JPH11159045A - Assembled roof - Google Patents

Assembled roof

Info

Publication number
JPH11159045A
JPH11159045A JP34424797A JP34424797A JPH11159045A JP H11159045 A JPH11159045 A JP H11159045A JP 34424797 A JP34424797 A JP 34424797A JP 34424797 A JP34424797 A JP 34424797A JP H11159045 A JPH11159045 A JP H11159045A
Authority
JP
Japan
Prior art keywords
girder
receiving
rafter
members
roof
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.)
Pending
Application number
JP34424797A
Other languages
Japanese (ja)
Inventor
Masayuki Kudo
雅之 工藤
Masaru Morooka
賢 諸岡
Shigeru Yoshida
茂 吉田
Mamoru Kuwamoto
護 桑本
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.)
YKK AP Inc
Original Assignee
YKK AP Inc
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 YKK AP Inc filed Critical YKK AP Inc
Priority to JP34424797A priority Critical patent/JPH11159045A/en
Publication of JPH11159045A publication Critical patent/JPH11159045A/en
Pending legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an assembled roof capable of making a bearing beam to bear a rafter member for general used and freely applicable to different bending radii. SOLUTION: Plural rafter members 5 are arranged in radial configuration in a plane view to form curved portions 1a of a roof in a horizontal plane. In this case, inside beam members inside the curved portions 1a to support the rafter members 5 are constructed by inside bearing beams 11, 12 to bear the rafter member 5 and an inside connecting beam 13 arranged between the inside bearing beams 11, 12. Outside beam members outside the curved portions 1a to support the rafter members 5 are constructed by outside bearing beams 16, 17 and an outside connecting beam 18 arranged between the outside bearing beams 16, 17.

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、停留所、駐輪場、
渡り廊下、アプローチ等を構成する組立屋根に関し、特
にその曲がり部の構造に関するものである。
TECHNICAL FIELD The present invention relates to a stop, a bicycle parking lot,
The present invention relates to an assembled roof that constitutes a corridor, an approach, and the like, and particularly to a structure of a bent portion thereof.

【0002】[0002]

【従来の技術】実公平8−6968号公報には、従来の
組立屋根の曲がり部(コーナー部)の構造が記載されて
いる。この組立屋根のコーナー部には、垂木と屋根葺き
材押えとから成る複数本の垂木部材が、外側に向かって
放射状に配設されると共に、この垂木部材を支持する一
対のコーナー桁が、それぞれ段階的に折れ曲がるように
して配設されている。内側のコーナー桁は、平面視台形
の複数の部分桁を連結して構成され、各部分桁の中央に
垂木部材の端部が取り付けられている。また、外側のコ
ーナー桁は、平面視台形の複数の部分桁と、部分桁間に
配設した複数の連結桁とを交互に連結して構成され、各
部分桁の中央に垂木部材の端部が取り付けられている。
2. Description of the Related Art Japanese Utility Model Publication No. 8-6968 describes a structure of a bent portion (corner portion) of a conventional assembled roof. At the corner of this assembled roof, a plurality of rafter members composed of rafters and a roofing material retainer are radially arranged outward and a pair of corner girders supporting the rafter members are respectively provided. It is arranged so as to be bent in a stepwise manner. The inner corner girder is configured by connecting a plurality of trapezoidal partial girders in plan view, and the end of the rafter member is attached to the center of each partial girder. Further, the outer corner girder is formed by alternately connecting a plurality of partial girders having a trapezoidal shape in a plan view and a plurality of connecting girders arranged between the partial girders. Is attached.

【0003】[0003]

【発明が解決しようとする課題】このような組立屋根で
は、コーナー外側のアール(曲げ半径)の大小は、連結
桁の長さで調整可能であるが、コーナー内側のアールの
大小は、内側の部分桁の長短で調整する必要があり、内
側の部分桁は、コーナー部のアール寸法により異なる専
用の部品とする必要があった。また、コーナー外側で
は、連結桁に屋根葺き材(パネル)押えを設ければ「あ
おり」に対処できるが、コーナー内側では、部分桁が長
い場合(アールが大)に、部分桁自体に屋根葺き材押え
を設ける必要があり、この点でも、内側の部分桁を専用
の部品とする必要があった。
In such an assembled roof, the size of the radius (bending radius) outside the corner can be adjusted by the length of the connecting girder, but the size of the radius inside the corner is small. It was necessary to adjust the length of the partial girder, and the inner partial girder had to be a dedicated part that varied depending on the radius of the corner. On the outside of the corner, if the connecting girder is provided with a roofing material (panel) retainer, it is possible to cope with "tilting". On the inside of the corner, if the partial girder is long (the radius is large), the partial girder itself is In this respect, it was necessary to provide a material retainer, and in this regard, the inner partial girder had to be a dedicated part.

【0004】本発明は、垂木部材を受ける受け桁を汎用
的なものとすることができると共に、異なる曲げ半径に
自在に対応させることがてきる組立屋根を提供すること
をその目的としている。
[0004] It is an object of the present invention to provide an assembling roof in which a receiving girder for receiving rafter members can be made general-purpose, and can be adapted to different bending radii.

【0005】[0005]

【課題を解決するための手段】本発明の組立屋根は、複
数本の垂木部材を平面視放射状に配置し、水平面内にお
ける屋根の湾曲部を構成する組立屋根において、垂木部
材を支持する湾曲部内側の内側桁部材を、垂木部材を受
ける内側受け桁と内側受け桁間に配設した内側連結桁と
で構成し、且つ垂木部材を支持する湾曲部外側の外側桁
部材を、垂木部材を受ける外側受け桁と外側受け桁間に
配設した外側連結桁とで構成したことを特徴とする。
According to the present invention, there is provided an assembled roof in which a plurality of rafter members are radially arranged in a plan view, and a curved portion for supporting a rafter member in an assembled roof constituting a curved portion of a roof in a horizontal plane. The inner inner girder member includes an inner girder receiving the rafter member and an inner connecting girder disposed between the inner girder members, and the outer girder member outside the curved portion supporting the rafter member receives the rafter member. It is characterized by comprising an outer receiving girder and an outer connecting girder disposed between the outer receiving girder.

【0006】この構成によれば、垂木部材を支持する湾
曲部内側の内側桁部材を、垂木部材を受ける内側受け桁
と内側受け桁間に配設した内側連結桁とで構成している
ため、湾曲部の曲げ角度を、内側受け桁の個数で調整す
ることができ、且つ湾曲部の内側の湾曲半径を内側連結
桁の長さで調整することができる。同様に、垂木部材を
支持する湾曲部外側の外側桁部材を、垂木部材を受ける
外側受け桁と外側受け桁間に配設した外側連結桁とで構
成しているため、湾曲部の曲げ角度を、外側受け桁の個
数で調整することができ、且つ湾曲部の外側の湾曲半径
を外側連結桁の長さで調整することができる。したがっ
て、内側連結桁および外側連結桁は、湾曲部の半径の影
響を受けて専用的な部材となるが、内側受け桁および外
側受け桁は、汎用的な部材とすることができる。また、
内側受け桁および外側受け桁は、段階的ではあるが、そ
の個数を持って湾曲部の曲げ角度に自在に対応させるこ
とができる。なお、専用的な部材である内側連結桁およ
び外側連結桁に、屋根葺き材を押さえる押さえ部材を形
成することが好ましい。
According to this structure, the inner girder member inside the curved portion supporting the rafter member is constituted by the inner receiving girder receiving the rafter member and the inner connecting girder disposed between the inner receiving girder. The bending angle of the bending portion can be adjusted by the number of the inner receiving girders, and the bending radius inside the bending portion can be adjusted by the length of the inner connecting girder. Similarly, since the outer girder member outside the curved portion that supports the rafter member is composed of the outer receiving girder receiving the rafter member and the outer connecting girder disposed between the outer receiving girder, the bending angle of the curved portion is reduced. The number of the outer receiving girders can be adjusted, and the radius of curvature outside the bending portion can be adjusted by the length of the outer connecting girder. Therefore, the inner connecting girder and the outer connecting girder are dedicated members under the influence of the radius of the curved portion, but the inner receiving girder and the outer receiving girder can be general-purpose members. Also,
Although the number of the inner and outer receiving girders is gradual, the number thereof can be adapted to the bending angle of the bending portion with their numbers. In addition, it is preferable to form a holding member for holding the roofing material on the inner connecting girder and the outer connecting girder which are exclusive members.

【0007】この場合、内側受け桁とこれに対応する外
側受け桁とが相互に平行に配設され、且つ内側連結桁と
これに対応する外側連結桁とが相互に平行に配設されて
いることが、好ましい。
In this case, the inner receiving girder and the corresponding outer receiving girder are arranged parallel to each other, and the inner connecting girder and the corresponding outer connecting girder are arranged parallel to each other. Is preferred.

【0008】この構成によれば、専用的な部材である内
側連結桁および外側連結桁に、屋根葺き材を押さえる押
さえ部材を形成すれば、押さえ部材に係止される屋根葺
き材の両端部を平行に形成することができ、湾曲部にお
ける屋根葺き材の加工を容易なものとすることができ
る。
According to this structure, if the holding members for holding the roofing material are formed on the inner connecting girder and the outer connecting girder which are the exclusive members, the both ends of the roofing material locked by the holding member are formed. They can be formed in parallel, and processing of the roofing material in the curved portion can be facilitated.

【0009】本発明の他の組立屋根は、複数本の垂木部
材を側面視放射状に配置し、鉛直面内における屋根の湾
曲部を構成する組立屋根において、垂木部材を支持する
一対の湾曲桁部材を、それぞれ垂木部材を受ける受け桁
と受け桁間に配設した連結桁とで構成したことを特徴と
する。
In another assembled roof according to the present invention, a plurality of rafter members are radially arranged in a side view to form a curved portion of the roof in a vertical plane. And a connecting girder disposed between the receiving girder and the receiving girder.

【0010】この構成によれば、垂木部材を支持する一
対の湾曲桁部材を、それぞれ垂木部材を受ける受け桁と
受け桁間に配設した連結桁とで構成しているため、湾曲
部の曲げ角度を、受け桁の個数で調整することがてき、
且つ湾曲部の湾曲半径を連結桁で調整することができ
る。したがって、連結桁は湾曲部の半径の影響を受けて
専用的な部材となるが、受け桁は汎用的な部材とするこ
とができる。また、受け桁は、段階的ではあるが、その
個数を持って湾曲部の曲げ角度に自在に対応させること
ができる。
According to this structure, the pair of curved girder members for supporting the rafter members are each constituted by the receiving girder receiving the rafter members and the connecting girder disposed between the receiving girder members. The angle can be adjusted by the number of girders,
In addition, the bending radius of the bending portion can be adjusted by the connecting girder. Therefore, the connecting girder becomes a dedicated member under the influence of the radius of the curved portion, but the receiving girder can be a general-purpose member. Although the number of the receiving girders is stepwise, the number of the girders can be freely adjusted to the bending angle of the bending portion with the number thereof.

【0011】[0011]

【発明の実施の形態】以下、添付の図面を参照して、本
発明の一実施形態に係る組立屋根を適用した組立建物に
ついて説明する。この組立建物は、停留所、駐輪場、渡
り廊下、アプローチ等における雨除け・日除けとして設
置されるものであり、図1および図2は、水平面内にお
いて組立屋根が直角に湾曲した湾曲部の外観図である。
これらの図に示すように、この組立建物1は、湾曲部1
aの内側に2本の支柱2を有すると共に、外側に3本の
支柱2を有し、これら支柱2の上端に梁を設けることな
く、組立屋根であるアーチ状の屋根本体3が直接、載置
固定されている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing an assembled building to which an assembled roof according to an embodiment of the present invention is applied. This assembled building is installed as a rain shield or a sunshade at a stop, a bicycle parking lot, a corridor, an approach, and the like. FIGS. 1 and 2 are external views of a curved portion where an assembled roof is curved at a right angle in a horizontal plane. .
As shown in these figures, this assembled building 1 has a curved portion 1
a, two pillars 2 are provided inside and three pillars 2 are provided outside, and an arched roof body 3 which is an assembled roof is directly mounted without providing a beam at the upper end of these pillars 2. Fixed.

【0012】屋根本体3は、支柱2の上端間に掛け渡し
た前後一対の桁材4a,4bと、一対の桁材4a,4b
間にアーチ状に掛け渡した複数本の垂木部材5と、複数
本の垂木部材5の頂部間にこれらを連結するように渡し
た母屋6と、複数の垂木部材5間に装着した屋根葺き材
である複数枚のパネル7とで、構成されている。この湾
曲部1aにおける複数本の垂木部材5は平面視放射状に
配設され、これに合わせてパネル7は平面視台形に形成
されている。
The roof main body 3 includes a pair of front and rear girder members 4a and 4b spanned between upper ends of the columns 2, and a pair of girder members 4a and 4b.
A plurality of rafter members 5 spanned in an arch-like manner, a purlin 6 passing between the tops of the plurality of rafter members 5 so as to connect them, and a roofing material mounted between the plurality of rafter members 5 And a plurality of panels 7. The plurality of rafter members 5 in the curved portion 1a are arranged radially in a plan view, and the panel 7 is formed in a trapezoidal shape in a plan view.

【0013】図3に示すように、上記一対の桁材4a,
4bのうち、湾曲部1aを基準にして内側に位置する桁
材4aは、湾曲部1aの両端において垂木部材5を受け
る2個の第1内側受け桁11と、湾曲部1aの中間にお
いて垂木部材5を受ける2個の第2内側受け桁12と、
第1・第2内側受け桁11,12間および第2内側受け
桁12,12間に配設した3個の内側連結桁13と、湾
曲部1aを挟んでその両端に連なる2本の内側直線桁1
4とで構成されている。同様に、外側に位置する桁材4
bは、湾曲部1aの両端において垂木部材5を受ける2
個の第1外側受け桁16と、湾曲部1aの中間において
垂木部材5を受ける2個の第2外側受け桁17と、第1
・第2外側受け桁間16,17および第2外側受け桁1
7,17間に配設した3個の外側連結桁18と、湾曲部
1aを挟んでその両端に連なる2本の外側直線桁19と
で構成されている。
As shown in FIG. 3, the pair of beam members 4a, 4a,
Among the 4b, the girder member 4a located on the inner side with respect to the curved portion 1a includes two first inner receiving girders 11 that receive the rafter members 5 at both ends of the curved portion 1a, and a rafter member in the middle of the curved portion 1a. Two second inner receiving girders 12 for receiving 5;
Three inner connecting girders 13 disposed between the first and second inner receiving girders 11 and 12 and between the second inner receiving girders 12 and 12, and two inner straight lines connected to both ends thereof with the curved portion 1a interposed therebetween. Digit 1
4. Similarly, the outer girders 4
b receives the rafter members 5 at both ends of the curved portion 1a 2
First outer receiving girders 16, two second outer receiving girders 17 for receiving the rafter member 5 in the middle of the curved portion 1 a,
.Second outer girder spacing 16, 17 and second outer girder 1
It comprises three outer connecting girders 18 arranged between 7, 17 and two outer linear girders 19 connected to both ends of the bending portion 1a.

【0014】また、第1内側受け桁11を挟んで内側直
線桁14および内側連結桁13間には、その中空部内
に、1箇所に曲がり部分を有する第1内側補強部材21
が取り付けられ、第2内側受け桁12を挟んで両内側連
結桁13,13間には、その中空部内に、2箇所に曲が
り部分を有する第2内側補強部材22が取り付けられて
いる。同様に、第1外側受け桁16を挟んで外側直線桁
19および外側連結桁18間には、その中空部内に、1
箇所に曲がり部分を有する第1外側補強部材23が取り
付けられ、第2外側受け桁17を挟んで両外側連結桁1
8,18間には、その中空部内に、2箇所に曲がり部分
を有する第2外側補強部材24が取り付けられている。
なお、第1内側受け桁11と第1外側受け桁16とは、
同一の長さに形成され、第2内側受け桁12と第2外側
受け桁17とは、同一の長さに形成されている。
A first inner reinforcing member 21 having a single bent portion in the hollow portion between the inner straight girder 14 and the inner connecting girder 13 across the first inner receiving girder 11.
A second inner reinforcing member 22 having two bent portions is mounted in the hollow portion between the two inner connecting girders 13 with the second inner receiving girder 12 interposed therebetween. Similarly, between the outer straight girder 19 and the outer connecting girder 18 across the first outer receiving girder 16, 1
A first outer reinforcing member 23 having a bent portion is attached at a location, and both outer connecting beams 1 are sandwiched across the second outer receiving beam 17.
A second outer reinforcing member 24 having two bent portions is mounted in the hollow portion between 8, 8.
The first inner receiving girder 11 and the first outer receiving girder 16 are
The second inner receiving girder 12 and the second outer receiving girder 17 are formed to have the same length, and have the same length.

【0015】内側直線桁14と外側直線桁19とは、長
尺ものとして同一のものであり、湾曲部1a側の端面が
直角に形成(切断)されている。内側直線桁14に連結
される第1内側受け桁11は、内側直線桁14側の端面
が直角に形成され、内側連結桁13側の端面が斜め7.
5°の角度に形成されている。同様に、外側直線桁19
に連結される第1外側受け桁16は、外側直線桁19側
の端面が直角に形成され、外側連結桁18側の端面が斜
め7.5°の角度に形成されている。第1内側受け桁1
1と第1外側受け桁16とは、それぞれ対向して対を為
しており、相互に平行に配設されている。そして、この
部分では、第1内側受け桁11と内側直線桁14とが、
また第1外側受け桁16と外側直線桁19とが、それぞ
れ垂木部材5をその幅方向の半部づつを受けている。
The inner straight girder 14 and the outer straight girder 19 are the same as long ones, and the end face on the curved portion 1a side is formed (cut) at a right angle. In the first inner receiving girder 11 connected to the inner straight girder 14, the end face on the inner straight girder 14 side is formed at a right angle, and the end face on the inner connecting girder 13 side is inclined.
It is formed at an angle of 5 °. Similarly, the outer straight girder 19
The first outer receiving girder 16 is formed such that the end face on the outer straight girder 19 side is formed at a right angle, and the end face on the outer connecting girder 18 side is formed at an angle of 7.5 °. 1st inner girder 1
The 1 and the first outer receiving spars 16 are opposed to each other and form a pair, and are arranged in parallel with each other. And, in this part, the first inner receiving girder 11 and the inner straight girder 14 are
Further, the first outer receiving girder 16 and the outer straight girder 19 receive the rafter members 5 by half in the width direction, respectively.

【0016】第2内側受け桁12と第2外側受け桁17
とは、いずれも両端面が斜めに形成され、両端面の為す
角度が15°となっている。第2内側受け桁12と第2
外側受け桁17とは、それぞれ対向して対を為してお
り、相互に平行に配設されている。そして、この部分で
は、第2内側受け桁12および第2外側受け桁17は、
それぞれその中心位置で垂木部材5を受けている。
Second inner receiving girder 12 and second outer receiving girder 17
Means that both end faces are formed obliquely, and the angle formed by both end faces is 15 °. The second inner girder 12 and the second
The outer receiving girders 17 are opposed to each other and form a pair, and are arranged in parallel with each other. And in this part, the second inner receiving girder 12 and the second outer receiving girder 17 are
The rafter members 5 are received at the respective center positions.

【0017】内側連結桁13は、比較的短いものであ
り、両端面が斜めに形成され、その為す角度が15°と
なっている。外側連結桁18は、比較的長いものであ
り、この場合も両端面が斜めに形成され、その為す角度
が15°となっている。このように、内側桁部材を構成
する第1内側受け桁11、第2内側受け桁12および内
側連結桁13のそれぞれの端面が斜めに形成され、且つ
外側桁部材を構成する第1外側受け桁16、第2外側受
け桁17および外側連結桁18のそれぞれの端面が斜め
に形成されることにより、湾曲部1aが多角形を為して
90°に湾曲している。また、この湾曲部1aに配設さ
れている計4本の垂木部材5は、相互に30°の角度を
為して内側から外側に向かって放射状に延在している。
The inner connecting girder 13 is relatively short, and its both end surfaces are formed obliquely, and the angle formed thereby is 15 °. The outer connecting girder 18 is relatively long, and in this case also, both end faces are formed obliquely, and the angle formed thereby is 15 °. In this manner, the end faces of the first inner receiving girder 11, the second inner receiving girder 12 and the inner connecting girder 13 constituting the inner girder member are formed obliquely, and the first outer receiving girder constituting the outer girder member. By forming the end faces of the second outer receiving girder 17, the second outer girder 17 and the outer connecting girder 18 at an angle, the curved portion 1a is formed into a polygon and curved at 90 °. In addition, a total of four rafter members 5 arranged in the curved portion 1a extend radially from the inside to the outside at an angle of 30 ° to each other.

【0018】ここで、図4を参照して、垂木部材5の断
面構造と、内側連結桁13を例とする湾曲部1aにおけ
る各桁材の断面構造について、簡単に説明する。垂木部
材5は、垂木31とパネル押え32とで構成され、長手
方向においてこれらは一体としてアーチ状に湾曲してい
る。垂木31の上面とパネル押え32の下面との間に
は、左右一対の呑込み溝33が形成され、呑込み溝33
には左右にパネル7の側縁部が挿入され、水密に固定さ
れている。
Here, with reference to FIG. 4, the cross-sectional structure of the rafter member 5 and the cross-sectional structure of each girder material in the curved portion 1a of which the inner connecting girder 13 is an example will be briefly described. The rafter member 5 is composed of a rafter 31 and a panel retainer 32, which are integrally arched in the longitudinal direction. A pair of left and right swallowing grooves 33 is formed between the upper surface of the rafter 31 and the lower surface of the panel retainer 32.
The side edges of the panel 7 are inserted into the left and right sides, and are fixed watertight.

【0019】内側連結桁13は、中空の桁本体41と、
桁本体41の下端から側方に湾曲して延びる樋部42
と、パネル押え部材43とを有している。また、桁本体
41の中空内部には、第2内側補強部材(第1内側補強
部材21)22が固定されている。桁本体41の上部
は、アーチ状の屋根本体3に合わせて屋根形に形成さ
れ、内側の斜面には垂木部材(垂木31)5を取り付け
るための一対の取付片44,44が斜め延設され、外側
の斜面には、パネル押え部材43がねじ止めされてい
る。そして、パネル押え部材43と桁本体41との間に
形成したパネル呑込み溝45に、パネル7の前後の縁部
が固定されている。
The inner connecting girder 13 includes a hollow girder main body 41,
A gutter portion 42 that extends sideways from the lower end of the girder body 41
And a panel pressing member 43. A second inner reinforcing member (first inner reinforcing member 21) 22 is fixed in the hollow interior of the girder main body 41. The upper part of the girder main body 41 is formed in a roof shape in conformity with the arched roof main body 3, and a pair of mounting pieces 44, 44 for mounting the rafter members (rafters 31) 5 are diagonally extended on the inner slope. A panel pressing member 43 is screwed to the outer slope. The front and rear edges of the panel 7 are fixed to a panel swallowing groove 45 formed between the panel holding member 43 and the beam main body 41.

【0020】桁本体41の下面には、断面「C」字状の
あり溝46が形成され、このあり溝46の部分で、内側
連結桁13が支柱2の上端に固定されるようになってい
る。なお、内側連結桁13および外側連結桁18には、
パネル押え部材43が取り付けられているが、第1内側
受け桁11、第2内側受け桁12、第1外側受け桁16
および第2外側受け桁17では、雨水を円滑に流下させ
得るように、パネル押え部材43は省略されている(図
3参照)。
On the lower surface of the girder main body 41, a dovetail groove 46 having a C-shaped cross section is formed, and the inner connecting girder 13 is fixed to the upper end of the column 2 at the part of the dovetail groove 46. I have. In addition, the inner connecting girder 13 and the outer connecting girder 18 have
The panel holding member 43 is attached, but the first inner receiving girder 11, the second inner receiving girder 12, the first outer receiving girder 16 are provided.
Also, in the second outer receiving girder 17, the panel pressing member 43 is omitted so that rainwater can flow down smoothly (see FIG. 3).

【0021】以上のように、本実施形態によれば、湾曲
部1aにおける内側の桁材4aを、垂木部材5を支持す
る第1、第2両内側受け桁11,12とこれらを連結す
る内側連結桁13とで構成しているため、湾曲部1aの
曲げ角度を、第2内側受け桁12の個数で調整すること
ができ、且つ湾曲部1aの内側の湾曲半径を内側連結桁
13の長さで調整することができる。全く同様に、湾曲
部1aにおける外側の桁材4bを、垂木部材5を支持す
る第1、第2両外側受け桁16,17とこれらを連結す
る外側連結桁18とで構成しているため、湾曲部1aの
曲げ角度を、第2外側受け桁17の個数で調整すること
ができ、且つ湾曲部1aの外側の湾曲半径を外側連結桁
18の長さで調整することができる。
As described above, according to the present embodiment, the inner girder 4a in the curved portion 1a is connected to the first and second inner receiving girder 11, 12 for supporting the rafter member 5 and the inner girder connecting them. Since it is composed of the connecting girder 13, the bending angle of the bending portion 1 a can be adjusted by the number of the second inner receiving girder 12, and the bending radius inside the bending portion 1 a can be adjusted to the length of the inner connection girder 13. You can adjust it. Similarly, since the outer girder 4b in the curved portion 1a is composed of the first and second outer receiving girder 16, 17 for supporting the rafter member 5, and the outer connecting girder 18 for connecting them. The bending angle of the bending portion 1 a can be adjusted by the number of the second outer receiving girders 17, and the bending radius outside the bending portion 1 a can be adjusted by the length of the outer connecting girder 18.

【0022】なお、この実施形態における湾曲部1aの
曲げ角度は、角度30°、角度60°、角度90°等、
30°刻みで選択することができる。もっとも、各桁の
端面の角度をより小さくすれば、選択幅が広がること
は、いうまでもない。このように、湾曲部1aの曲げ角
度は、第2内側受け桁12および第2外側受け桁17の
個数で決定されるため、これらを角度調整用の汎用部材
とすることができる。
The bending angle of the bending portion 1a in this embodiment is, for example, 30 °, 60 °, 90 °, or the like.
Can be selected in 30 ° increments. Needless to say, if the angle of the end face of each girder is made smaller, the selection range is expanded. As described above, since the bending angle of the curved portion 1a is determined by the number of the second inner receiving girder 12 and the second outer receiving girder 17, these can be used as general-purpose members for angle adjustment.

【0023】また、内側連結桁13の端面および外側連
結桁18の端面も斜めに形成されているため、各受け桁
11,12,16,17側の角度を極端に大きくする必
要がなく、これらを無理なく連結することができる。さ
らに、相互に平行に配設した内側連結桁13と外側連結
桁18とにのみ、パネル押さえ部材43を取り付けるよ
うにしているため、台形に形成したパネル7を無理なく
装着することができる。
Since the end faces of the inner connecting girder 13 and the outer connecting girder 18 are also formed obliquely, it is not necessary to make the angles of the receiving girders 11, 12, 16, 17 extremely large. Can be connected without difficulty. Further, since the panel holding member 43 is attached only to the inner connecting girder 13 and the outer connecting girder 18 arranged in parallel with each other, the trapezoidal panel 7 can be easily mounted.

【0024】次に、図5、図6および図7を参照して、
本発明の第2実施形態について説明する。この実施形態
の組立建物1は、図5に示すように、平坦な部分から登
り坂になる部分に設置されている。この組立建物1で
は、4組の支柱2の上端に組立屋根である屋根本体3が
載置固定されており、屋根本体3が中間の湾曲部1b
で、登り坂に沿うように上向きに湾曲(角度20°)し
ている。この場合も屋根本体3は、前後一対の桁材4と
複数本の垂木部材5と母屋6と複数枚のパネル7とで構
成されている。また、湾曲部1bにおける複数本の垂木
部材5は側面視放射状に配設される一方、パネル7は平
面視鼓形に形成されている。
Next, referring to FIG. 5, FIG. 6 and FIG.
A second embodiment of the present invention will be described. As shown in FIG. 5, the prefabricated building 1 of this embodiment is installed in a portion where a flat portion goes uphill. In this assembled building 1, a roof body 3 as an assembled roof is placed and fixed on the upper ends of four sets of columns 2, and the roof body 3 is an intermediate curved portion 1b.
And is curved upward (at an angle of 20 °) along the uphill. Also in this case, the roof main body 3 includes a pair of front and rear girder members 4, a plurality of rafter members 5, a purlin 6, and a plurality of panels 7. The plurality of rafter members 5 in the curved portion 1b are arranged radially in a side view, while the panel 7 is formed in a drum shape in a plan view.

【0025】図6に示すように、各桁材4は、湾曲部1
bの両端において垂木部材5を受ける2個の第1受け桁
51と、湾曲部1bの中間において垂木部材5を受ける
1個の第2受け桁52と、第1・第2受け桁51,52
間に配設した2個の連結桁53と、湾曲部1bを挟んで
その両端に連なる2本の直線桁54とで構成されてい
る。
As shown in FIG. 6, each of the beam members 4 has a curved portion 1.
b, two first receiving girders 51 for receiving the rafter members 5 at both ends, a single receiving girder 52 for receiving the rafter members 5 in the middle of the curved portion 1b, and first and second receiving girders 51, 52.
It is composed of two connecting girders 53 disposed therebetween and two straight girders 54 connected to both ends of the bending part 1b with the bending part 1b interposed therebetween.

【0026】また、詳細は後述するが、第1受け桁51
を挟んで直線桁54および連結桁53間には、その中空
部内に、1箇所に曲がり部分を有する第1下部補強部材
61と、第1側部補強部材62とが取り付けられ、第2
受け桁52を挟んで両連結桁53,53間には、その中
空部内に、2箇所に曲がり部分を有する第2下部補強部
材63と、第2側部補強部材64とが取り付けられてい
る。さらに、第1受け桁51と連結桁53との間、およ
び第2受け桁52と連結桁53との間には、上部補強部
材65がそれぞれ取り付けられている。
Although details will be described later, the first receiving beam 51
A first lower reinforcing member 61 having a bent portion at one place and a first side reinforcing member 62 are attached between the linear girder 54 and the connecting girder 53 in the hollow portion thereof,
A second lower reinforcing member 63 having two bent portions and a second side reinforcing member 64 are mounted in the hollow space between the two connecting girders 53 with the receiving girder 52 therebetween. Further, upper reinforcing members 65 are attached between the first receiving girder 51 and the connecting girder 53 and between the second receiving girder 52 and the connecting girder 53, respectively.

【0027】第1実施形態と同様に、直線桁54の端面
は直角に形成され、第1受け桁51の一方の端面は斜め
2.5°の角度に形成されている。また、第2受け桁5
2および連結桁53は、両端面が斜め5°の角度に形成
されている。このように、湾曲部1bの湾曲桁部材を構
成する第1受け桁51、第2受け桁52および連結桁5
3のそれぞれの端面が斜めに形成されることにより、湾
曲部1bが多角形を為して20°に湾曲している。ま
た、この湾曲部1bに配設されている計3本の垂木部材
5は、相互に10°の角度を為して上側から下側に向か
って放射状に延在している。
As in the first embodiment, the end face of the straight girder 54 is formed at a right angle, and one end face of the first receiving girder 51 is formed at an oblique angle of 2.5 °. In addition, the second receiving column 5
Both ends of the 2 and the connecting girder 53 are formed at an oblique angle of 5 °. As described above, the first receiving girder 51, the second receiving girder 52, and the connecting girder 5 constituting the curved girder member of the bending portion 1 b are provided.
3 is formed obliquely, so that the curved portion 1b forms a polygon and is curved at 20 °. Further, a total of three rafter members 5 arranged in the curved portion 1b extend radially from the upper side to the lower side at an angle of 10 ° to each other.

【0028】ここで、図7を参照して、垂木部材5の断
面構造と、連結桁54を例とする湾曲部1bにおける各
桁材の断面構造について、簡単に説明する。第1実施形
態と同様に、垂木部材5は、垂木31とパネル押え32
とで構成され、呑込み溝33には、湾曲部1bの角度に
合わせてパネル7の側縁部が斜めに挿入されている。
Here, with reference to FIG. 7, the cross-sectional structure of the rafter member 5 and the cross-sectional structure of each girder member in the curved portion 1b of the connecting girder 54 will be briefly described. As in the first embodiment, the rafter member 5 includes a rafter 31 and a panel retainer 32.
The side edge of the panel 7 is obliquely inserted into the swallowing groove 33 in accordance with the angle of the curved portion 1b.

【0029】連結桁53も第1実施形態と同様に、中空
の桁本体41と、樋部42と、パネル押え部材43とを
有している。また、桁本体41の中空内部には、その底
面に位置して上記の第2下部補強部材(第1下部補強部
材61)63が固定され、内側面に位置して上記の第2
側部補強部材(第1側部補強部材62)64が固定さ
れ、さらに天面に位置して上部補強部材65が固定され
ている。なお、連結桁53には、パネル押え部材43が
取り付けられているが、第1受け桁51および第2受け
桁52では、雨水を円滑に流下させ得るように、パネル
押え部材43は省略されている(図6参照)。
Similarly to the first embodiment, the connecting girder 53 has a hollow girder main body 41, a gutter portion 42, and a panel pressing member 43. Further, the second lower reinforcing member (first lower reinforcing member 61) 63 is fixed to the inside of the hollow of the girder main body 41 at the bottom surface thereof, and the second lower reinforcing member 61 is positioned at the inner surface thereof.
A side reinforcing member (first side reinforcing member 62) 64 is fixed, and an upper reinforcing member 65 is fixed on the top surface. The panel girder 53 is attached to the connecting girder 53. However, the first girder 51 and the second girder 52 omit the panel girder 43 so that rainwater can flow down smoothly. (See FIG. 6).

【0030】以上のように、第2本実施形態によれば、
湾曲部1bにおける桁材を、垂木部材5を支持する第
1、第2両受け桁51,52とこれらを連結する連結桁
53とで構成しているため、湾曲部1bの曲げ角度を、
第2受け桁52の個数で調整することができ、且つ湾曲
部1bの湾曲半径を連結桁53の長さで調整することが
できる。なお、この実施形態における湾曲部1bの曲げ
角度は、角度10°、角度20°、角度30°、角度4
0°等、10°刻みで選択することができる。もっと
も、各桁51,52,53の端面の角度をより小さくす
れば、選択幅が広がることは、いうまでもない。このよ
うに、湾曲部1bの曲げ角度は、第2受け桁52の個数
で決定されため、これを角度調整用の汎用部材とするこ
とができる。
As described above, according to the second embodiment,
Since the beam in the curved portion 1b is composed of the first and second receiving beams 51 and 52 supporting the rafter member 5 and the connecting beam 53 connecting these beams, the bending angle of the curved portion 1b is
The number of the second receiving beams 52 can be adjusted, and the bending radius of the bending portion 1b can be adjusted by the length of the connecting beam 53. The bending angle of the bending portion 1b in this embodiment is 10 degrees, 20 degrees, 30 degrees, and 4 degrees.
It can be selected in increments of 10 °, such as 0 °. Needless to say, if the angle of the end face of each of the columns 51, 52, 53 is made smaller, the selection range is expanded. As described above, since the bending angle of the bending portion 1b is determined by the number of the second receiving girders 52, this can be used as a general-purpose member for angle adjustment.

【0031】なお、第2実施形態では、平坦部から上向
きに湾曲する組立建物について説明したが、平坦部から
下向きに湾曲する組立建物にも適用できることは、いう
までもない。
In the second embodiment, the prefabricated building that curves upward from the flat part has been described. However, it is needless to say that the present invention can be applied to the prefabricated building that curves downward from the flat part.

【0032】[0032]

【発明の効果】以上のように、本発明の組立屋根によれ
ば、湾曲部の桁材を、垂木部材を受ける受け桁とこれら
を連結する連結桁とを、交互に連結して構成しているの
で、垂木部材を受ける受け桁を汎用的なものとすること
ができると共に、湾曲部の異なる曲げ半径に自在に対応
させることができる。
As described above, according to the assembled roof of the present invention, the girder of the curved portion is formed by alternately connecting the receiving girder receiving the rafter member and the connecting girder connecting these members. Therefore, the receiving girder receiving the rafter member can be made a general-purpose one, and can be made to freely correspond to different bending radii of the curved portion.

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

【図1】本発明の実施形態に係る組立屋根を備えた組立
建物の平面図である。
FIG. 1 is a plan view of an assembled building having an assembled roof according to an embodiment of the present invention.

【図2】実施形態に係る組立屋根を備えた組立建物の側
面図である。
FIG. 2 is a side view of an assembled building provided with an assembled roof according to the embodiment.

【図3】実施形態に係る屋根本体の湾曲部廻りの拡大平
面図である。
FIG. 3 is an enlarged plan view around a curved portion of the roof main body according to the embodiment.

【図4】実施形態に係る垂木部材および内側連結桁の拡
大断面図である。
FIG. 4 is an enlarged sectional view of a rafter member and an inner connecting girder according to the embodiment.

【図5】第2実施形態に係る組立屋根を備えた組立建物
の側面図である。
FIG. 5 is a side view of an assembled building provided with an assembled roof according to a second embodiment.

【図6】第2実施形態に係る屋根本体の湾曲部廻りの拡
大側面図である。
FIG. 6 is an enlarged side view around a curved portion of a roof main body according to a second embodiment.

【図7】第2実施形態に係る垂木部材および内側連結桁
の拡大断面図である。
FIG. 7 is an enlarged sectional view of a rafter member and an inner connecting girder according to a second embodiment.

【符号の説明】[Explanation of symbols]

1 組立建物、1a 湾曲部、1b 湾曲部、3 屋根
本体、4 桁材、5垂木部材、11 第1内側受け桁、
12 第2内側受け桁、13 内側連結桁、16 第1
外側受け桁、17 第2外側受け桁、18 内側連結
桁、51 第1受け桁、52 第2受け桁、53 連結
DESCRIPTION OF SYMBOLS 1 Assembled building, 1a curved part, 1b curved part, 3 roof main body, 4 girder members, 5 rafter members, 11 first inner receiving girder,
12 second inner girder, 13 inner connecting girder, 16 first
Outer girder, 17 Second outer girder, 18 Inner girder, 51 First girder, 52 Second girder, 53 Girder

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 複数本の垂木部材を平面視放射状に配置
し、水平面内における屋根の湾曲部を構成する組立屋根
において、 前記垂木部材を支持する湾曲部内側の内側桁部材を、前
記垂木部材を受ける内側受け桁と当該内側受け桁間に配
設した内側連結桁とで構成し、 且つ前記垂木部材を支持する湾曲部外側の外側桁部材
を、前記垂木部材を受ける外側受け桁と当該外側受け桁
間に配設した外側連結桁とで構成したことを特徴とする
組立屋根。
1. An assembled roof in which a plurality of rafter members are radially arranged in a plan view to form a curved portion of a roof in a horizontal plane, wherein the inner girder member inside the curved portion supporting the rafter member is replaced with the rafter member. And an inner connecting girder disposed between the inner receiving girder, and an outer girder member outside the curved portion supporting the rafter member, the outer receiving girder receiving the rafter member and the outer girder member. An assembling roof comprising an outer connecting girder disposed between receiving girders.
【請求項2】 前記内側受け桁とこれに対応する前記外
側受け桁とが相互に平行に配設され、 且つ前記内側連結桁とこれに対応する前記外側連結桁と
が相互に平行に配設されていることを特徴とする請求項
1に記載の組立屋根。
2. The inner receiving girder and the corresponding outer receiving girder are arranged in parallel with each other, and the inner connecting girder and the corresponding outer connecting girder are arranged in parallel with each other. The assembled roof according to claim 1, wherein:
【請求項3】 複数本の垂木部材を側面視放射状に配置
し、鉛直面内における屋根の湾曲部を構成する組立屋根
において、 前記垂木部材を支持する一対の湾曲桁部材を、それぞれ
前記垂木部材を受ける受け桁と当該受け桁間に配設した
連結桁とで構成したことを特徴とする組立屋根。
3. An assembled roof comprising a plurality of rafter members arranged radially in a side view and forming a curved portion of a roof in a vertical plane, wherein a pair of curved girder members supporting the rafter members are respectively provided by the rafter members. An assembling roof comprising: a receiving girder receiving the girder; and a connecting girder disposed between the girder receiving the girder.
JP34424797A 1997-11-27 1997-11-27 Assembled roof Pending JPH11159045A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34424797A JPH11159045A (en) 1997-11-27 1997-11-27 Assembled roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34424797A JPH11159045A (en) 1997-11-27 1997-11-27 Assembled roof

Publications (1)

Publication Number Publication Date
JPH11159045A true JPH11159045A (en) 1999-06-15

Family

ID=18367774

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34424797A Pending JPH11159045A (en) 1997-11-27 1997-11-27 Assembled roof

Country Status (1)

Country Link
JP (1) JPH11159045A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217967A (en) * 2006-02-17 2007-08-30 Shin Nikkei Co Ltd Prefabricated roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217967A (en) * 2006-02-17 2007-08-30 Shin Nikkei Co Ltd Prefabricated roof

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