to-back girders erected on the upper ends of the front and rear pillars, and left-to-right girders connecting the front-to-back girders at the front and rear pillars, and the roof is characterized in that all components except for the roofing material are made of wood, and has wooden front-to-back girders and left-to-right girders placed on the aluminum front-to-back girders and left-to-right girders of the framework and secured with bolts .

請求項2記載の発明による屋根構造体は、請求項1記載の発明の構成に加え、アルミ製の骨組みと木造の屋根との境界が、単一の水平面となっていることを特徴とする。 The roof structure according to the invention described in claim 2 is characterized in that, in addition to the configuration of the invention described in claim 1, the boundary between the aluminum framework and the wooden roof is a single horizontal plane.

請求項3記載の発明による屋根構造体は、請求項1又は2記載の発明の構成に加え、骨組みの左右方向桁は、長手方向の端部を柱上に載せた状態で柱と骨組みの前後方向桁に金具で固定してあることを特徴とする。 The roof structure according to the invention described in claim 3 is characterized in that, in addition to the configuration of the invention described in claim 1 or 2, the left and right girders of the frame are fixed with metal fittings to the columns and the front-to-rear girders of the frame with their longitudinal ends placed on the columns.

請求項1記載の発明による屋根構造体は、屋根を支える骨組みをアルミ形材で構成したので、強度と耐久性に優れるとともに、基礎を新たに設ける必要がないため施工性にも優れ、しかも屋根の部分が木造なので寺社等の日本の伝統的な建物ともマッチする。 The roof structure according to the invention described in claim 1 has a framework that supports the roof made of aluminum shaped materials, so it is strong and durable, and is easy to install because there is no need to lay a new foundation. Moreover, because the roof is made of wood, it matches well with traditional Japanese buildings such as temples and shrines.

請求項2記載の発明による屋根構造体は、アルミ製の骨組みと木造の屋根との境界が、単一の水平面となっていることで、骨組みを建てた後でその上に木造の屋根を容易に施工できる。また、共通の骨組みの上にデザインの異なる屋根を設置することもできる。 In the roof structure according to the invention described in claim 2, the boundary between the aluminum framework and the wooden roof is a single horizontal plane, so that after the framework is erected, the wooden roof can be easily constructed on top of it. It is also possible to install roofs of different designs on a common framework.

請求項3記載の発明による屋根構造体は、前後の柱の上端に桁を前後方向に架設した左右一対の門型フレームと、左右の門型フレームを前後の柱の位置でそれぞれ連結する左右方向の桁とを備え、左右方向の桁は、長手方向の端部を柱上に載せた状態で柱と前後方向の桁に金具で固定してあることで、地震や台風時に横方向の力が加わっても揺れを防止できる。 The roof structure according to the invention described in claim 3 comprises a pair of left and right portal frames with girders erected in the front-rear direction on the upper ends of the front and rear pillars, and left and right girders that connect the left and right portal frames at the front and rear pillar positions, respectively. The left and right girders are fixed to the pillars and the front-rear girders with metal fittings with their longitudinal ends resting on the pillars, preventing shaking even when lateral forces are applied during earthquakes or typhoons.

本発明の屋根構造体の一実施形態を示す正面図である。FIG. 1 is a front view showing an embodiment of a roof structure of the present invention. 同屋根構造体の側面図である。FIG. (a)は同屋根構造体の平面図であり、(b)は同屋根構造体の底面図である。FIG. 2A is a plan view of the roof structure, and FIG. 2B is a bottom view of the roof structure. 骨組みの柱と桁との連結部を拡大して示す正面図である。FIG. 2 is an enlarged front view showing a connection between a column and a girder of the framework. 骨組みと屋根との接合部を拡大して示す正面図である。This is an enlarged front view showing the joint between the framework and the roof. 屋根の一部を拡大して示す縦断面図である。FIG. 2 is an enlarged vertical cross-sectional view of a portion of the roof. 骨組みの施工手順を示す斜視図である。FIG. 11 is a perspective view showing the construction procedure of the framework. 従来の組立て式の雪除け屋根の一例を示す正面図である。FIG. 1 is a front view showing an example of a conventional prefabricated snow protection roof.

以下、本発明の実施の形態を図面に基づいて説明する。図1~6は、本発明の屋根構造体の一実施形態を示している。本屋根構造体は、図1,2に示すように、寺の屋根10の軒先の出入口に相当する部分に設置され、寺の屋根10から落ちた雪で出入口が塞がれるのを防止するものである。本屋根構造体は、アルミ形材で構成された骨組み1と、該骨組み1上に載せてボルト11(図5参照)で固定された木造の屋根2とを備える。アルミ製の骨組み1と木造の屋根2との境界3は、図1に示すように、単一の水平面となっている。 Below, an embodiment of the present invention will be described with reference to the drawings. Figures 1 to 6 show one embodiment of the roof structure of the present invention. As shown in Figures 1 and 2, this roof structure is installed in a portion of the eaves of a temple roof 10 that corresponds to an entrance, and prevents the entrance from being blocked by snow that has fallen from the temple roof 10. This roof structure comprises a framework 1 made of aluminum shaped members, and a wooden roof 2 placed on top of the framework 1 and fixed with bolts 11 (see Figure 5). The boundary 3 between the aluminum framework 1 and the wooden roof 2 is a single horizontal plane, as shown in Figure 1.

骨組み1は、図1~3に示すように、前後方向及び左右方向に間隔をおいて地面Gから立設した4本の柱4a,4a,4b,4bと、前後の柱4a,4bの上端に架設した前後方向桁5,5と、前後の柱4a,4bの位置で左右の前後方向桁5,5同士を連結する左右方向桁7,7とを有している。柱4a,4a,4b,4bと前後方向桁5,5及び左右方向桁7,7は、矩形断面の中空アルミ形材で形成してある。骨組み1の上面は、単一の水平面を成している。
柱4a,4bと前後方向桁5とは、図4に示すように、前後方向桁5の下面と柱4a,4bの前面又は後面に跨ってアングル状の金具12を当てがってボルト13で固定することで連結してある。前後方向桁5は、横幅が柱4a,4bよりも細くなっている。
左右方向桁7は、長手方向の端部を柱4a,4b上に載せた状態で端面を前後方向桁5の内側面に当接し、アングル状の金具8とボルト13とで前後方向桁5と連結してある。さらに、左右方向桁7の端部は柱4a,4bともアングル状の金具9とボルト13とで連結してある。
As shown in Figures 1 to 3, the framework 1 has four pillars 4a, 4a, 4b, 4b erected from the ground G at intervals in the front-rear and left-right directions, front-rear girders 5, 5 erected on the upper ends of the front and rear pillars 4a, 4b, and left-right girders 7, 7 connecting the left and right front-rear girders 5, 5 at the positions of the front and rear pillars 4a, 4b. The pillars 4a, 4a, 4b, 4b, the front-rear girders 5, 5, and the left-right girders 7, 7 are formed from hollow aluminum members with rectangular cross sections. The top surface of the framework 1 forms a single horizontal plane.
As shown in Fig. 4, the columns 4a, 4b and the longitudinal girder 5 are connected by attaching angle-shaped metal fittings 12 across the underside of the longitudinal girder 5 and the front or rear surface of the columns 4a, 4b and fixing them with bolts 13. The longitudinal girder 5 is narrower in width than the columns 4a, 4b.
With its longitudinal ends placed on the columns 4a and 4b, the left-right girder 7 abuts its end face against the inner surface of the front-rear girder 5 and is connected to the front-rear girder 5 with angle-shaped metal fittings 8 and bolts 13. Furthermore, the ends of the left-right girder 7 are also connected to the columns 4a and 4b with angle-shaped metal fittings 9 and bolts 13.

屋根2は、図1~3に示すように、左右方向の中央部が円弧状に盛り上がった唐破風を備える湾曲したものとなっている。屋根2は、骨組み1のアルミ製の前後方向桁5,5及び左右方向桁7,7上に載置してボルト11で固定された木製の前後方向桁14,14及び左右方向桁15,15と、前後の左右方向桁15,15の中央部に立設した木製の束16,16と、前後の束16,16上に架設した棟木17と、棟木17と前後方向桁14,14とに跨って前後方向に間隔をおいて取付けた複数の垂木23,23,…と、棟木17と前後方向桁14,14の前後の端面に取付けた破風24,24と、垂木23,23,…上に取付けた屋根材18とを有している。屋根2の左右方向の中央部上面には、落ちてきた雪を左右に分けるために三角形断面の凸部19が前後方向に沿って設けてある。 As shown in Figures 1 to 3, the roof 2 is curved with a karahafu (gabled roof) that rises in an arc shape in the center in the left-right direction. The roof 2 has wooden longitudinal girders 14, 14 and transverse girders 15, 15 placed on the aluminum longitudinal girders 5, 5 and transverse girders 7, 7 of the framework 1 and fixed with bolts 11, wooden beams 16, 16 erected in the center of the front and rear transverse girders 15, 15, a ridge pole 17 erected on the front and rear beams 16, 16, a number of rafters 23, 23, ... attached at intervals in the front-rear direction across the ridge pole 17 and the longitudinal girders 14, 14, gables 24, 24 attached to the front and rear end faces of the ridge pole 17 and the transverse girders 14, 14, and roofing material 18 attached to the rafters 23, 23, ... A triangular cross-section protrusion 19 is provided along the front-to-back direction on the top surface of the central part of the roof 2 in order to split falling snow to the left and right.

図5に示すように、骨組み1のアルミ製の桁5,7の上面にはボルト11が螺入する雌ネジ孔20が形成してあり、屋根2の木製の桁14,15にはボルト11の挿通孔21と座ぐり穴22が形成してあり、木製の桁14,15のボルト挿通孔21に上方から挿入したボルト11をアルミ製の桁5,7の雌ネジ穴20に螺入することで、アルミ製の桁5,7と木製の桁14,15とを固定している。ボルト11は、30~40cm程度の間隔で配置されている。アルミ製の桁5,7と木製の桁14,15とでは、温度変化による伸縮量が異なるが、木製の桁14,15のボルト挿通孔21及び座ぐり穴22を、ボルト11のネジ部と頭部の径に対して余裕を持たせて形成しておくことで、その伸縮量の違いを吸収し、桁5,7,14,15の熱による変形を防止することができる。また、アルミ製の桁5,7に直接雌ネジ孔20を加工することで、ボルト11が緩むのを防止できる。 As shown in FIG. 5, the aluminum beams 5 and 7 of the framework 1 have female threaded holes 20 on their upper surfaces into which the bolts 11 are screwed, and the wooden beams 14 and 15 of the roof 2 have insertion holes 21 and countersunk holes 22 for the bolts 11. The bolts 11 are inserted from above into the bolt insertion holes 21 of the wooden beams 14 and 15 and screwed into the female threaded holes 20 of the aluminum beams 5 and 7 to secure the aluminum beams 5 and 7 to the wooden beams 14 and 15. The bolts 11 are spaced about 30 to 40 cm apart. The aluminum beams 5 and 7 and the wooden beams 14 and 15 expand and contract differently due to temperature changes, but by forming the bolt insertion holes 21 and countersunk holes 22 of the wooden beams 14 and 15 with a margin for the diameter of the threaded portion and head of the bolt 11, the difference in the amount of expansion and contraction can be absorbed and the beams 5, 7, 14, and 15 can be prevented from being deformed by heat. In addition, by drilling female screw holes 20 directly into the aluminum beams 5 and 7, the bolts 11 can be prevented from loosening.

屋根材18は、図6に示すように、垂木23の上面に沿わせて曲げて取付けた木の薄板25と、その上に左右方向に並べて取付けた木の帯状板26と、さらにその上に取付けた薄い鋼板よりなる屋根葺き材27の三層構造になっている。 As shown in Figure 6, the roofing material 18 has a three-layer structure consisting of a thin wooden plate 25 bent and attached along the top surface of the rafters 23, wooden strips 26 attached in a row on top of the thin wooden plate 25 in the left-right direction, and a roofing material 27 made of a thin steel plate attached on top of the thin wooden plate 25.

次に、本屋根構造体の施工手順を説明する。まず、図7(a)に示すように、前後の柱4a,4b上に前後方向桁5を架設して左右一対の門型のフレーム6,6を形成し、各柱4a,4bの下部をあらかじめ地面に掘っておいた四角い穴28に挿入し、その穴28にモルタル29を流し入れて固め、柱4a,4bを地面に固定する。次に、図7(b)に示すように、前後の柱4a,4b上に端部を載せる形で左右方向桁7,7を配置し、図7(c)に示すように、前後方向桁5,5と左右方向桁7,7を井桁状に組んで固定する。
その後、組立てた骨組み1上に屋根2を施工する。その手順としては、骨組み1の前後方向桁5,5及び左右方向桁7,7の上面に木製の前後方向桁14,14及び左右方向桁15,15を載置してボルト11で固定し、左右方向桁15,15に束16,16を立設し、束16,16上に棟木17を架設する。その後、棟木17と左右の前後方向桁14,14に跨って垂木23,23,…と破風24を取付ける。その後、垂木23,23,…上に屋根材18を取付ける。なお、アルミ製及び木製の各部材には、ボルトの挿通孔や雌ネジ孔があらかじめ加工してあり、施工現場で孔加工を行うことなく、簡単に組み立てられるようになっている。
Next, the construction procedure of this roof structure will be described. First, as shown in Fig. 7(a), a pair of gate-shaped frames 6, 6 are formed by erecting the front-rear girders 5 on the front and rear columns 4a, 4b, and the lower parts of the columns 4a, 4b are inserted into square holes 28 that have been dug in the ground beforehand. Mortar 29 is poured into the holes 28 and hardened to fix the columns 4a, 4b to the ground. Next, as shown in Fig. 7(b), the left-right girders 7, 7 are placed with their ends placed on the front and rear columns 4a, 4b, and as shown in Fig. 7(c), the front-rear girders 5, 5 and the left-right girders 7, 7 are assembled in a grid pattern and fixed.
Thereafter, the roof 2 is constructed on the assembled framework 1. The procedure is as follows: wooden front-rear girders 14, 14 and left-right girders 15, 15 are placed on the top surfaces of the front-rear girders 5, 5 and left-right girders 7, 7 of the framework 1 and fixed with bolts 11, beams 16, 16 are erected on the left-right girders 15, 15, and a ridge pole 17 is erected on the beams 16, 16. After that, rafters 23, 23, ... and gables 24 are attached across the ridge pole 17 and the left and right front-rear girders 14, 14. After that, roof material 18 is attached on the rafters 23, 23, .... Note that bolt insertion holes and female screw holes are pre-machined in each aluminum and wooden member, so that assembly can be easily performed without drilling holes at the construction site.

以上に述べたように本屋根構造体は、屋根2を支える骨組み1をアルミ形材で構成したので、強度と耐久性に優れるとともに、基礎を新たに設ける必要がないため施工性にも優れ、しかも屋根2の部分が木造なので寺社等の日本の伝統的な建物ともマッチする。
また本屋根構造体は、アルミ製の骨組み1と木造の屋根2との境界3が、単一の水平面となっていることで、骨組み1を建てた後でその上に木造の屋根2を容易に施工できる。また、共通の骨組みの上にデザインの異なる屋根を設置することもできる。
さらに本屋根構造体は、前後の柱4a,4bの上端に桁5を前後方向に架設した左右一対の門型フレーム6,6と、左右の門型フレーム6,6を前後の柱4a,4bの位置でそれぞれ連結する左右方向の桁7,7とを備え、左右方向の桁7,7は、長手方向の端部を柱4a,4b上に載せた状態で柱4a,4bと前後方向の桁5,5に金具8,9で固定してあることで、地震や台風時に横方向の力が加わっても揺れを防止できる。
As described above, this roof structure has a framework 1 supporting the roof 2 made of aluminum shaped members, which gives it excellent strength and durability, and is also easy to install since there is no need to lay a new foundation. Moreover, since the roof 2 is made of wood, it matches well with traditional Japanese buildings such as temples and shrines.
In addition, in this roof structure, the boundary 3 between the aluminum framework 1 and the wooden roof 2 forms a single horizontal plane, so that the wooden roof 2 can be easily constructed on top of the framework 1 after it has been erected. Also, roofs of different designs can be installed on a common framework.
Furthermore, this roof structure comprises a pair of left and right gate-shaped frames 6, 6 with girders 5 erected in the fore-and-aft direction on the upper ends of the front and rear columns 4a, 4b, and left and right girders 7, 7 that connect the left and right gate-shaped frames 6, 6 at the front and rear columns 4a, 4b, respectively. The left and right girders 7, 7 are fixed to the columns 4a, 4b and the front-and-aft girders 5, 5 with metal fittings 8, 9 with their longitudinal ends placed on the columns 4a, 4b, thereby preventing shaking even when lateral forces are applied during an earthquake or typhoon.

本発明は以上に述べた実施形態に限定されない。屋根の部分の構造や形態は、適宜変更することができ、実施形態のような湾曲した形状のものに限らず、左右に斜めに傾斜した形状等であってもよい。本発明の屋根構造体の設置する場所、設置の目的は、特に限定されない。 The present invention is not limited to the embodiments described above. The structure and shape of the roof portion can be changed as appropriate, and is not limited to the curved shape as in the embodiments, but may also be slanted diagonally to the left and right, etc. The location where the roof structure of the present invention is installed and the purpose of installation are not particularly limited.

1 骨組み
2 屋根
3 骨組みと屋根との境界
4a,4b 柱
5 前後方向桁
6 門型フレーム
7 左右方向桁
8,9 金具
1 Frame 2 Roof 3 Boundary between frame and roof 4a, 4b Column 5 Front-rear girder 6 Gate-shaped frame 7 Left-right girder 8, 9 Metal fittings

Claims (3)

既設の建物の出入口の雪除けのために既設の建物から離して設置される屋根構造体であって、アルミ形材で構成された骨組みと、該骨組み上に載せてボルトで固定された木造の屋根とを備え、骨組みは、前後方向及び左右方向に間隔をおいて地面から立設した4本の柱と、前後の柱の上端に架設した前後方向桁と、前後の柱の位置で前後方向桁同士を連結する左右方向桁を有し、屋根は、屋根葺き材を除く各部材が木で形成されており、骨組みのアルミ製の前後方向桁及び左右方向桁上に載置してボルトで固定された木製の前後方向桁及び左右方向桁を有することを特徴とする屋根構造体。 A roof structure that is installed away from an existing building to protect the entrances and exits of the existing building from snow, the roof structure comprising a framework made of aluminum shaped members and a wooden roof placed on the framework and secured with bolts , the framework having four pillars erected from the ground at intervals in the front-to-back and left-to-right directions, front-to-back girders erected on the upper ends of the front and rear pillars, and left-to-right girders connecting the front-to-back girders at the front and rear pillars, the roof being made of wood in all components except for the roofing material, and having wooden front-to-back girders and left-to-right girders placed on the aluminum front-to-back girders and left-to-right girders of the framework and secured with bolts . アルミ製の骨組みと木造の屋根との境界が、単一の水平面となっていることを特徴とする請求項1記載の屋根構造体。 The roof structure according to claim 1, characterized in that the boundary between the aluminum frame and the wooden roof is a single horizontal plane. 骨組みの左右方向桁は、長手方向の端部を柱上に載せた状態で柱と骨組みの前後方向桁に金具で固定してあることを特徴とする請求項1又は2記載の屋根構造体。 3. The roof structure according to claim 1, wherein the left-right girders of the framework are fixed to the columns and the front-rear girders of the framework with metal fittings while their longitudinal ends are placed on the columns.
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