JP2003013538A - Roof frame structure - Google Patents

Roof frame structure

Info

Publication number
JP2003013538A
JP2003013538A JP2001199737A JP2001199737A JP2003013538A JP 2003013538 A JP2003013538 A JP 2003013538A JP 2001199737 A JP2001199737 A JP 2001199737A JP 2001199737 A JP2001199737 A JP 2001199737A JP 2003013538 A JP2003013538 A JP 2003013538A
Authority
JP
Japan
Prior art keywords
rafter
roof
frame structure
corner
shed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
JP2001199737A
Other languages
Japanese (ja)
Inventor
Mitsuo Tsuge
光雄 柘植
Hiromitsu Ishikawa
博光 石川
Hiroshi Horikawa
浩志 堀川
Kiyobumi Tanaka
清文 田中
Akio Matsunaga
章生 松永
Kouichirou Mochizuki
光一朗 望月
Shuichi Ikeda
修一 池田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Light Metal Co Ltd
Original Assignee
Nippon Light Metal Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Light Metal Co Ltd filed Critical Nippon Light Metal Co Ltd
Priority to JP2001199737A priority Critical patent/JP2003013538A/en
Publication of JP2003013538A publication Critical patent/JP2003013538A/en
Abandoned legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To propose a roof frame structure capable of easily realizing an inclined roof of complicated shape similarly to a wooden roof while using an aluminum extruded section having various characteristics as a framing member. SOLUTION: This roof frame structure comprises a strut raised on the roof truss beam of a roof, a hub member 8 mechanically bonded to the top part of the strut, a rafter 4 (angle rafter 5) having an end mechanically bonded to the hub member 8, and a purlin 6 mechanically bonded to the upper surface of the rafter 4 (angle rafter 5), and each of the strut, the rafter 4 (angle rafter 5) and the purlin 6 is formed of an aluminum alloy-made extruded section. The upper surface of the rafter 4 (angle rafter 5) and the upper and lower surfaces of the purlin 6 are formed in parallel to the flow face of the roof. Particularly, the upper surface of the angle rafter 5 is formed of two or more inclined surfaces 5a and 5a so as to be parallel to each of the flow faces crossing in the angle rafter 5.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、建物の傾斜屋根の
架構に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sloping roof frame of a building.

【0002】[0002]

【従来の技術】建物の傾斜屋根には、切妻、寄棟、入母
屋などの様々な形式がある。そして従来より、これらの
屋根の架構は一般的に木造となっており、棟木、小屋
束、隅木、母屋、垂木などの木製骨組材の端部を複雑な
形状に仕口加工して、それらを立体的に組み合わせるこ
とにより構成されている。一方で、近年の建築基準法の
仕様規定から性能規定への改正に起因して、強度の割に
軽量で、腐食しにくく、加工やユニット化が容易である
という特長をもったアルミニウム合金製の押出形材(以
下「アルミ押出形材」という。)を屋根架構の骨組材と
して用いる試みがある。
2. Description of the Related Art Sloped roofs of buildings come in various forms such as gables, dormitories, and purlins. Traditionally, these roof frames have generally been made of wood, and the ends of wooden frame members such as purlins, shed, timbers, purlins, and rafters are jointed into a complicated shape. It is composed by combining three-dimensionally. On the other hand, due to the recent revision from the specifications of the Building Standards Act to the performance regulations, it is made of an aluminum alloy that is light in weight for strength, resistant to corrosion, and easy to machine and unitize. There has been an attempt to use an extruded profile (hereinafter referred to as "aluminum extruded profile") as a frame material for a roof frame.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、アルミ
押出形材からなる骨組材は、端部を木造の場合と同じよ
うに切除したり穿設したりして複雑な形状に仕口加工す
ることができない。したがって、たとえば寄棟屋根の棟
と隅棟とが合流する部分や、二つの切妻屋根が平面視L
字形状に直交配置された部分などのような、複数の流れ
面が立体的に交差合流する複雑な形状部位を有する傾斜
屋根の架構をアルミ押出形材からなる骨組材で実現する
ことは極めて困難である。
However, a frame member made of an extruded aluminum frame can be cut into a complicated shape by cutting or piercing the end portion as in the case of a wooden structure. Can not. Therefore, for example, the part where the ridge of the hipped roof and the corner ridge meet, or the two gable roofs are seen in plan view L.
It is extremely difficult to realize a frame structure of a sloping roof that has a complicated shape part where multiple flow surfaces intersect three-dimensionally, such as a part that is orthogonally arranged in a letter shape, with a frame material made of aluminum extrusion Is.

【0004】本発明はこのような事情に鑑みてなされた
ものであり、その目的とするところは、様々な特長を有
するアルミ押出形材を骨組材として用いながらも、複雑
な形状の傾斜屋根を木造の場合と同じように簡易に実現
できる屋根架構構造を提案する点にある。
The present invention has been made in view of the above circumstances, and an object thereof is to provide an inclined roof having a complicated shape while using an aluminum extruded profile having various features as a frame member. The point is to propose a roof frame structure that can be easily realized as in the case of wooden structures.

【0005】[0005]

【課題を解決するための手段】本発明の請求項1に係る
屋根架構構造は、屋根の小屋梁上に立設された小屋束
と、前記小屋束の頂部に機械接合されたハブ部材と、前
記ハブ部材に端部が機械接合された垂木と、前記各垂木
の上面に機械接合された母屋とを含み、前記小屋束、垂
木、母屋がいずれもアルミ押出形材からなることを特徴
とする。
According to a first aspect of the present invention, there is provided a roof frame structure comprising: a shed bundle standing upright on a shed beam of a roof; and a hub member mechanically joined to the top of the shed bundle. It is characterized in that it includes a rafter mechanically joined to the hub member at an end thereof, and a purlin mechanically joined to an upper surface of each rafter, and each of the shed, the rafter, and the purlin is made of an aluminum extruded profile. .

【0006】かかる屋根架構構造では、小屋束の頂部に
固定されたハブ部材を介して垂木が機械接合され、垂木
の上面に母屋が機械接合されるため、複数の流れ面が交
差する山線部や谷線部、山頂部や谷底部が小屋束で支持
された強固な垂木小屋形式の屋根架構とすることができ
るだけでなく、小屋束と複数本の垂木とが立体的に交差
する複雑な納まりを単純化することができ、施工の容易
化やコストダウンを図ることができる。また、小屋束、
垂木、母屋がいずれもアルミ押出形材からなるため、強
度の割に軽量で、腐食しにくく、加工が容易であり、ユ
ニット化しやすいというアルミ押出形材の特長を最大限
に生かした屋根架構を実現することができる。なお、小
屋束とハブ部材、ハブ部材と垂木、垂木と母屋がいずれ
もボルト、リベット等で機械接合されるため、溶接接合
される場合のような熱による骨組材の強度低下や変形が
回避される。
In such a roof frame structure, the rafters are mechanically joined via the hub member fixed to the top of the shed, and the purlins are mechanically joined to the upper surface of the rafters, so the mountain line portion where a plurality of flow surfaces intersect with each other. Not only can the roof frame structure be a strong rafter hut in which the roof, valley line, peaks, and valley bottom are supported by a shed, but a complex arrangement in which the shed and a plurality of rafters intersect three-dimensionally Can be simplified, and the construction can be facilitated and the cost can be reduced. Also a shed,
Both the rafter and the purlin are made of extruded aluminum profiles, so they are lightweight for strength, resistant to corrosion, easy to process, and easy to unitize. Can be realized. In addition, since the hut bundle and the hub member, the hub member and the rafter, and the rafter and the purlin are all mechanically joined with bolts, rivets, etc., strength reduction and deformation of the frame member due to heat such as when welded can be avoided. It

【0007】本発明の請求項2に係る屋根架構構造は、
請求項1に記載の屋根架構構造において、垂木の上面と
母屋の上下面が該屋根の流れ面に平行に形成されたこと
を特徴とする。
The roof frame structure according to claim 2 of the present invention is
The roof frame structure according to claim 1, wherein an upper surface of the rafter and upper and lower surfaces of the purlin are formed parallel to a flow surface of the roof.

【0008】かかる屋根架構構造では、垂木の上面と母
屋の下面が流れ面に平行に形成されているため垂木に対
して母屋を取り付けやすく、母屋の上面も流れ面に平行
に形成されているため野地板等を取り付けやすくなって
おり、さらなる施工の容易化やコストダウンを図ること
ができる。
In such a roof frame structure, since the upper surface of the rafter and the lower surface of the purlin are formed parallel to the flow surface, the purlin can be easily attached to the rafter, and the upper surface of the purlin is also formed parallel to the flow surface. Since it is easy to attach a base plate, etc., it is possible to further facilitate construction and reduce costs.

【0009】本発明の請求項3に係る屋根架構構造は、
請求項2に記載の屋根架構構造において、ハブ部材が垂
木接合腕を備え、垂木が、前記垂木接合腕に上から嵌合
される下向き開放溝と両側のフランジとを備えたハット
形断面である、ことを特徴とする。
A roof frame structure according to claim 3 of the present invention is
The roof frame structure according to claim 2, wherein the hub member has rafter joint arms, and the rafter has a hat-shaped cross section having downward opening grooves fitted to the rafter joint arms from above and flanges on both sides. , Is characterized.

【0010】かかる屋根架構構造によれば、垂木の下向
き開放溝をハブ部材の垂木接合腕に上から嵌合すること
により、ハブ部材に対する垂木の位置決めが簡単とな
り、その後ドリルビス等によって垂木をハブ部材に簡単
に接合することができる。また、垂木の両フランジ部を
活用すれば、垂木に対する他部材の接合や他部材に対す
る垂木の接合を容易にすることができる。さらに、垂木
がハット形断面で、垂木の上方や側方からドリルビス等
を施工することができるため、多数の垂木が合流するハ
ブ部材への垂木の接合作業を都合のよい方向から行うこ
とができて、作業性がよい。なお、垂木の下向き開放溝
に該垂木を支持するための束材を挿入することもできる
ので、束材の取り付けを容易にすることもできる。
According to such a roof frame structure, by fitting the downward opening groove of the rafter to the rafter joint arm of the hub member from above, the rafter can be easily positioned with respect to the hub member, and then the rafter is attached to the hub member by a drill screw or the like. Can be easily joined to. Further, by utilizing both flange portions of the rafter, it is possible to easily join the other member to the rafter and the rafter to the other member. Furthermore, since the rafter has a hat-shaped cross section, and drill screws can be installed from above or from the side of the rafter, it is possible to join the rafter to a hub member where many rafters join from a convenient direction. And workability is good. Since a bundle for supporting the rafter can be inserted into the downward opening groove of the rafter, the bundle can be easily attached.

【0011】本発明の請求項4に係る屋根架構構造は、
請求項1乃至請求項3のいずれか一項に記載の屋根架構
構造において、ハブ部材に端部が機械接合された隅木を
含み、該隅木の上面にも母屋が機械接合され、該隅木が
アルミ押出形材からなることを特徴とする。
The roof frame structure according to claim 4 of the present invention is
The roof frame structure according to any one of claims 1 to 3, further comprising a corner tree whose ends are mechanically joined to the hub member, and the purlin is mechanically joined to the upper surface of the corner tree, and the corner tree is made of aluminum. It is characterized by being made of an extruded profile.

【0012】かかる屋根架構構造では、垂木に加えて隅
木もハブ部材を介して小屋束に機械接合されているた
め、寄棟屋根のような三以上の流れ面が交差する極めて
複雑な形状部位を有する屋根の架構を単純化して、施工
の容易化やコストダウンを図ることができる。
In such a roof frame structure, not only rafters but also corners are mechanically joined to the shed by means of hub members, so that an extremely complicated shape where three or more flow surfaces intersect, such as a ridge roof, is formed. By simplifying the frame structure of the roof, the construction can be facilitated and the cost can be reduced.

【0013】本発明の請求項5に係る屋根架構構造は、
請求項4に記載の屋根架構構造において、隅木の上面
が、該隅木において交差する各流れ面に平行となるよう
に複数の傾斜面で形成されたことを特徴とする。
A roof frame structure according to claim 5 of the present invention is
The roof frame structure according to claim 4 is characterized in that an upper surface of the corner tree is formed of a plurality of inclined surfaces so as to be parallel to respective flow surfaces intersecting in the corner tree.

【0014】かかる屋根架構構造は、隅木の上面が、各
流れ面に平行となるように複数の傾斜面で形成されてい
るため、隅木の上面に対して母屋を取り付けやすくな
り、さらなる施工の容易化やコストダウンを図ることが
できる。
In such a roof frame structure, since the upper surface of the corner tree is formed by a plurality of inclined surfaces so as to be parallel to the respective flow surfaces, it becomes easy to attach the purlin to the upper surface of the corner tree, and further construction is easy. And cost reduction.

【0015】本発明の請求項6に係る屋根架構構造は、
請求項5に記載の屋根架構構造において、ハブ部材が隅
木接合腕を備え、隅木が、前記隅木接合腕に上から嵌合
される下向き開放溝と両側のフランジとを備えた変形ハ
ット形断面である、ことを特徴とする。
A roof frame structure according to claim 6 of the present invention is
The roof frame structure according to claim 5, wherein the hub member includes a corner-tree joint arm, and the corner tree has a modified hat-shaped cross-section including a downward opening groove that is fitted into the corner-tree joint arm from above and flanges on both sides. There is a feature.

【0016】かかる屋根架構構造によれば、隅木の下向
き開放溝をハブ部材の隅木接合腕に上から嵌合すること
により、ハブ部材に対する隅木の位置決めが簡単とな
り、その後ドリルビス等によって隅木をハブ部材に簡単
に接合することができる。また、隅木の両フランジ部を
活用すれば、隅木に対する他部材の接合や他部材に対す
る隅木の接合を容易にすることができる。さらに、隅木
がハット形断面で、隅木の上方や側方からドリルビス等
を施工することができるため、多数の垂木及び隅木が合
流するハブ部材への隅木の接合作業を都合のよい方向か
ら行うことができて、作業性がよい。なお、隅木の下向
き開放溝に該隅木を支持するための束材を挿入すること
もできるので、束材の取り付けを容易にすることもでき
る。
According to such a roof frame structure, by fitting the downward opening groove of the corner tree to the corner tree joining arm of the hub member from above, the positioning of the corner tree with respect to the hub member becomes easy, and then the corner tree is removed by a drill screw or the like. Can be easily joined to. Further, by utilizing both flange portions of the corner tree, it is possible to easily join the other member to the corner tree and the corner tree to the other member. Furthermore, since the corner tree has a hat-shaped cross section and drill screws can be installed from above or from the side of the corner tree, it is necessary to join the corner tree to the hub member where many rafters and corner trees join from a convenient direction. The workability is good. Since the bundle material for supporting the corner tree can be inserted into the downward opening groove of the corner tree, the bundle material can be easily attached.

【0017】[0017]

【発明の実施の形態】以下、添付図面を参照しつつ、本
発明の実施の形態を詳細に説明する。なお、説明におい
て、同一要素には同一の符号を用い、重複する説明は省
略するものとする。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. In the description, the same elements will be denoted by the same reference symbols, without redundant description.

【0018】<第一実施形態>図1は、本発明に係る屋
根架構構造の第一実施形態を説明するための斜視図であ
る。同図に示すように、本屋根架構は木造の建物Tの上
に組み上げられた金属製の屋根架構であって、建物Tの
木桁Ta,Ta上に架け渡された小屋梁1と、小屋梁1
の中間部に立設された小屋束2と、小屋束2の頂部に機
械接合されたハブ部材3,8(図2、図4参照)と、ハ
ブ部材に端部が機械接合された垂木4、隅木5と、垂木
4及び隅木5の上面に機械接合された母屋6と、を含ん
で構成されている。ここで、小屋梁1、小屋束2、垂木
4、隅木5、母屋6はいずれもアルミ押出形材からな
る。
<First Embodiment> FIG. 1 is a perspective view for explaining a first embodiment of a roof frame structure according to the present invention. As shown in the figure, the main roof frame is a metal roof frame assembled on a wooden building T, and a shed beam 1 and a hut that are erected on the wooden girders Ta, Ta of the building T. Beam 1
A shed 2 erected in the middle of the shed 2, hub members 3 and 8 mechanically joined to the top of the shed 2 (see FIGS. 2 and 4), and rafters 4 whose ends are mechanically joined to the hub member 4. , A rafter 5, and a purlin 6 mechanically joined to the upper surfaces of the rafters 4 and the rafters 5. Here, all of the shed beams 1, shed bundles 2, rafters 4, corner trees 5, and purlins 6 are made of extruded aluminum profiles.

【0019】図2(a)は図1のA部拡大斜視図であ
り、図2(b)はその組立分解図である。これらの図に
示すように、本屋根架構の棟部はハブ部材3を中心とし
て組み立てられている。ハブ部材3は、鉄製の角パイプ
からなる小屋束接合腕3a、垂木接合腕3b,3bをそ
れぞれ小屋束2、垂木4,4の方向に合わせて互いに溶
接合体させたものである。小屋束接合腕3aの両側面及
び垂木接合腕3bの両側面には、それぞれボルト孔3c
が穿設されている。
FIG. 2A is an enlarged perspective view of the portion A of FIG. 1, and FIG. 2B is an exploded view thereof. As shown in these figures, the ridge of the main roof frame is assembled around the hub member 3. The hub member 3 is formed by welding together a shed bundle joining arm 3a and rafter joining arms 3b and 3b made of iron square pipes in accordance with the shed shed 2 and the rafters 4 and 4 by welding. Bolt holes 3c are formed on both sides of the shed joint arm 3a and both sides of the rafter joint arm 3b, respectively.
Has been drilled.

【0020】小屋束2は中空角形のアルミ押出形材から
なり、その中空部に上方からハブ部材3の小屋束接合腕
3aが挿入される。すなわち小屋束2の中空部は、小屋
束接合腕3aを挿嵌可能な大きさである。小屋束2の両
側面には、小屋束接合腕3aのボルト孔3cに対応する
位置にボルト孔2aが穿設されている。垂木4は、その
棟側端部がハブ部材3の垂木接合腕3bに上方から覆い
被さるような、下向きに開放したハット形断面のアルミ
押出形材であって、垂木接合腕3bのボルト孔3cに対
応する位置にボルト孔4aが穿設されている。母屋6
は、建物Tの桁Taと平行に、つまり垂木4に対して直
交するようにその上面に接合され、野地板(図示外)等
を載せる屋根下地を形成するものである。母屋6は垂木
4と同様、下向きに開放したハット形断面のアルミ押出
形材であって、その両側に張り出したフランジ部6a,
6aを備えている。
The shed 2 is made of a hollow rectangular aluminum extruded material, and the shed joint arm 3a of the hub member 3 is inserted into the hollow portion from above. That is, the hollow portion of the shed 2 is of a size that allows the shed joint arm 3a to be inserted therein. Bolt holes 2a are formed on both sides of the shed 2 at positions corresponding to the bolt holes 3c of the shed joint arm 3a. The rafter 4 is an aluminum extruded shape member having a hat-shaped cross section that is open downward so that the ridge-side end of the rafter 4 covers the rafter joint arm 3b of the hub member 3 from above, and the rafter joint arm 3b has a bolt hole 3c. A bolt hole 4a is formed at a position corresponding to. Purlin 6
Is joined to the upper surface of the building T so as to be parallel to the girder Ta of the building T, that is, orthogonal to the rafter 4, and forms a roof substrate on which a ground plate (not shown) and the like are placed. Like the rafter 4, the purlin 6 is an extruded aluminum material having a hat-shaped cross section that opens downward, and has flange portions 6a protruding on both sides thereof.
6a.

【0021】このような棟部の組立手順を説明すると、
まず小屋束2の頂部中空部にハブ部材3の小屋束接合腕
3aを挿入する。そして、小屋束2のボルト孔2aとハ
ブ部材3の小屋束接合腕3aのボルト孔3cとをちょう
ど合致させた状態でボルト孔2aとボルト孔3cに通し
ボルトBを挿通してナットNを締結することにより、小
屋束2の頂部にハブ部材3を簡単に接合することができ
る。なお、施工の効率化の観点から、小屋束2に対する
ハブ部材3の接合作業は予め工場で行っておくことが望
ましい。次に、垂木4,4の棟側端部の下向き開放溝4
cをハブ部材3の垂木接合腕3b,3bに上から被せ
て、垂木4のボルト孔4aとハブ部材3の垂木接合腕3
bのボルト孔3cとが合致するように垂木4を位置合わ
せし、この状態でボルト孔4aとボルト孔3cに通しボ
ルトBを挿通してナットNを締結することにより、ハブ
部材3に対して垂木4,4を簡単に接合することができ
る。なお、この状態で、垂木4の上面は屋根流れ面に平
行である。最後に、垂木4の上面に母屋6を載せて、母
屋6のフランジ部6aと垂木4の天面をドリルビスSで
接合し、垂木4に対して母屋6を接合する。そして、こ
のとき母屋6の上面が屋根流れ面に平行となるため、こ
の上にさらに野地板等の屋根下地材を納まりよく施工す
ることができる。なお、ここでは鉄製の角パイプを互い
に溶接合体させてハブ部材3を構成しているが、本発明
はこれに限定されるものではなく、鋼製やアルミニウム
合金製の角パイプを互いに溶接合体させたものでもよい
し、アルミニウム合金の鋳物としてもよい。
Explaining the procedure for assembling such a ridge,
First, the hut bundle joining arm 3a of the hub member 3 is inserted into the hollow top portion of the shed bundle 2. Then, with the bolt hole 2a of the shed 2 and the bolt hole 3c of the shed joint arm 3a of the hub member 3 just matched, the bolt B is inserted through the bolt hole 2a and the bolt hole 3c and the nut N is fastened. By doing so, the hub member 3 can be easily joined to the top of the shed 2. In addition, from the viewpoint of efficiency of construction, it is desirable that the joining work of the hub member 3 to the shed 2 be performed in advance in a factory. Next, the downward opening groove 4 at the ridge-side end of the rafters 4, 4
c is put on the rafter joint arms 3b and 3b of the hub member 3 from above, and the bolt hole 4a of the rafter 4 and the rafter joint arm 3 of the hub member 3 are covered.
By aligning the rafter 4 so that the bolt holes 3c of b are aligned with each other, and in this state, the bolts B are inserted through the bolt holes 4a and the bolt holes 3c and the nuts N are fastened to the hub member 3. The rafters 4, 4 can be easily joined. In this state, the upper surface of the rafter 4 is parallel to the roof flow surface. Finally, the purlin 6 is placed on the upper surface of the rafter 4, the flange portion 6a of the purlin 6 and the top surface of the rafter 4 are joined with a drill screw S, and the purlin 6 is joined to the rafter 4. Then, at this time, the upper surface of the purlin 6 becomes parallel to the roof flow surface, so that a roof base material such as a ground plate can be further installed and well installed. Although the iron member square pipes are welded together to form the hub member 3, the present invention is not limited to this, and steel or aluminum alloy square pipes are welded together. It may be a cast iron or a cast aluminum alloy.

【0022】図3(a)は図1のB部拡大斜視図であ
り、図3(b)はその平面図である。また、図4は図3
の組立分解図である。これらの図に示すように、本屋根
架構の棟と隅棟との合流頂部はハブ部材8を中心として
組み立てられている。ハブ部材8もハブ部材3と同様、
鉄製の角パイプからなる小屋束接合腕8aと、垂木接合
腕8b,8b,8bと、隅木5,5の方向に沿った向き
の隅木接合腕8c,8cを有している。そして、小屋束
接合腕8aの両側面、垂木接合腕8bの両側面、隅木接
合腕8cの両側面には、それぞれボルト孔8dが穿設さ
れている。
FIG. 3 (a) is an enlarged perspective view of portion B in FIG. 1, and FIG. 3 (b) is a plan view thereof. In addition, FIG.
FIG. As shown in these drawings, the confluence top of the main roof frame building and the corner building is assembled around the hub member 8. The hub member 8 is similar to the hub member 3 as well.
It has a shed joint arm 8a made of an iron square pipe, rafter joint arms 8b, 8b, 8b, and corner-tree joint arms 8c, 8c oriented along the directions of the corner trees 5, 5. Bolt holes 8d are formed on both side surfaces of the shed bundle joint arm 8a, both side surfaces of the rafter joint arm 8b, and both side surfaces of the corner timber joint arm 8c.

【0023】隅木5は、その棟側端部がハブ部材8の隅
木接合腕8cに上方から覆い被さるような下向き開放断
面のアルミ押出形材であって、垂木4の上側水平部の中
央を山形に折り曲げて左右の傾斜面5a,5aを形成し
たような変形ハット形断面を有する。隅木5の左右の傾
斜面5a,5aはそれぞれ、ハブ部材8に垂木4と隅木
5とが接合されたときに両側の垂木4,4の上面と面一
となるように形成されている。つまり、二の屋根流れ面
が交差する山線に沿って配置される隅木5の上面が左右
の傾斜面5a,5aに分かれて、各傾斜面5a,5aが
各屋根流れ面に平行となっているため、垂木4の上面に
接合される母屋6をそのまま隅木5の上面にも無理なく
接合することができ、納まりの単純化や施工の容易化を
図ることができる。なお、ハブ部材8に接合される垂木
4,4,4の棟側端部と隅木5,5の棟側端部とが干渉
しないように、垂木4の棟側端部と隅木5の棟側端部は
適宜切除加工されている(図3(b)参照)。ハブ部材
8と隅木5との接合態様は、既に説明したハブ部材3と
垂木4との接合態様に準じ、隅木5と母屋6との接合態
様も、既に説明した垂木4と母屋6との接合態様に準じ
る。
The corner tree 5 is an aluminum extruded shape member having a downward open cross-section such that the ridge side end portion covers the corner tree joining arm 8c of the hub member 8 from above, and the center of the upper horizontal portion of the rafter 4 is mountain-shaped. It has a deformed hat-shaped cross section that is formed by bending it into left and right inclined surfaces 5a, 5a. The left and right inclined surfaces 5a, 5a of the corner tree 5 are formed so as to be flush with the upper surfaces of the rafters 4, 4 on both sides when the rafter 4 and the corner tree 5 are joined to the hub member 8. That is, the upper surface of the corner tree 5 arranged along the mountain line where the two roof flow surfaces intersect is divided into the left and right inclined surfaces 5a, 5a, and the inclined surfaces 5a, 5a are parallel to the roof flow surfaces. Therefore, the purlin 6 to be joined to the upper surface of the rafter 4 can be easily joined to the upper surface of the corner tree 5 as it is, so that the storage can be simplified and the construction can be facilitated. The ridge-side end of the rafters 4 and the ridge-side of the corner trees 5 are arranged so that the ridge-side ends of the rafters 4, 4, 4 and the corner trees 5, 5 joined to the hub member 8 do not interfere with each other. The ends are appropriately cut off (see FIG. 3B). The joining manner between the hub member 8 and the corner tree 5 is similar to the joining manner between the hub member 3 and the rafter 4 described above, and the joining manner between the corner tree 5 and the purlin 6 is also the joining manner between the rafter 4 and the purlin 6 already described. According to the embodiment.

【0024】図5(a)は図1のC部拡大斜視図であ
る。同図に示すように、小屋梁1は上向きに開放された
ハット形断面のアルミ押出形材であり、小屋束2は中空
角形のアルミ押出形材である。小屋束2は、その下端部
が小屋梁1の上向き開放溝1aに上方から挿入される。
そして、小屋束2の両側面のボルト孔とこれに対応する
小屋梁1の両側面のボルト孔とを位置合わせして通しボ
ルトB及びナットNで固定される。なお、小屋梁1がア
ルミ押出形材ではなく木製の場合には、図5(b)に示
すように、上向き開口7aを有する断面U字形状の接合
金具7を木製の小屋梁1’上に通しボルトB及びナット
Nで固定しておき、接合金具7の上向き開口7aに小屋
束2の下端部を挿入して、それぞれの両側面に穿設され
たボルト孔(図示外)の位置を合わせて通しボルトB及
びナットNで固定するようにすればよい。なお、接合金
具7は、鉄製、アルミ合金製等の材質を問わない。
FIG. 5 (a) is an enlarged perspective view of portion C of FIG. As shown in the figure, the shed beam 1 is an aluminum extruded shape member having a hat-shaped cross section that is open upward, and the shed bundle 2 is a hollow prismatic aluminum extruded shape member. The lower end portion of the shed 2 is inserted into the upward opening groove 1a of the shed beam 1 from above.
Then, the bolt holes on both sides of the shed 2 and the corresponding bolt holes on both sides of the shed 1 are aligned and fixed with through bolts B and nuts N. When the hut girder 1 is made of wood instead of aluminum extruded shape, as shown in Fig. 5 (b), a U-shaped joint fitting 7 having an upward opening 7a is provided on the wooden hut girder 1 '. It is fixed with through bolts B and nuts N, the lower end of the shed 2 is inserted into the upward opening 7a of the fitting 7, and the positions of the bolt holes (not shown) formed on both sides of each are aligned. It may be fixed by the through bolt B and the nut N. The joining metal fitting 7 may be made of iron, aluminum alloy, or the like.

【0025】図6は図1のD部拡大斜視図であり、図7
は図6の組立分解図である。これらの図に示すように、
建物Tの木桁Ta上には小屋梁1の端部が固定され、垂
木4の軒側端部が接合金具8を介して小屋梁1に接合さ
れている。小屋梁1の桁側端部の底部にはボルト孔1b
が穿設されており、また小屋梁1の桁側端部は屋根勾配
と平行になるように切除加工されている。さらに小屋梁
1の桁側端部の両側面には、ボルト孔1cが穿設されて
いる。接合金具8は中空角形のアルミ押出形材からなる
束状の金具であり、その頂部が屋根流れ面に平行となる
ように切除加工されている。接合金具8の幅は、ちょう
ど小屋梁1の上向き開放溝1aや垂木4の下向き開放溝
4cに挿入できる程度である。接合金具8の両側面に
は、ボルト孔8a,8bが穿設されている。垂木4の軒
先側端部の両側面にはボルト孔4dが穿設されている。
FIG. 6 is an enlarged perspective view of section D in FIG.
FIG. 7 is an exploded view of FIG. As shown in these figures,
The end of the shed beam 1 is fixed on the wooden beam Ta of the building T, and the eaves side end of the rafter 4 is joined to the shed beam 1 via the joining metal fitting 8. A bolt hole 1b is formed on the bottom of the girder side end of the shed beam 1.
And the girder side end of the shed beam 1 is cut so as to be parallel to the roof slope. Further, bolt holes 1c are formed on both sides of the girder side end of the shed beam 1. The joining metal fitting 8 is a metal fitting in the form of a hollow rectangular aluminum extruded material, and is cut so that its top portion is parallel to the roof flow surface. The width of the joint metal fitting 8 is just such that it can be inserted into the upward opening groove 1a of the shed beam 1 and the downward opening groove 4c of the rafter 4. Bolt holes 8 a and 8 b are formed on both side surfaces of the joint fitting 8. Bolt holes 4d are formed on both sides of the eaves side end of the rafter 4.

【0026】そして、組立手順としては、まず木桁Ta
の上面に小屋梁1の端部を載せ、ボルト孔1bに通しボ
ルトBを挿通してナットNを締結することにより、木桁
Taに小屋梁1を固定する。次に、小屋梁1の上向き開
放溝1aに接合金具8の下部を挿入し、ボルト孔1cと
ボルト孔8aとを位置合わせし、通しボルトBを挿入し
てナットNを締結することにより、小屋梁1に接合金具
8を固定する。最後に、垂木4の下向き開放溝4cを接
合金具8の頂部に被せ、ボルト孔4dとボルト孔8bと
を位置合わせし、通しボルトBを挿入してナットNを締
結することにより、接合金具8に垂木4を固定する。な
お、この状態で、垂木4の上側壁の下面が接合金具8の
頂部傾斜面とぴったり当接するとともに、垂木4の両側
フランジ4e,4eの下面が小屋梁1の軒側端部傾斜面
に当接することになる。もちろん、垂木4の上面は屋根
流れ面に平行となる
As an assembling procedure, first, the wood beam Ta is used.
The end portion of the hut girder 1 is placed on the upper surface of the hut, the bolt B is inserted through the bolt hole 1b, and the nut N is fastened to fix the hut girder 1 to the wooden beam Ta. Next, the lower part of the joint metal fitting 8 is inserted into the upward opening groove 1a of the shed beam 1, the bolt hole 1c and the bolt hole 8a are aligned, the through bolt B is inserted, and the nut N is fastened, whereby the shed The metal fitting 8 is fixed to the beam 1. Finally, the downward opening groove 4c of the rafter 4 is covered on the top of the joint fitting 8, the bolt hole 4d and the bolt hole 8b are aligned with each other, the through bolt B is inserted, and the nut N is fastened. Secure rafter 4 to. In this state, the lower surface of the upper side wall of the rafter 4 is brought into close contact with the top inclined surface of the joint fitting 8, and the lower surfaces of the both side flanges 4e, 4e of the rafter 4 contact the eaves side end inclined surface of the shed beam 1. I will come into contact with you. Of course, the upper surface of the rafter 4 is parallel to the roof flow surface.

【0027】<第二実施形態>図8は、本発明に係る屋
根架構構造の第二実施形態を説明するための斜視図であ
る。本実施形態の屋根架構が適用される建物は、第一実
施形態の建物Tに対して直交する付属建物T1が合体し
たものである。そして、建物Tと付属建物T1には棟高
さが異なる寄棟屋根がそれぞれ組み上げられ、両者が合
流して複雑な傾斜屋根が形成されている。ここで、図9
は図8のE部斜視図であり、図10はその組立分解図で
ある。これらの図に示すように、建物Tの木桁Txと付
属建物T1の木桁T1yの交差部は、建物Tの小屋組ト
ラス9の下弦材10及び上弦材11と、屋根の傾斜谷線
L1に沿って配置される谷隅木12とが立体交差する極
めて複雑な架構となっている。
<Second Embodiment> FIG. 8 is a perspective view for explaining a second embodiment of the roof frame structure according to the present invention. The building to which the roof frame structure of this embodiment is applied is a combination of an annex building T1 orthogonal to the building T of the first embodiment. The building T and the annex building T1 are assembled with hipped roofs having different building heights, respectively, and the two are joined to form a complicated sloping roof. Here, FIG.
8 is a perspective view of a portion E of FIG. 8, and FIG. 10 is an assembly exploded view thereof. As shown in these drawings, at the intersection of the wooden beam girder Tx of the building T and the wooden beam girder T1y of the auxiliary building T1, the lower chord member 10 and the upper chord member 11 of the truss group truss 9 of the building T, and the sloped valley line L1 of the roof. It has an extremely complicated frame structure that intersects with the valley corner tree 12 arranged along the road.

【0028】まず、小屋組トラス9の下弦材10は上向
き開放溝10aを有するハット形断面のアルミ押出形材
である。下弦材10の上向き開放溝10aの桁側底部に
はボルト孔10bが穿設されている。下弦材10の桁側
端部は木桁Txの上面に載置されており、木桁Txを貫
通する長さの通しボルトBをボルト孔10bから挿通し
てナットNを締結することにより、木桁Txに下弦材1
0が固定されている。下弦材10の桁側端部の両側面に
はボルト孔10cが穿設されている。また、下弦材10
の端部は、これと三次元的に交差する谷隅木12との干
渉を回避するように流れ面N1と平行に切除加工されて
いる。
First, the lower chord member 10 of the truss 9 for the cottage is an extruded aluminum member having a hat-shaped cross section having an upward opening groove 10a. A bolt hole 10b is formed in the bottom portion of the girder side of the upward opening groove 10a of the lower chord member 10. The girder side end of the lower chord member 10 is placed on the upper surface of the wooden girder Tx, and a through bolt B having a length penetrating the wooden girder Tx is inserted from the bolt hole 10b to fasten the nut N. Lower chord material 1 at digit Tx
0 is fixed. Bolt holes 10c are formed on both sides of the girder side end of the lower chord member 10. Also, the lower chord material 10
The end portion of is cut and processed in parallel with the flow surface N1 so as to avoid interference with the valley corner tree 12 that three-dimensionally intersects it.

【0029】下弦材10の上向き開放溝10aには、接
合金具13が挿入される。この接合金具13は、下弦材
10と上弦材11とを接合するものであり、略L字形状
の一対の側板部13a,13bと、これら側板部13
a,13bを連結する谷隅木受け部13cとからなる。
側板部13a,13bの下部にはそれぞれボルト孔13
dが穿設され、側板部13a,13bの上部にはそれぞ
れボルト孔13eが穿設されている。接合金具13は、
その下部を下弦材10の上向き開放溝10aに挿入し、
ボルト孔13dがボルト孔10cと合致するように位置
合わせして、ここに通しボルトBを挿通してナットNを
締結することにより、下弦材10に接合される。このと
き接合金具13の谷隅木受け部13cは、谷隅木12と
の干渉を回避できるように斜めに切除加工された下弦材
10の端部とぴったり合致し、流れ面N1と平行であ
る。また、一対の側板部13a,13bの頂部も流れ面
N1に平行となるように切除加工されている。
A fitting 13 is inserted into the upward opening groove 10a of the lower chord member 10. The joining metal fitting 13 joins the lower chord member 10 and the upper chord member 11 to each other, and includes a pair of substantially L-shaped side plate portions 13 a and 13 b and the side plate portions 13.
It is composed of a valley corner tree receiving portion 13c connecting a and 13b.
Bolt holes 13 are provided at the bottoms of the side plate portions 13a and 13b, respectively.
d is drilled, and bolt holes 13e are drilled in the upper portions of the side plate portions 13a and 13b, respectively. The joint fitting 13 is
Insert the lower part into the upward opening groove 10a of the lower chord member 10,
It is joined to the lower chord member 10 by aligning the bolt hole 13d with the bolt hole 10c, inserting the through bolt B therethrough, and fastening the nut N. At this time, the valley corner tree receiving portion 13c of the joining metal fitting 13 exactly matches the end portion of the lower chord member 10 that is obliquely cut and processed so as to avoid interference with the valley corner tree 12, and is parallel to the flow surface N1. Further, the tops of the pair of side plate portions 13a and 13b are also cut so as to be parallel to the flow surface N1.

【0030】接合金具13の一対の側板部13a,13
bの頂部には、小屋組トラス9の上弦材11の下向き開
放溝11aが被せられる。上弦材11は、下向き開放溝
11aを有するハット形断面のアルミ押出形材である。
上弦材11の軒側端部の両側面にはボルト孔11bが穿
設されている。そして、下向き開放溝11aを接合金具
13の一対の側板部13a,13bの頂部に被せ、ボル
ト孔11bとボルト孔13eとが合致するように上弦材
11を位置合わせし、ここに通しボルトBを挿通してナ
ットNを締結することにより、上弦材11を接合金具1
3に接合することができる。そして、この状態で上弦材
11の上面は流れ面N1に平行となっている。
A pair of side plate portions 13a, 13 of the joint fitting 13
The downward opening groove 11a of the upper chord member 11 of the roof truss 9 is covered on the top of b. The upper chord member 11 is an aluminum extruded shape member having a hat-shaped cross section having a downward opening groove 11a.
Bolt holes 11b are formed on both side surfaces of the eave side end of the upper chord member 11. Then, the downward opening groove 11a is covered on the tops of the pair of side plate portions 13a and 13b of the joint fitting 13, the upper chord member 11 is aligned so that the bolt holes 11b and the bolt holes 13e are aligned with each other, and the through bolt B is inserted there. By inserting and fastening the nut N, the upper chord material 11 is joined to the metal fitting 1
3 can be joined. Then, in this state, the upper surface of the upper chord member 11 is parallel to the flow surface N1.

【0031】谷隅木12は、下向き開口溝を有する変形
ハット形断面のアルミ押出形材であり、その上面は中央
で二つに分かれて山形の傾斜面12a,12bとなって
いる。そして、谷隅木12の両フランジと接合金具13
の谷隅木受け部13cとをドリルビスで接合し、谷隅木
12を接合金具13に接合する。この状態で谷隅木12
の傾斜面12aは流れ面N1と平行であり、傾斜面12
bは流れ面N2と平行である。
The valley corner tree 12 is an extruded aluminum member having a modified hat-shaped cross section having a downward opening groove, and the upper surface thereof is divided into two at the center to form mountain-shaped inclined surfaces 12a and 12b. Then, both flanges of the valley corner tree 12 and the joint fitting 13
The valley corner tree receiving portion 13c is joined with a drill screw, and the valley corner tree 12 is joined to the joining metal fitting 13. 12 in this state
Of the inclined surface 12a is parallel to the flow surface N1.
b is parallel to the flow surface N2.

【0032】次に、図11は図8のF部斜視図であり、
図12はその平面図である。これらの図に示すように、
屋根の流れ面N1,N2,N3が交差合流する部位は、
谷隅木12と山隅木14とが立体交差する極めて複雑な
架構となっている。
Next, FIG. 11 is a perspective view of portion F of FIG.
FIG. 12 is a plan view thereof. As shown in these figures,
The part where the flow surfaces N1, N2, N3 of the roof intersect and merge,
It has an extremely complicated frame structure in which the valley corner trees 12 and the mountain corner trees 14 cross over each other.

【0033】まず、山隅木14は、下向き開口溝を有す
る変形ハット形断面のアルミ押出形材であり、その上面
は中央で二つに分かれて谷形の傾斜面14a,14bと
なっている。山隅木14は屋根の傾斜山線L2に沿って
配置され、傾斜面14aは流れ面N1と平行であり、傾
斜面14bは流れ面N3と平行である。そして、傾斜面
14bには、流れ面N3を形成する母屋15a,15b
が接合されている。また、谷隅木12と接合される部位
よりも高い位置において山隅木14の傾斜面14aに
は、流れ面N1を形成する母屋16aが接合されてい
る。
First, the mountain corner tree 14 is an extruded aluminum member having a modified hat-shaped cross section having a downward opening groove, and its upper surface is divided into two at the center to form valley-shaped inclined surfaces 14a and 14b. The mountain corner tree 14 is arranged along the inclined mountain line L2 of the roof, the inclined surface 14a is parallel to the flow surface N1, and the inclined surface 14b is parallel to the flow surface N3. Then, on the inclined surface 14b, the purlins 15a and 15b forming the flow surface N3 are formed.
Are joined. Further, a purlin 16a forming a flow surface N1 is joined to the inclined surface 14a of the mountain corner tree 14 at a position higher than the portion joined to the valley corner tree 12.

【0034】また、山隅木14のフランジ14cには谷
隅木12がビス留めされる。谷隅木12は、既に説明し
たように下向き開口溝を有する変形ハット形断面のアル
ミ押出形材であり、その上面は中央で二つに分かれて山
形の傾斜面12a,12bとなっている。ここで谷隅木
12は断面形が左右対称であるため、このままそのフラ
ンジ12c,12dを山隅木14のフランジ14cに載
せると、流れ面N1が急勾配で流れ面N2が緩勾配とな
ってしまう。そこで、谷隅木12の端部においてフラン
ジ12cを折り曲げ加工して折れ部12eを形成するこ
とにより、谷隅木12が山隅木14に対して時計まわり
に少し回転した姿勢で(図11において谷隅木12の断
面形が右肩下がりになるような向きに回転して)接合さ
れるようにし、流れ面N1の勾配と流れ面N2の勾配と
が等しくなるようにされている。したがって、谷隅木1
2の傾斜面12aが流れ面N1と平行となって、ここに
母屋16bを流れ面N1と平行に接合することができ、
同様に谷隅木12の傾斜面12bが流れ面N2と平行と
なって、ここに母屋17を流れ面N2と平行に接合する
ことができる。さらに、谷隅木12の端部において傾斜
面12bが流れ面N2よりも突出してしまうことを回避
するため、谷隅木12の傾斜面12bの端部には平面視
三角形状の切欠12fが形成されている。したがって、
傾斜谷線L1、傾斜山線L2、水平谷線L3の交差部に
谷隅木12の端部が突出せず、当該部位に屋根下地材を
うまく納めることができる。
Further, the valley corner tree 12 is screwed to the flange 14c of the mountain corner tree 14. As described above, the valley corner tree 12 is an extruded aluminum member having a modified hat-shaped cross section having a downward opening groove, and the upper surface thereof is divided into two at the center to form mountain-shaped inclined surfaces 12a and 12b. Since the valley corner tree 12 has a bilaterally symmetrical cross section, if the flanges 12c and 12d are placed on the flange 14c of the mountain corner tree 14 as it is, the flow surface N1 becomes steep and the flow surface N2 becomes gentle. Therefore, by bending the flange 12c at the end of the valley corner tree 12 to form the bent portion 12e, the valley corner tree 12 is rotated slightly clockwise with respect to the mountain corner tree 14 (in FIG. 11, the valley corner tree 12 Are rotated so that the cross-sectional shape of the flow surface is inclined downward, and the gradients of the flow surface N1 and the flow surface N2 are equal. Therefore, Tani Sumiki 1
The second inclined surface 12a becomes parallel to the flow surface N1, and the purlin 16b can be bonded thereto in parallel to the flow surface N1.
Similarly, the inclined surface 12b of the valley corner tree 12 becomes parallel to the flow surface N2, and the purlin 17 can be joined thereto in parallel to the flow surface N2. Furthermore, in order to prevent the inclined surface 12b from protruding beyond the flow surface N2 at the end of the valley corner tree 12, a notch 12f having a triangular shape in plan view is formed at the end of the inclined surface 12b of the valley corner tree 12. There is. Therefore,
The end portion of the valley corner tree 12 does not project at the intersection of the sloped valley line L1, the sloped mountain line L2, and the horizontal valley line L3, so that the roof base material can be properly stored in that portion.

【0035】以上、本発明に係る屋根架構構造の実施形
態を説明してきたが、本発明はこれらに限定されるもの
ではなく、発明の趣旨に応じて適宜改変して実施される
べきものである。
Although the embodiments of the roof frame structure according to the present invention have been described above, the present invention is not limited to these and should be appropriately modified and carried out according to the spirit of the invention. .

【0036】[0036]

【発明の効果】以上のように、請求項1に係る発明によ
れば、複数の流れ面が交差する山線部や谷線部、山頂部
や谷底部が小屋束で支持された強固な垂木小屋形式の屋
根架構とすることができるだけでなく、小屋束と複数本
の垂木とが立体的に交差する複雑な納まりを単純化する
ことができ、施工の容易化やコストダウンを図ることが
できる。また、強度の割に軽量で、腐食しにくく、加工
が容易であり、ユニット化しやすいというアルミ押出形
材の特長を最大限に生かした屋根架構を実現することが
できる。なお、小屋束とハブ部材、ハブ部材と垂木、垂
木と母屋がいずれもボルト、リベット等で機械接合され
るため、溶接接合される場合のような熱による骨組材の
強度低下や変形が回避される。
As described above, according to the invention of claim 1, a strong rafter in which a mountain line portion, a valley line portion, a mountain peak portion and a valley bottom portion where a plurality of flow surfaces intersect are supported by a shed. Not only can a hut-type roof frame be constructed, but the complicated construction in which a shed and a plurality of rafters intersect three-dimensionally can be simplified, facilitating construction and reducing costs. . In addition, it is possible to realize a roof frame structure that maximizes the features of aluminum extruded profiles, which are light in weight for strength, resistant to corrosion, easy to process, and easy to unitize. In addition, since the hut bundle and the hub member, the hub member and the rafter, and the rafter and the purlin are all mechanically joined with bolts, rivets, etc., strength reduction and deformation of the frame member due to heat such as when welded can be avoided. It

【0037】請求項2に係る発明によれば、垂木に対し
て母屋を取り付けやすく、また母屋に対して野地板等を
取り付けやすくなっているため、さらなる施工の容易化
やコストダウンを図ることができる。
According to the second aspect of the present invention, since the purlin can be easily attached to the rafter and the ground plate and the like can be easily attached to the purlin, further facilitation of construction and cost reduction can be achieved. it can.

【0038】請求項3に係る発明によれば、垂木をハブ
部材に簡単に接合することができ、また、垂木の両フラ
ンジ部を活用することにより、垂木に対する他部材の接
合や他部材に対する垂木の接合を容易にすることができ
る。さらに、多数の垂木が合流するハブ部材への垂木の
接合作業を都合のよい方向から行うことができ、束材の
取り付けを容易にすることもできる。
According to the invention of claim 3, the rafter can be easily joined to the hub member, and by utilizing both flange portions of the rafter, the rafter is joined to the rafter or the rafter to the other member. Can be easily joined. Furthermore, the operation of joining the rafters to the hub member where a large number of rafters join can be performed from a convenient direction, and the attachment of the bundle can be facilitated.

【0039】請求項4に係る発明によれば、寄棟屋根の
ような三以上の流れ面が交差する極めて複雑な形状部位
を有する屋根の架構を単純化して、施工の容易化やコス
トダウンを図ることができる。
According to the fourth aspect of the present invention, the structure of a roof having an extremely complicated shape where three or more flow surfaces intersect, such as a hipped roof, is simplified to facilitate construction and reduce costs. Can be planned.

【0040】請求項5に係る発明によれば、隅木の上面
が、各流れ面に平行となるように複数の傾斜面で形成さ
れているため、隅木の上面に対して母屋を取り付けやす
くなり、さらなる施工の容易化やコストダウンを図るこ
とができる。
According to the invention of claim 5, since the upper surface of the corner tree is formed of a plurality of inclined surfaces so as to be parallel to each flow surface, it becomes easy to attach the purlin to the upper surface of the corner tree. Further facilitation of construction and cost reduction can be achieved.

【0041】請求項6に係る発明によれば、隅木をハブ
部材に簡単に接合することができ、また、隅木の両フラ
ンジ部を活用することにより、隅木に対する他部材の接
合や他部材に対する隅木の接合を容易にすることができ
る。さらに、多数の垂木及び隅木が合流するハブ部材へ
の隅木の接合作業を都合のよい方向から行うことがで
き、束材の取り付けを容易にすることもできる。
According to the invention of claim 6, the corner tree can be easily joined to the hub member, and by utilizing both flange portions of the corner tree, joining of the other member to the corner tree and the corner tree to the other member. Can be easily joined. Furthermore, the operation of joining the corners to the hub member where a large number of rafters and corners join can be performed from a convenient direction, and the attachment of the bundle can be facilitated.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る屋根架構構造の第一実施形態を説
明するための斜視図である。
FIG. 1 is a perspective view for explaining a first embodiment of a roof frame structure according to the present invention.

【図2】(a)は図1のA部拡大斜視図であり、(b)
はその組立分解図である。
2A is an enlarged perspective view of a portion A of FIG. 1, and FIG.
Is an assembly exploded view thereof.

【図3】(a)は図1のB部拡大斜視図であり、(b)
はその平面図である。
3A is an enlarged perspective view of a B part in FIG. 1, and FIG.
Is a plan view thereof.

【図4】図3(a)の組立分解図である。FIG. 4 is an exploded view of FIG. 3 (a).

【図5】(a)は図1のC部拡大斜視図であり、(b)
はその他の実施例である。
5A is an enlarged perspective view of a C portion of FIG. 1, and FIG.
Are other examples.

【図6】図1のD部拡大斜視図である。FIG. 6 is an enlarged perspective view of a D part of FIG.

【図7】図6の組立分解図である。FIG. 7 is an exploded view of FIG.

【図8】本発明に係る屋根架構構造の第二実施形態を説
明するための斜視図である。
FIG. 8 is a perspective view for explaining a second embodiment of the roof frame structure according to the present invention.

【図9】図8のE部拡大斜視図である。9 is an enlarged perspective view of a portion E of FIG.

【図10】図9の組立分解図である。10 is an exploded view of FIG. 9. FIG.

【図11】図8のF部拡大斜視図である。11 is an enlarged perspective view of an F portion of FIG.

【図12】図11の平面図である。FIG. 12 is a plan view of FIG. 11.

【符号の説明】[Explanation of symbols]

T … 建物 Ta … 木桁 1 … 小屋梁 2 … 小屋束 3 … ハブ部材 4 … 垂木 5 … 隅木 6 … 母屋 7 … 接合金具 8 … 接合金具 9 … 小屋組トラス 10 … 上弦材 11 … 下弦材 12 … 谷隅木 13 … 接合金具 14 … 山隅木 15,16,17 … 母屋 T… Building Ta ... Wooden girder 1… Hut beam 2… Hut bundle 3 ... Hub member 4 ... rafters 5 ... Sumiki 6… Purlin 7… Joining metal fittings 8… Joining metal fittings 9… House truss 10… Upper chord material 11… Lower chord material 12… Tanisumi 13… Joining metal fittings 14 ... Yamasumi 15, 16, 17 ... Purlin

───────────────────────────────────────────────────── フロントページの続き (72)発明者 石川 博光 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 (72)発明者 堀川 浩志 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 (72)発明者 田中 清文 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 (72)発明者 松永 章生 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 (72)発明者 望月 光一朗 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 (72)発明者 池田 修一 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Hiromitsu Ishikawa             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within (72) Inventor Hiroshi Horikawa             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within (72) Inventor Kiyofumi Tanaka             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within (72) Inventor Akio Matsunaga             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within (72) Inventor Koichiro Mochizuki             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within (72) Inventor Shuichi Ikeda             1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture             Nippon Light Metal Co., Ltd. Group Technology Center             Within

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 屋根の小屋梁上に立設された小屋束と、
前記小屋束の頂部に機械接合されたハブ部材と、前記ハ
ブ部材に端部が機械接合された垂木と、前記各垂木の上
面に機械接合された母屋とを含み、 前記小屋束、垂木、母屋がいずれもアルミニウム合金製
の押出形材からなることを特徴とする屋根架構構造。
1. A shed bundle standing upright on a shed beam of a roof,
A hub member mechanically joined to the top of the shed, a rafter mechanically joined to the hub member at an end, and a purlin mechanically joined to the upper surface of each rafter, the shed, rafter, purlin The roof frame structure is characterized in that both are made of extruded profiles made of aluminum alloy.
【請求項2】 前記垂木の上面と前記母屋の上下面が該
屋根の流れ面に平行に形成されたことを特徴とする請求
項1に記載の屋根架構構造。
2. The roof frame structure according to claim 1, wherein an upper surface of the rafter and upper and lower surfaces of the purlin are formed parallel to a flow surface of the roof.
【請求項3】 前記ハブ部材が垂木接合腕を備え、 前記垂木が、前記垂木接合腕に上から嵌合される下向き
開放溝と両側のフランジとを備えたハット形断面であ
る、ことを特徴とする請求項2に記載の屋根架構構造。
3. The hub member includes a rafter joint arm, and the rafter has a hat-shaped cross section including a downward opening groove that is fitted into the rafter joint arm from above and flanges on both sides. The roof frame structure according to claim 2.
【請求項4】 前記ハブ部材に端部が機械接合された隅
木を含み、該隅木の上面にも前記母屋が機械接合され、
該隅木がアルミニウム合金製の押出形材からなることを
特徴とする請求項1乃至請求項3のいずれか一項に記載
の屋根架構構造。
4. The hub member includes a corner tree whose ends are mechanically joined, and the purlin is mechanically joined to an upper surface of the corner tree,
The roof frame structure according to any one of claims 1 to 3, wherein the corner wood is made of an extruded shape member made of an aluminum alloy.
【請求項5】 前記隅木の上面が、該隅木において交差
する各流れ面に平行となるように複数の傾斜面で形成さ
れたことを特徴とする請求項4に記載の屋根架構構造。
5. The roof frame structure according to claim 4, wherein an upper surface of the corner tree is formed of a plurality of inclined surfaces so as to be parallel to respective flow surfaces intersecting with each other in the corner tree.
【請求項6】 前記ハブ部材が隅木接合腕を備え、 前記隅木が、前記隅木接合腕に上から嵌合される下向き
開放溝と両側のフランジとを備えた変形ハット形断面で
ある、ことを特徴とする請求項5に記載の屋根架構構
造。
6. The deformed hat-shaped cross section, wherein the hub member includes a corner-tree connecting arm, and the corner tree includes a downward opening groove that is fitted into the corner-tree connecting arm from above and flanges on both sides. The roof frame structure according to claim 5, which is characterized.
JP2001199737A 2001-06-29 2001-06-29 Roof frame structure Abandoned JP2003013538A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001199737A JP2003013538A (en) 2001-06-29 2001-06-29 Roof frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001199737A JP2003013538A (en) 2001-06-29 2001-06-29 Roof frame structure

Publications (1)

Publication Number Publication Date
JP2003013538A true JP2003013538A (en) 2003-01-15

Family

ID=19036990

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001199737A Abandoned JP2003013538A (en) 2001-06-29 2001-06-29 Roof frame structure

Country Status (1)

Country Link
JP (1) JP2003013538A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011020512A (en) * 2009-07-14 2011-02-03 Kubota Corp Crawler tension wheel support member
KR20190110357A (en) * 2018-03-20 2019-09-30 (주)골든포스트 Roof structures of prefabricated buildings
JP2020059981A (en) * 2018-10-05 2020-04-16 アイジー工業株式会社 Roof structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011020512A (en) * 2009-07-14 2011-02-03 Kubota Corp Crawler tension wheel support member
KR20190110357A (en) * 2018-03-20 2019-09-30 (주)골든포스트 Roof structures of prefabricated buildings
KR102120369B1 (en) 2018-03-20 2020-06-08 (주)골든포스트 Roof structures of prefabricated buildings
JP2020059981A (en) * 2018-10-05 2020-04-16 アイジー工業株式会社 Roof structure
JP7042727B2 (en) 2018-10-05 2022-03-28 アイジー工業株式会社 Roof structure

Similar Documents

Publication Publication Date Title
JP2003013538A (en) Roof frame structure
JP3657432B2 (en) Roof roof structure and construction method
JP4915989B2 (en) Steel-framed mountain roof structure
JP2514578B2 (en) Mansard roof hut structure and construction method
JP3373470B2 (en) How to install truss truss members
JP3763072B2 (en) Roof unit and roof structure
JP2535656B2 (en) Building structure
JP2719076B2 (en) Building roof and construction method
JP3676587B2 (en) Building roof structure
JP3763074B2 (en) Joining structure and joining member of diagonal material and horizontal member
JP2530705B2 (en) Yard roof unit
JP3698059B2 (en) Gable roof roof structure
JP2003013537A (en) Roof frame structure
JPH1030300A (en) Roof truss structure
JP2529374B2 (en) Roof unit
JPH07109113B2 (en) Roof unit
JP3550108B2 (en) Roof structure of building and method of building the same
JPH07122298B2 (en) Roof structure
JP5844102B2 (en) Roof structure
JPH07252904A (en) Roof truss
JPH083224B2 (en) Frame structure of the ridge
JP2000096758A (en) Framework structure for hip roof and construction method therefor
JPH0515859B2 (en)
JPH11315610A (en) Roof truss construction method in wooden architecture
JPH1136503A (en) Roof structure of building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060628

A762 Written abandonment of application

Free format text: JAPANESE INTERMEDIATE CODE: A762

Effective date: 20061027