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JP3086650B2 - Roof structure - Google Patents
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JP3086650B2 - Roof structure - Google Patents

Roof structure

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Publication number
JP3086650B2
JP3086650B2 JP08006630A JP663096A JP3086650B2 JP 3086650 B2 JP3086650 B2 JP 3086650B2 JP 08006630 A JP08006630 A JP 08006630A JP 663096 A JP663096 A JP 663096A JP 3086650 B2 JP3086650 B2 JP 3086650B2
Authority
JP
Japan
Prior art keywords
reinforcing member
connecting member
skeleton
width direction
reinforcing
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.)
Expired - Lifetime
Application number
JP08006630A
Other languages
Japanese (ja)
Other versions
JPH09195435A (en
Inventor
誠治 若本
嘉徳 大沢
Original Assignee
株式会社若本製作所
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Filing date
Publication date
Application filed by 株式会社若本製作所 filed Critical 株式会社若本製作所
Priority to JP08006630A priority Critical patent/JP3086650B2/en
Publication of JPH09195435A publication Critical patent/JPH09195435A/en
Application granted granted Critical
Publication of JP3086650B2 publication Critical patent/JP3086650B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、アーチ型の屋根構
造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an arched roof structure.

【0002】[0002]

【従来の技術】従来から、各種構造物においては、広い
室内空間を確保したり、あるいはデザイン上特徴のある
ものにする等といった理由から、屋根をアーチ型に構成
することが行われている。
2. Description of the Related Art Conventionally, in various structures, a roof has been arched in order to secure a large indoor space or to have a characteristic in design.

【0003】例えば、この種の屋根構造として、図13
及び図14に示すように、水平材11及び斜材12を連
結部材13を介して格子状に連結することによってアー
チ型の骨組を構成し、その表面に屋根材(図示せず)を
取付けるようにした構造は一般に知られている。
For example, as this kind of roof structure, FIG.
As shown in FIG. 14, the horizontal member 11 and the diagonal member 12 are connected in a lattice shape via the connecting member 13 to form an arch-shaped frame, and a roof member (not shown) is attached to the surface thereof. Such a structure is generally known.

【0004】この屋根の構造では、例えば、水平材11
が長方形に形成される一方で、上記斜材12が図14に
示すように台形に形成されている。また、連結部材13
は、軸体の周面に、その軸方向に延びる水平材及び斜材
取付用のフランジが放射状に突設された構成となってい
る。そして、斜材12がY軸方向に、水平材11がX軸
方向に互いに連結部材13を介して格子状に連結される
ことにより、Y軸方向中心から両側に向かって一定の曲
率で傾斜してX軸方向に所定の寸法を有するアーチ型の
骨組が構成されるようになっている。
In this roof structure, for example, a horizontal member 11
Are formed in a rectangular shape, while the diagonal member 12 is formed in a trapezoidal shape as shown in FIG. Also, the connecting member 13
Has a configuration in which a horizontal member and an oblique member mounting flange extending in the axial direction are radially protruded from a peripheral surface of a shaft body. The oblique members 12 are connected in the Y-axis direction and the horizontal members 11 are connected in the X-axis direction to each other in the form of a lattice via the connecting member 13, so that the inclined members 12 are inclined at a constant curvature from the center in the Y-axis direction to both sides. Thus, an arched frame having a predetermined dimension in the X-axis direction is configured.

【0005】また、図15及び16に示すように、必要
に応じて骨組10の升目、つまり隣合う一対の水平材1
1及び斜材12により形成される四角形の空間におい
て、相対向する連結部材13に亘って補強材14を取付
けることにより骨組10の強度を高めることが行われて
いる。
[0005] As shown in FIGS. 15 and 16, if necessary, the squares of the frame 10, that is, a pair of adjacent horizontal members 1.
In the quadrangular space formed by the first and diagonal members 12, the strength of the skeleton 10 is increased by attaching the reinforcing members 14 across the connecting members 13 opposed to each other.

【0006】[0006]

【発明が解決しようとする課題】ところで、上記の補強
材14としては、多くの場合、鋼製の棒材やアンカーが
用いられており、骨組10の厚み方向(屋根の曲率半径
方向)に寸法を有する板材等が用いられることは殆どな
かった。
In many cases, a steel bar or an anchor is used as the reinforcing member 14, and the size of the reinforcing member 14 in the thickness direction of the frame 10 (the radius of curvature of the roof) is increased. , Etc., were rarely used.

【0007】すなわち、図14に示すように各連結部材
13が曲率中心Oに向かって配置される、つまり各連結
部材13が曲率半径方向に配置される骨組10では、図
17に示すように、隣合う連結部材13の上端部の間隔
に対して下端部の間隔が狭くなっている。そのため、例
えば連結部材13の軸方向に寸法を有する補強材を、骨
組10の升目において相対向する連結部材13に亘って
取付けようとすると、図17(下図)に示すように、補
強材14の上辺14aと下辺14bが交差して補強材1
4に捩じれが生じ、これにより補強材14に無理な力が
働くことになる。このような理由から骨組10の厚み方
向に寸法を有する板材等を補強材14として用いること
は殆ど行われていなかった。
That is, in the frame 10 in which the connecting members 13 are arranged toward the center of curvature O as shown in FIG. 14, that is, in the frame 10 in which the connecting members 13 are arranged in the radius of curvature direction, as shown in FIG. The interval between the lower ends is smaller than the interval between the upper ends of the adjacent connecting members 13. Therefore, for example, when a reinforcing member having dimensions in the axial direction of the connecting member 13 is to be attached across the connecting members 13 opposed to each other in the grid of the skeleton 10, as shown in FIG. The upper side 14a and the lower side 14b intersect and the reinforcing material 1
4 is twisted, which causes an excessive force to act on the reinforcing member 14. For these reasons, a plate or the like having dimensions in the thickness direction of the skeleton 10 has hardly been used as the reinforcing member 14.

【0008】しかし、具体的な屋根の構造では、棒材等
からなる従来の補強材を用いるよりは、骨組の厚み方向
に寸法を有する板材等の補強材を用いた方が強度上有利
であるばかりか、補強材によって仕切られる空間を照明
等を配置するスペースとして利用できる等、利用価値が
高く、また、デザイン的にもそのような補強材を用いた
方が全体としての統一感をだすことができる等有利であ
る場合が多い。そのため、補強材として骨組の厚み方向
に寸法を有する板材等を用いることができるような構造
が望まれる。
However, in a concrete roof structure, it is more advantageous in terms of strength to use a reinforcing material such as a plate having dimensions in the thickness direction of the frame than to use a conventional reinforcing material such as a bar. In addition, the space divided by the reinforcing material can be used as a space for arranging lighting, etc., and it has high utility value, and in terms of design, using such reinforcing material gives a sense of unity as a whole Is often advantageous. Therefore, a structure that can use a plate having dimensions in the thickness direction of the skeleton as a reinforcing material is desired.

【0009】本発明は、上記問題を解決するためになさ
れたものであり、アーチ型の屋根構造の補強材として骨
組の厚み方向(屋根の曲率半径方向)に寸法を有する補
強材を用いることができる屋根構造を提供することを目
的としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and a reinforcing material having a dimension in a thickness direction of a frame (a radius of curvature of a roof) is used as a reinforcing material for an arched roof structure. The purpose is to provide a roof structure that can be used.

【0010】[0010]

【課題を解決するための手段】請求項1に係る屋根構造
は、幅方向に延びる複数の斜材と、平面上で前記幅方向
と直交する方向に延びる複数の水平材とが互いに連結さ
れることにより全体が格子状に構成されるとともに、上
記水平材と斜材とが曲率半径方向に延びる連結部材を介
して幅方向に連結されることにより上面及び下面が上記
幅方向中心から幅方向周辺側に先下がりの傾斜面となる
ように骨組が形成されてなる屋根構造において、上記骨
組の一つの升目に該当する連結部材のうち対角線上にあ
る相対向する連結部材に亘って上記曲率半径方向に厚み
を有する補強材が架設され、この補強材は、基端部が各
連結部材に取付けられる補強材本体と、補強材本体の先
端同士を互いに接続する接続部材とから構成され、前記
接続部材には、上記相対向する連結部材の相対的な位置
関係により生じる各補強材本体の傾きに対応した先端取
付部が設けられてなるものである。
In the roof structure according to the first aspect, a plurality of diagonal members extending in the width direction and a plurality of horizontal members extending in a direction orthogonal to the width direction on a plane are connected to each other. In this way, the entire structure is formed in a lattice shape, and the horizontal member and the diagonal member are connected in the width direction via a connecting member extending in the radius of curvature direction, so that the upper surface and the lower surface are peripheral from the center in the width direction to the periphery in the width direction. In the roof structure in which the frame is formed so as to have a downwardly inclined surface on the side, the curvature radius direction extends across diagonally opposed connecting members among the connecting members corresponding to one square of the frame. A reinforcing member having a thickness is provided on the connecting member. The reinforcing member includes a reinforcing member body having a base end attached to each connecting member, and a connecting member for connecting the distal ends of the reinforcing member body to each other. To the top Relative position distal attachment portion corresponding to the inclination of the reinforcing material body caused by the relationship of the opposed coupling member is made provided.

【0011】この構造によれば、骨組の一つの升目にお
いて、つまり隣合う一対の水平材及び斜材により形成さ
れる四角形の空間において、相対向する連結部材に取付
けられた各補強材本体が異なる方向に傾いて補強材本体
同士が捩じれた関係となっても、各補強材本体同士が接
続部材を介して捩じれた関係を保持したまま互いに接続
される。そのため、曲率半径方向に厚みを有する補強材
を採用しながらも、補強材全体に無理な力が作用するこ
とがない。
According to this structure, in one square of the frame, that is, in a rectangular space formed by a pair of adjacent horizontal members and diagonal members, the reinforcing member main bodies attached to the opposing connecting members are different. Even if the reinforcing member main bodies are twisted by being inclined in the direction, the respective reinforcing member main bodies are connected to each other while maintaining the twisted relation via the connecting member. Therefore, even though the reinforcing member having a thickness in the radius of curvature direction is employed, no excessive force acts on the entire reinforcing member.

【0012】請求項2に係る屋根構造は、請求項1記載
の屋根構造において、上記接続部材に、上記骨組の一つ
の升目に該当する連結部材に取付けられる4つの補強材
本体に対応する上記先端取付部が設けられてなるもので
ある。
According to a second aspect of the present invention, in the roof structure according to the first aspect, the distal end corresponding to the four reinforcing member main bodies attached to the connecting member at the connecting member corresponding to one square of the skeleton. An attachment portion is provided.

【0013】この構造によれば、骨組の一つの升目に該
当する4つの連結部材に取付けられた補強材本体を1つ
の接続部材で一体に接続することができ、これにより十
字状の補強材を構成して骨組の強度をより良く高めるこ
とが可能となる。
According to this structure, the reinforcing member bodies attached to the four connecting members corresponding to one square of the frame can be integrally connected by one connecting member, whereby the cross-shaped reinforcing member can be connected. It is possible to improve the strength of the skeleton by configuring.

【0014】請求項3に係る屋根構造は、幅方向に延び
る複数の斜材と、平面上で前記幅方向と直交する方向に
延びる複数の水平材とが互いに連結されることにより全
体が格子状に構成されるとともに、上記水平材と斜材が
曲率半径方向に延びる連結部材を介して幅方向に連結さ
れることにより上面及び下面が上記幅方向中心から幅方
向周辺側に先下がりの傾斜面となるように骨組が形成さ
れてなる屋根構造において、上記骨組の一つの升目に該
当する連結部材のうち対角線上にある相対向する連結部
材に亘って上記曲率半径方向に厚みを有する補強材が架
設され、この補強材はその両端が連結部材の取付部分に
取付けられ、この取付部分は、上記相対向する連結部材
の相対的な位置関係により生じる上記補強材の捩じれを
阻止するように連結部材の軸方向に対して傾斜して設け
られてなるものである。
According to a third aspect of the present invention, in the roof structure, a plurality of diagonal members extending in the width direction and a plurality of horizontal members extending in a direction orthogonal to the width direction on a plane are connected to each other, so that the entire structure is in a lattice shape. And the horizontal and diagonal members are connected in the width direction via a connecting member extending in the radius of curvature direction, whereby the upper surface and the lower surface are inclined from the center in the width direction to the peripheral side in the width direction. In the roof structure in which the skeleton is formed such that a reinforcing material having a thickness in the radius of curvature direction is provided across the diagonally opposed connecting members among the connecting members corresponding to one square of the skeleton. The reinforcing member is attached at both ends to a mounting portion of the connecting member, and the mounting portion is connected so as to prevent twisting of the reinforcing member caused by a relative positional relationship between the opposing connecting members. It is made provided obliquely with respect to the axial direction of the member.

【0015】この構造によれば、曲率半径方向に厚みを
有する補強材を採用しながらも、補強材自体に捩じれが
生じることがない。
According to this structure, while the reinforcing member having a thickness in the radius of curvature direction is employed, the reinforcing member itself does not twist.

【0016】請求項4に係る屋根構造は、請求項3記載
の屋根構造において、基端部が上記相対向する連結部材
に取付けられる補強材本体と、これらの補強材本体の先
端を互いに接続する接続部材とから上記補強材が構成さ
れるものであって、上記接続部材には、上記骨組の一つ
の升目に該当する連結部材に取付けられる4つの補強材
本体に対応する先端取付部が設けられてなるものであ
る。
According to a fourth aspect of the present invention, in the roof structure according to the third aspect, a reinforcing member body whose base end is attached to the opposing connecting member and a distal end of the reinforcing member body are connected to each other. The reinforcing member is constituted by a connecting member, and the connecting member is provided with tip attachment portions corresponding to four reinforcing member bodies attached to the connecting member corresponding to one square of the skeleton. It is.

【0017】この構造によれば、骨組の一つの升目に該
当する4つの連結部材にそれぞれ補強材本体を取付けて
1つの接続部材で一体に接続することができ、これによ
り十字状の補強材を構成して骨組の強度をより良く高め
ることが可能となる。
According to this structure, the reinforcing member main body can be attached to each of the four connecting members corresponding to one square of the skeleton, and can be integrally connected by one connecting member. It is possible to improve the strength of the skeleton by configuring.

【0018】[0018]

【発明の実施の形態】本発明の第1の実施の形態につい
て図面を用いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to the drawings.

【0019】図1〜図3は本発明に係る屋根構造が適用
される屋根の骨組の一例を概略的に示している。この図
に示すように、骨組20は、多数の水平材21及び斜材
22が連結部材23を介して格子状に連結され、全体が
一方向中心からその外側に向かって一定曲率で先下がり
に傾斜するアーチ型の構造となっている。
FIGS. 1 to 3 schematically show an example of a roof frame to which a roof structure according to the present invention is applied. As shown in this figure, the skeleton 20 has a large number of horizontal members 21 and diagonal members 22 connected in a lattice shape via a connecting member 23, and the whole is downwardly inclined at a constant curvature from the center in one direction to the outside thereof. It has an inclined arched structure.

【0020】また、骨組20の升目、つまり隣合う一対
の水平材21及び斜材22により形成される四角形の空
間には、同図に示すようにこの升目に該当する4つの連
結部材23に亘って十字状の補強材24が取付けられ、
これによって骨組20の強度が高められる構造となって
いる。
In the square of the frame 20, that is, in the rectangular space formed by the pair of adjacent horizontal members 21 and the diagonal members 22, as shown in FIG. And the cross-shaped reinforcement 24 is attached,
Thereby, the structure of the skeleton 20 can be enhanced.

【0021】図4は、骨組20を構成する上記各部材の
具体例を示している。
FIG. 4 shows a specific example of each of the above members constituting the skeleton 20.

【0022】上記連結部材23は、鋼管等からなる円筒
形の軸体25の周面8個所に、軸体25の軸方向に延び
て放射状に突出する8枚のフランジが設けられた構成と
なっている。より詳しくは、軸体25の周面に、軸体2
5の中心軸を対称軸として互いに軸対称な一対の水平板
取付用のフランジ26と、一対の斜材取付用のフランジ
27と、二対の補強材取付用のフランジ28とが設けら
れている。上記水平材取付用のフランジ26と斜材取付
用のフランジ27とは周方向に90°の角度差で有して
設けられており、補強材取付用のフランジ28は、周方
向において上記フランジ26とフランジ27との間に設
けられている。また、上記各フランジ26,27,28
には、それぞれ水平材等を取付けるための上下一対の取
付孔29が形成されている。
The connecting member 23 has a configuration in which eight flanges extending in the axial direction of the shaft body 25 and projecting radially are provided at eight peripheral surfaces of a cylindrical shaft body 25 made of a steel pipe or the like. ing. More specifically, the shaft 2
A pair of flanges 26 for attaching a horizontal plate, a pair of flanges 27 for attaching a diagonal member, and two pairs of flanges 28 for attaching a reinforcing member are provided which are axially symmetrical with respect to the central axis of 5 as a symmetric axis. . The horizontal material mounting flange 26 and the diagonal material mounting flange 27 are provided at an angular difference of 90 ° in the circumferential direction, and the reinforcing material mounting flange 28 is provided in the circumferential direction. And the flange 27. The flanges 26, 27, 28
Are formed with a pair of upper and lower mounting holes 29 for mounting a horizontal member or the like.

【0023】上記水平材21及び斜材22は、それぞれ
鋼板等の板材からなる一対の単位水平材21a及び一対
の単位斜材22aから構成されている。
The horizontal member 21 and the diagonal member 22 are respectively composed of a pair of unit horizontal members 21a and a pair of unit diagonal members 22a made of a plate material such as a steel plate.

【0024】単位水平材21aは、長方形に形成されて
おり、その左右両側辺部には上記フランジ26の取付孔
29に対応する一対の取付孔30がそれぞれ上下一列に
形成されている。一方、上記単位斜材22aは、上辺寸
法が下辺寸法よりも長い台形に形成されており、その左
右両側辺部には上記フランジ27の取付孔29に対応し
た一対の取付孔31が形成されている。これらの取付孔
31は、フランジ27の各両端において上下一列に、か
つこの列が側辺と平行となるように形成されている。
The unit horizontal member 21a is formed in a rectangular shape, and a pair of mounting holes 30 corresponding to the mounting holes 29 of the flange 26 are formed in a line in the upper and lower sides on both right and left sides. On the other hand, the unit diagonal member 22a is formed in a trapezoid whose upper side is longer than the lower side, and a pair of mounting holes 31 corresponding to the mounting holes 29 of the flange 27 are formed on both left and right sides. I have. These mounting holes 31 are formed at each end of the flange 27 so as to be in a vertical line, and this line is parallel to the side.

【0025】上記補強材24は、同図及び図3に示すよ
うに、上記骨組20の一つの升目に該当する4つの連結
部材23にそれぞれ取付けられる補強材本体32(図4
では一つだけ図示する)と、これらの補強材本体32同
士を互いに接続する接続部材33とから構成されてい
る。
As shown in FIG. 3 and FIG. 3, the reinforcing member 24 is a reinforcing member main body 32 (FIG. 4) attached to each of four connecting members 23 corresponding to one square of the skeleton 20.
And only one connecting member 33 for connecting the reinforcing member bodies 32 to each other.

【0026】上記補強材本体32は、鋼板等の板材から
なる一対の単位補強材本体32aから構成されている。
これらの単位補強材本体32aは上辺寸法が下辺寸法よ
りも若干長く、かつ連結部材23への取付部分となる側
辺(同図では左側辺)が傾斜する台形に形成されてい
る。また、左右両側辺部には、上記の傾斜する側辺部に
上記フランジ28の取付孔29に対応する一対の取付孔
34が、他側辺部に接続部材33のフランジ37に形成
される取付孔38に対応する一対の取付孔35がそれぞ
れ上下一列に、かつこの列が左右の側辺にそれぞれ平行
となるように形成されている。
The reinforcing member main body 32 is composed of a pair of unit reinforcing member main bodies 32a made of a plate material such as a steel plate.
The unit reinforcing member main body 32a is formed in a trapezoid in which the upper side dimension is slightly longer than the lower side dimension, and the side (left side in the figure) serving as a portion to be attached to the connecting member 23 is inclined. In addition, a pair of mounting holes 34 corresponding to the mounting holes 29 of the flange 28 are formed on the inclined side portions on the left and right sides, and the flange 37 of the connection member 33 is formed on the other side. A pair of mounting holes 35 corresponding to the holes 38 are formed in a line in the upper and lower rows, respectively, and the row is formed in parallel with the left and right sides.

【0027】上記接続部材33は、鋼管等からなる四角
筒形の軸体36の各側面に、放射状に突出する補強材本
体取付用の4枚のフランジ37を具備した構成となって
いる。同図に示すように各フランジ37は、軸体36の
軸方向に対して所定角度θだけ傾斜し、かつ図5に示す
ように周方向に隣合うフランジ37同士が異なる方向に
傾斜するように設けられている。このようなフランジ3
7の傾斜角度θ及び傾斜方向は、後に詳述するが、骨組
20の一つの升目に該当する連結部材23に取付けられ
る各補強材本体32の傾きに応じた角度及び方向に対応
して決定されている。また、各フランジ37には、補強
材本体取付用の上下一対の取付孔38が形成されてい
る。
The connecting member 33 has a configuration in which four flanges 37 for attaching a reinforcing member main body projecting radially are provided on each side surface of a square cylindrical shaft body 36 made of a steel pipe or the like. As shown in the figure, each flange 37 is inclined by a predetermined angle θ with respect to the axial direction of the shaft 36, and the flanges 37 adjacent in the circumferential direction are inclined in different directions as shown in FIG. Is provided. Such a flange 3
The inclination angle θ and the inclination direction of 7 will be described later in detail, but are determined corresponding to the angle and the direction according to the inclination of each reinforcing member main body 32 attached to the connecting member 23 corresponding to one square of the skeleton 20. ing. Each flange 37 has a pair of upper and lower mounting holes 38 for mounting the reinforcing member main body.

【0028】上記骨組20は、上述のように構成された
水平材21及び斜材22が連結部材23を介して順次連
結されるとともに、補強材24が連結部材23に亘って
取付けられることにより構成されている。
The frame 20 is constructed by connecting the horizontal member 21 and the diagonal member 22 configured as described above sequentially through a connecting member 23, and attaching a reinforcing member 24 over the connecting member 23. Have been.

【0029】より具体的には、図1〜図4に示すよう
に、一軸方向(以下、X軸方向という)に水平材21
が、X軸方向と平面上で直交する方向(以下、Y軸方向
という)に斜材22が順次連結部材23を介して格子状
に連結されるとともに、各連結部材23に補強材本体3
2の傾斜する側の側辺部が取付けられ、隣合う一対の水
平材21及び斜材22により構成される骨組の一つの升
目に該当する4つの補強材本体32の先端部が接続部材
33により互いに接続されることにより骨組20が構成
されている。
More specifically, as shown in FIGS. 1 to 4, the horizontal member 21 is arranged in one axial direction (hereinafter referred to as X-axis direction).
However, the diagonal members 22 are sequentially connected in the form of a lattice via connecting members 23 in a direction orthogonal to the X-axis direction on a plane (hereinafter, referred to as a Y-axis direction), and the reinforcing member body 3
The two side members on the side of inclination 2 are attached, and the distal end portions of four reinforcing member main bodies 32 corresponding to one square of the frame constituted by a pair of adjacent horizontal members 21 and diagonal members 22 are connected by connecting members 33. The frame 20 is configured by being connected to each other.

【0030】水平材21、斜材22及び補強材本体32
と連結部材23との各連結は、連結部材23の各フラン
ジ26,27,28を単位水平材21a、単位斜材22
a及び単位補強材本体32aの各単位材で挟み、フラン
ジ26,27,28の取付孔29と各単位材の取付孔3
0,31,34を介してボルトナットで締め付け固定す
ることにより行われる。また、補強材本体32と接続部
材33の連結も同様に、接続部材33の各フランジ37
を単位補強材本体32aで挟み、フランジ37の取付孔
38と単位補強材本体32aの取付孔35を介してボル
トナットで締め付け固定することにより行われる。
Horizontal member 21, diagonal member 22, and reinforcing member main body 32
The connection between the connecting member 23 and the flanges 26, 27, 28 of the connecting member 23 is performed by using the unit horizontal member 21a and the unit diagonal member 22.
a and the mounting holes 29 of the flanges 26, 27, 28 and the mounting holes 3 of the respective unit materials.
It is performed by tightening and fixing with bolts and nuts through 0, 31, and 34. Similarly, the connection between the reinforcing member main body 32 and the connection member 33 is performed by each flange 37 of the connection member 33.
Is sandwiched between the unit reinforcing material main bodies 32a, and is tightened and fixed with bolts and nuts through the mounting holes 38 of the flange 37 and the mounting holes 35 of the unit reinforcing material main body 32a.

【0031】そして、このように構築された骨組20に
おいては、斜材22が上述のように台形であるため、斜
材22が順次連結されることによって、図2に示すよう
に骨組20の上面及び下面がY軸方向中心からその両側
に向かって一定曲率で先下がりに傾斜する傾斜面とな
り、これにより骨組20がアーチ型となっている。
In the skeleton 20 constructed as described above, since the diagonal members 22 are trapezoidal as described above, the diagonal members 22 are sequentially connected to each other, as shown in FIG. In addition, the lower surface becomes an inclined surface which is inclined downward at a constant curvature from the center in the Y-axis direction to both sides thereof, whereby the frame 20 has an arch shape.

【0032】ところで、このような骨組20の構造で
は、図6(上図)に示すように各連結部材23が骨組2
0の曲率中心Oに向かって延びてY軸方向に隣合う連結
部材23の下端部の間隔が上端部の間隔よりも狭くなる
ため、補強材24の取付けに際しては、骨組20の一つ
の升目において対角線上にある相対向する連結部材23
に取付けられた補強材本体32同士が図6(下図)に示
すように互いに異なる方向に傾き、各連結部材23が捩
じれた関係とる(図6(下図)の一点鎖線は補強材本体
32の上辺を、破線は補強材本体32の下辺をそれぞれ
示している)。しかし、上記補強材24では、接続部材
33の各フランジ37がこの角度及び傾き方向に対応す
る傾斜角度θ及び傾斜方向で設けられており、従って、
骨組20の一つの升目に該当する4つの補強材本体32
のうち、対向する補強材本体32同士は互いに異なる方
向に傾斜した状態のまま接続部材33を介して接続され
る。
By the way, in such a structure of the skeleton 20, as shown in FIG.
Since the distance between the lower ends of the connection members 23 extending toward the center of curvature O of 0 and adjacent in the Y-axis direction is smaller than the distance between the upper ends thereof, when the reinforcing member 24 is attached, one square of the skeleton 20 is used. Diagonally opposed connecting members 23
As shown in FIG. 6 (lower diagram), the reinforcing member main bodies 32 attached to each other are inclined in different directions from each other, and the connecting members 23 are twisted (the dashed line in FIG. 6 (lower diagram) indicates the upper side of the reinforcing member main body 32). And the broken lines indicate the lower sides of the reinforcing member main body 32, respectively). However, in the reinforcing member 24, each flange 37 of the connection member 33 is provided at the inclination angle θ and the inclination direction corresponding to this angle and the inclination direction.
Four reinforcement bodies 32 corresponding to one square of the skeleton 20
Among them, the opposing reinforcing member main bodies 32 are connected via the connecting member 33 while being inclined in different directions.

【0033】すなわち、格子状に構成された骨組20の
一つの升目において、板材等を補強材として相対向する
連結部材23に亘って取付けようとすると、従来技術で
説明したように補強材に捩じれが生じることになり現実
の実施が困難である。しかし、本実施形態では、上述の
ように、補強材24を、骨組20の一つの升目において
各連結部材23に取付ける4つの補強材本体32と、こ
らを互いに接続する接続部材33とから構成し、さらに
接続部材33のフランジ37を各補強材本体32の傾き
に対応した角度及び方向に傾けた構成とすることで、鋼
板の板材等、曲率半径方向に厚みを有する部材を補強材
として用いて骨組の強度を高めることができるようにな
っている。
That is, in one grid of the frame 20 formed in a lattice shape, if a plate material or the like is to be mounted as a reinforcing material over the connecting members 23 opposed to each other, the reinforcing material is twisted as described in the prior art. And practical implementation is difficult. However, in the present embodiment, as described above, the reinforcing member 24 includes the four reinforcing member main bodies 32 attached to the respective connecting members 23 in one square of the skeleton 20, and the connecting member 33 that connects these members to each other. Further, by configuring the flange 37 of the connecting member 33 to be inclined at an angle and a direction corresponding to the inclination of each reinforcing member main body 32, a member having a thickness in a radius of curvature direction such as a steel plate is used as a reinforcing member. The strength of the frame can be increased.

【0034】このような構成の骨組20によれば、棒材
からなる補強材を用いていた従来のこの種のアーチ型の
骨組に比べ、強度上有利であるばかりか、骨組全体に水
平材21、あるいは斜材22と補強材本体32により囲
まれる多数の三角形の空間が形成されるので、この空間
を照明等の配置スペースとして有効に利用することがで
き、また、デザイン的にも、骨組20全体に統一感を出
すことができる等の利点が生じる。
According to the skeleton 20 having such a structure, not only is it advantageous in strength as compared with a conventional arch-type skeleton of this type using a reinforcing member made of a bar, but also the horizontal member 21 is provided over the entire skeleton. Alternatively, a large number of triangular spaces surrounded by the diagonal member 22 and the reinforcing member main body 32 are formed, and this space can be effectively used as an arrangement space for lighting and the like. Advantages such as a unity feeling can be obtained as a whole.

【0035】次に、本発明の第2の実施の形態について
説明する。
Next, a second embodiment of the present invention will be described.

【0036】図7は第2の実施の形態に係る屋根構造が
適用される屋根の骨組の要部を示している。この図に示
す骨組20aも、基本的な構成は上記第1実施形態の骨
組20と共通しているが、連結部材23及び補強材24
に代えて以下に説明するような連結部材23a及び補強
材24aが適用されている点において構成が相違してい
る。なお、以下の説明において、第1実施形態の骨組2
0と共通する部材については同一符号を付して説明す
る。
FIG. 7 shows a main part of a roof frame to which the roof structure according to the second embodiment is applied. The skeleton 20a shown in this figure also has the same basic configuration as the skeleton 20 of the first embodiment, but includes a connecting member 23 and a reinforcing member 24.
The configuration is different in that a connecting member 23a and a reinforcing member 24a as described below are applied instead of the above. In the following description, the skeleton 2 of the first embodiment is used.
Members that are common to 0 are denoted by the same reference numerals and described.

【0037】図8(a)(b)は、第2実施形態に用い
られる連結部材23aを概略的に示している。これらの
図に示すように、連結部材23aも軸体25の周囲に水
平材21、斜材22及び補強材本体32を取付けるため
の各フランジ26,27,28を備えた構成となってい
る。しかし、連結部材23aでは、補強材本体32を取
り付けるためのフランジ26が軸体25の中心軸に対し
て所定角度θ′だけ傾斜し、かつフランジ26又は27
を挟んで周方向に隣合うフランジ28同士が異なる方向
に傾斜するように設けられている点において上記連結部
材23と構成が相違している。この傾斜角度θ′は、骨
組20の一つの升目において相対向する連結部材23に
取付けられた各補強材本体32が捩じれた関係とならな
いような角度及び傾き方向、具体的には、図6(下図)
において、接続部材33の中心軸方向に補強材本体32
の下辺(破線で示す)と上辺(一点鎖線で示す)が一致
するように上辺を回転軸として各補強材本体32を回転
させたのに等しい角度及び傾き方向となっている。
FIGS. 8A and 8B schematically show a connecting member 23a used in the second embodiment. As shown in these figures, the connecting member 23a is also provided with flanges 26, 27, 28 for attaching the horizontal member 21, the diagonal member 22, and the reinforcing member main body 32 around the shaft body 25. However, in the connecting member 23a, the flange 26 for attaching the reinforcing member main body 32 is inclined by a predetermined angle θ ′ with respect to the center axis of the shaft body 25, and the flange 26 or 27
The configuration differs from that of the connecting member 23 in that the flanges 28 that are adjacent to each other in the circumferential direction with respect to the connecting member 23 are provided so as to be inclined in different directions. This inclination angle θ ′ is an angle and an inclination direction such that the reinforcing member main bodies 32 attached to the opposing connection members 23 in one square of the skeleton 20 do not have a twisted relationship, specifically, FIG. (Figure below)
, The reinforcing material main body 32
The angle and the inclination direction are the same as when each reinforcing member main body 32 is rotated using the upper side as a rotation axis such that the lower side (indicated by a broken line) and the upper side (indicated by a dashed line) coincide.

【0038】一方、補強材24aも、補強材本体32
と、補強材本体32同士を互いに接続するための接続部
材33とから構成されているが、第2実施形態の補強材
24aでは、詳しく図示していないが、補強材本体32
が長方形に形成される点および接続部材33の各フラン
ジ37が軸体36の中心軸方向に延びており、上記第1
実施形態のように中心軸に対して傾斜していない点にお
いて上記第1実施形態の補強材24と相違した構成とな
っている。
On the other hand, the reinforcing member 24a is also
And a connecting member 33 for connecting the reinforcing member main bodies 32 to each other. Although not shown in detail in the reinforcing member 24a of the second embodiment, the reinforcing member main body 32
Are formed in a rectangular shape and each flange 37 of the connection member 33 extends in the central axis direction of the shaft body 36, and the first
It is different from the reinforcing member 24 of the first embodiment in that it is not inclined with respect to the central axis as in the embodiment.

【0039】すなわち、上記第1実施形態では、接続部
材33の各フランジ37を軸体36に対して傾斜角度θ
だけ傾けることにより、図6(下図)に示すように、骨
組20の一つの升目において捩じれた関係にある補強材
本体32同士を接続できるようにしているが、第2実施
形態の骨組20aでは、連結部材23aのフランジ28
を軸体25の中心軸に対して傾斜角度θ′だけ傾けるこ
とにより、骨組20の一つの升目において、相対向する
連結部材23に取付けられた各補強材本体32の間に捩
じれが生じないようにしている。そのため、接続部材3
3においては、各フランジ37が軸体36の中心軸に対
して傾斜しない構成となっている。
That is, in the first embodiment, each of the flanges 37 of the connecting member 33 is inclined at an inclination angle θ with respect to the shaft 36.
By tilting only, as shown in FIG. 6 (lower figure), the reinforcing member main bodies 32 in a twisted relationship in one square of the skeleton 20 can be connected to each other, but in the skeleton 20a of the second embodiment, Flange 28 of connecting member 23a
Is tilted with respect to the central axis of the shaft body 25 by the tilt angle θ ′, so that in one square of the skeleton 20, twisting does not occur between the reinforcing member main bodies 32 attached to the opposing connecting members 23. I have to. Therefore, the connecting member 3
3, the configuration is such that each flange 37 is not inclined with respect to the central axis of the shaft 36.

【0040】以上のような第2実施形態の骨組20aに
おいても、上記第1実施形態の骨組20同様に、鋼板の
板材等、曲率半径方向に厚みを有する部材を補強材とし
て用いて骨組の強度を高めることができるので、強度
的、あるいはデザイン的に有利なアーチ型の屋根を得る
ことができる。
In the frame 20a according to the second embodiment as described above, similarly to the frame 20 according to the first embodiment, a member having a thickness in the radius of curvature direction, such as a steel plate, is used as a reinforcing member to strengthen the frame. Therefore, an arched roof that is advantageous in terms of strength or design can be obtained.

【0041】ところで、上記第2実施形態の骨組20a
では、骨組20aの一つの升目において、上記のように
相対向する連結部材23aに取付けられる補強材本体3
2同士が互いに捩じれた関係となることがないので、例
えば、一枚の板材を補強材として相対向する連結部材2
3aに亘って取付けるようにしても補強材が捩じれるこ
とがない。
Incidentally, the skeleton 20a of the second embodiment is used.
Then, in one square of the frame 20a, the reinforcing member main body 3 attached to the opposing connecting member 23a as described above.
Since the two members 2 do not have a twisted relationship with each other, for example, the connecting members 2 facing each other using one sheet material as a reinforcing material.
Even if the reinforcing member is attached over 3a, the reinforcing member is not twisted.

【0042】そのため、例えば、上記第2実施形態の変
形例として、図9に示すように、鋼板等の板材のみから
なる補強材24bを設け、これを相対向する連結部材2
3に亘って取付けるようにした骨組20bを構成するこ
ともできる。この場合、補強材24bを取付ける連結部
材23a以外は、補強材取付用のフランジ28が不要と
なるので、これらの連結部材としは、連結部材23aに
おいて補強材取付用のフランジ27を省略した連結部材
23bを用いるようにすればよい。
Therefore, for example, as a modification of the second embodiment, as shown in FIG. 9, a reinforcing member 24b made of only a plate material such as a steel plate is provided, and
It is also possible to configure the skeleton 20b to be attached over three. In this case, the reinforcing member mounting flange 28 is not required except for the connecting member 23a to which the reinforcing member 24b is attached. Therefore, these connecting members include the connecting member 23a in which the reinforcing member mounting flange 27 is omitted. 23b may be used.

【0043】このような骨組20bによれば、補強材2
4bが鋼板等の板材のみからなるので、骨組20bの構
造を簡略化する場合や、強度上骨組20a、あるいは骨
組20bのように十字状の補強材を取付ける必要がない
場合等に有利な構成となる。
According to such a frame 20b, the reinforcing member 2
Since 4b is made of only a plate material such as a steel plate, the structure is advantageous when the structure of the skeleton 20b is simplified or when it is not necessary to attach a cross-shaped reinforcing member such as the skeleton 20a or the skeleton 20b in terms of strength. Become.

【0044】なお、上記第1及び第2実施形態の骨組2
0、20a,20bは、本発明に係る屋根構造の適用例
であって、その具体的な構成は本発明の要旨を逸脱しな
い範囲で適宜変更可能である。
The skeleton 2 of the first and second embodiments is described.
Reference numerals 0, 20a, and 20b are application examples of the roof structure according to the present invention, and the specific configuration can be appropriately changed without departing from the gist of the present invention.

【0045】例えば、上記実施形態の骨組20,20
a,20bでは、水平材21が鋼板等の板材から構成さ
れているが、例えば、I形、H形、L形等の形鋼を図1
0に示すようにトラス状に組立てた水平材40を採用す
るようにしてもよいし、また、図11に示すように、上
下一対の桿状部材41aからなる水平材41を採用する
ようにしてもよい。なお、斜材22、あるいは補強材の
補強材本体32についても同様の構成を採用するように
してもよい。また、連結部材23,23a,23b及び
補強材の接続部材33の構成等も上記実施形態のものに
限られず所望の骨組が得られるように適宜選定するよう
にすればよい。例えば、第1実施形態では、図5に示す
ように、接続部材33の各面の幅方向中間位置(図5で
は左右方向又は上下方向中間位置)にフランジ37の上
端が位置する上端基準でフランジ37が接続部材33に
形成されているが、例えば、フランジ37の上下方向中
間部が接続部材33の各面の幅方向中間位置となるよう
にフランジ37を設けるようにしてもよい。同様に、第
2実施形態では、図8に示すように、連結部材23aに
おいて、フランジ26とフランジ27との中間位置(図
8(b)では左右方向中間位置)にフランジ28の上端
が位置する上端基準でフランジ28が軸体25に形成さ
れているが、例えば、フランジ26とフランジ27との
中間位置にフランジ28の上下方向中間部が位置するよ
うにフランジ28を設けるようにしてもよい。
For example, the frames 20, 20 of the above embodiment
In FIGS. 1A and 1B, the horizontal member 21 is made of a plate material such as a steel plate.
A horizontal member 40 assembled in a truss shape as shown in FIG. 0 may be adopted, or a horizontal member 41 composed of a pair of upper and lower rod members 41a may be adopted as shown in FIG. Good. The same configuration may be adopted for the diagonal member 22 or the reinforcing member main body 32 of the reinforcing member. Further, the configuration of the connecting members 23, 23a and 23b and the connecting member 33 of the reinforcing material are not limited to those of the above-described embodiment, and may be appropriately selected so as to obtain a desired skeleton. For example, in the first embodiment, as shown in FIG. 5, the upper end of the flange 37 is located at an intermediate position in the width direction of each surface of the connection member 33 (an intermediate position in the horizontal direction or the vertical direction in FIG. 5). Although the connection member 33 is formed with the flange 37, the flange 37 may be provided such that, for example, the middle portion in the vertical direction of the flange 37 is located at the middle position in the width direction of each surface of the connection member 33. Similarly, in the second embodiment, as shown in FIG. 8, the upper end of the flange 28 is located at an intermediate position between the flange 26 and the flange 27 (in the horizontal direction in FIG. 8B) in the connecting member 23a. Although the flange 28 is formed on the shaft body 25 on the basis of the upper end, for example, the flange 28 may be provided such that the vertical intermediate portion of the flange 28 is located at an intermediate position between the flange 26 and the flange 27.

【0046】また、上記実施形態では、鋼板等の板材か
らなる台形の斜材22を連結部材23を介してY軸方向
に順次連結することによりアーチ形の骨組20を構成す
るようにしているが、例えば、図12に示すような円弧
状の斜材22′を順次連結することにより骨組を構成す
るようにしてもよい。このような骨組によれば、より滑
らかなアーチ形の屋根を得ることができる。
In the above embodiment, the arched frame 20 is formed by sequentially connecting the trapezoidal diagonal members 22 made of a plate material such as a steel plate in the Y-axis direction via the connecting member 23. For example, a frame may be formed by sequentially connecting arc-shaped diagonal members 22 'as shown in FIG. According to such a framework, a smoother arched roof can be obtained.

【0047】さらに、上記実施形態では、骨組20,2
0aが一定の曲率のアーチ形の屋根構造となっている
が、勿論、本願発明の屋根構造は曲率が変化する骨組、
例えば、Y軸方向の中心部分での曲率が小さく、周辺部
分での曲率が大きいような骨組においても適用すること
ができる。
Further, in the above embodiment, the frames 20, 2
0a is an arch-shaped roof structure having a constant curvature. Of course, the roof structure of the present invention has a skeleton in which the curvature changes,
For example, the present invention can be applied to a skeleton having a small curvature at a central portion in the Y-axis direction and a large curvature at a peripheral portion.

【0048】[0048]

【発明の効果】以上説明したように、本発明は、斜材と
水平材が互いに連結されて全体が格子状に構成され、ま
た、水平材と斜材とが曲率半径方向に延びる連結部材を
介して幅方向に連結されることにより幅方向中心から幅
方向周辺側に先下がりの傾斜面となるように構成された
屋根構造において、骨組の一つの升目に該当する連結部
材のうち対角線上にある相対向する連結部材に亘って曲
率半径方向に厚みを有する補強材を架設し、この補強材
を、連結部材に取付けられる補強材本体と、補強材本体
同士を互いに接続する接続部材とから構成するととも
に、接続部材に相対向する連結部材の相対的な位置関係
により生じる各補強材本体の傾きに対応した先端取付部
を設けるようにし、曲率半径方向に厚みを有する補強材
を用いながらも、補強材全体に無理な力が作用すること
がないように骨組を構成したので、棒材からなる補強材
を用いていた従来のこの種のアーチ型の屋根構造に比
べ、強度上有利で、しかもデザイン的にも利点の多いア
ーチ形の屋根を得ることができる。
As described above, the present invention relates to a connecting member in which a diagonal member and a horizontal member are connected to each other to form a lattice, and the horizontal member and the diagonal member extend in the radius direction of curvature. In a roof structure that is configured to be a slope that slopes down from the center in the width direction to the periphery in the width direction by being connected in the width direction via a diagonal line of the connection member corresponding to one square of the skeleton A reinforcing member having a thickness in the radius of curvature is provided over a certain connecting member, and the reinforcing member includes a reinforcing member body attached to the connecting member and a connecting member for connecting the reinforcing member bodies to each other. In addition, while providing a tip mounting portion corresponding to the inclination of each reinforcing member body caused by the relative positional relationship of the connecting member facing the connecting member, while using a reinforcing member having a thickness in the radius of curvature direction, Supplement The frame is constructed so that no unreasonable force acts on the whole material, so it is more advantageous in terms of strength than the conventional arch type roof structure that used a reinforcing material consisting of a bar, and the design An arched roof with many advantages can be obtained.

【0049】特に、上記の構成において、接続部材に、
骨組の一つの升目に該当する連結部材に取付けられる4
つの補強材本体に対応する先端取付部を設けるようにす
れば、4つの補強材本体を1つの接続部材で一体に接続
することができ、これにより十字状の補強材を構成して
骨組の強度をより良く高めることができる。
In particular, in the above configuration, the connecting member
4 attached to the connecting member corresponding to one square of the frame
By providing the tip mounting portions corresponding to the two reinforcing member main bodies, the four reinforcing member main bodies can be integrally connected by one connecting member, thereby forming a cross-shaped reinforcing member and strengthening the skeleton. Can be improved better.

【0050】また、本発明は、斜材と水平材が互いに連
結されて全体が格子状に構成され、また、水平材と斜材
とが曲率半径方向に延びる連結部材を介して幅方向に連
結されることにより幅方向中心から幅方向周辺側に先下
がりの傾斜面となるように構成された屋根構造におい
て、上記骨組の一つの升目に該当する連結部材のうち対
角線上にある相対向する連結部材に亘って上記曲率半径
方向に厚みを有する補強材を架設し、この補強材の両端
を連結部材の取付部分に取付けるとともに、この取付部
分を上記相対向する連結部材の相対的な位置関係により
生じる上記補強材の捩じれを阻止するように連結部材の
軸方向に対して傾けて設けたので、曲率半径方向に厚み
を有する補強材を採用しながらも補強材自体に捩じれを
生じさせることのない骨組を得ることができ、これによ
り請求項1の屋根構造同様に強度上有利で、しかもデザ
イン的にも利点の多いアーチ形の屋根を得ることができ
る。
Further, according to the present invention, the diagonal member and the horizontal member are connected to each other to form a lattice, and the horizontal member and the diagonal member are connected in the width direction via a connecting member extending in the radius of curvature direction. In the roof structure which is configured so as to have a slope inclined downward from the center in the width direction to the peripheral side in the width direction by being performed, diagonally opposed connections of connection members corresponding to one square of the skeleton A reinforcing member having a thickness in the radius of curvature direction is laid over the member, and both ends of the reinforcing member are attached to a mounting portion of the connecting member, and the mounting portion is connected by a relative positional relationship between the opposing connecting members. Since the reinforcing member is provided to be inclined with respect to the axial direction of the connecting member so as to prevent the twisting of the reinforcing member, the reinforcing member itself is not twisted while employing the reinforcing member having a thickness in the radius of curvature direction. Can be obtained scaffold thereby advantageously on the roof structural Similarly intensity of claim 1, it is possible to obtain a design basis to more arched roof of advantages.

【0051】特に、この構造において、上記補強材を、
基端部が上記相対向する連結部材に取付けられる補強材
本体と、これらの補強材本体の先端を互いに接続する接
続部材とから構成し、上記接続部材に、骨組の一つの升
目に該当する連結部材に取付けられる4つの補強材本体
に対応する先端取付部を設けるようにすれば、骨組の一
つの升目に該当する4つの連結部材にそれぞれ補強材本
体を取付けて1つの接続部材で一体に接続することがで
き、これにより十字状の補強材を構成して骨組の強度を
より良く高めることができる。
In particular, in this structure, the reinforcing material is
The base end portion is composed of a reinforcing member main body attached to the opposing connecting member, and a connecting member connecting the distal ends of these reinforcing member main bodies to each other, and the connecting member corresponds to one square of the skeleton. By providing the distal end mounting portions corresponding to the four reinforcing member bodies attached to the member, the reinforcing member bodies are respectively attached to the four connecting members corresponding to one square of the skeleton, and are integrally connected by one connecting member. This makes it possible to form a cross-shaped reinforcing member to further enhance the strength of the skeleton.

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

【図1】本発明の屋根構造が適用される屋根の骨組の第
1実施形態を示す斜視概略図である。
FIG. 1 is a schematic perspective view showing a first embodiment of a skeleton of a roof to which a roof structure of the present invention is applied.

【図2】図1におけるC−C断面図である。FIG. 2 is a sectional view taken along line CC in FIG.

【図3】上記骨組を示す斜視拡大図である。FIG. 3 is an enlarged perspective view showing the skeleton.

【図4】上記骨組の構成部材を示す斜視分解図である。FIG. 4 is an exploded perspective view showing constituent members of the skeleton.

【図5】補強材を構成する接続部材を示す平面図であ
る。
FIG. 5 is a plan view showing a connecting member constituting a reinforcing member.

【図6】上記屋根構造を示す模式図で、上図は図2に対
応する模式図、下図は上図に対応する図2のD矢視方向
の模式図である。
6 is a schematic diagram showing the roof structure, wherein the upper diagram is a schematic diagram corresponding to FIG. 2, and the lower diagram is a schematic diagram in the direction of arrow D in FIG. 2 corresponding to the upper diagram.

【図7】本発明の屋根構造が適用される屋根の骨組の第
2実施形態を示す斜視概略図である。
FIG. 7 is a schematic perspective view showing a second embodiment of a roof skeleton to which the roof structure of the present invention is applied.

【図8】(a)(b)は第2実施形態の骨組に適用され
る連結部材を示す概略図で、(a)は平面図、(b)は
正面図である。
FIGS. 8A and 8B are schematic views showing a connecting member applied to the skeleton according to the second embodiment, wherein FIG. 8A is a plan view and FIG. 8B is a front view.

【図9】第2実施形態の変形例を示す斜視概略図であ
る。
FIG. 9 is a schematic perspective view showing a modification of the second embodiment.

【図10】第1実施形態の骨組に適用される水平材の変
形例を示す概略図である。
FIG. 10 is a schematic view showing a modification of the horizontal member applied to the skeleton according to the first embodiment.

【図11】第1実施形態の骨組に適用される水平材の変
形例を示す概略図である。
FIG. 11 is a schematic view showing a modification of the horizontal member applied to the skeleton according to the first embodiment.

【図12】第1実施形態の骨組の変形例を示す図2に対
応する図である。
FIG. 12 is a view corresponding to FIG. 2 and showing a modification of the skeleton according to the first embodiment;

【図13】アーチ形の屋根の骨組を示す斜視概略図であ
る。
FIG. 13 is a schematic perspective view showing a framework of an arched roof.

【図14】図12におけるA−A断面図である。14 is a sectional view taken along the line AA in FIG.

【図15】図13の骨組に補強材を設けた例を示す斜視
図である。
FIG. 15 is a perspective view showing an example in which a reinforcing material is provided on the skeleton in FIG.

【図16】図13の骨組に補強材を設けた例を示す斜視
図である。
FIG. 16 is a perspective view showing an example in which a reinforcing material is provided on the skeleton of FIG.

【図17】骨組を示す模式図で、上図は図14に対応す
る模式図、下図は上図に対応する図14のB矢視方向の
模式図である。
17 is a schematic diagram showing a skeleton, wherein the upper diagram is a schematic diagram corresponding to FIG. 14, and the lower diagram is a schematic diagram in the direction of arrow B in FIG. 14 corresponding to the upper diagram.

【符号の説明】[Explanation of symbols]

20 骨組 21 水平材 22 斜材 23 連結部材 24 補強材 25 軸体 26,27,28,37 フランジ 29,30,31,34,35 取付孔 32 補強材本体 33 接続部材 36 軸体 Reference Signs List 20 frame 21 horizontal member 22 diagonal member 23 connecting member 24 reinforcing member 25 shaft member 26, 27, 28, 37 flange 29, 30, 31, 34, 35 mounting hole 32 reinforcing member main body 33 connecting member 36 shaft member

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 幅方向に延びる複数の斜材と、平面上で
前記幅方向と直交する方向に延びる複数の水平材とが互
いに連結されることにより全体が格子状に構成されると
ともに、上記水平材と斜材とが曲率半径方向に延びる連
結部材を介して幅方向に連結されることにより上面及び
下面が上記幅方向中心から幅方向周辺側に先下がりの傾
斜面となるように骨組が形成されてなる屋根構造におい
て、上記骨組の一つの升目に該当する連結部材のうち対
角線上にある相対向する連結部材に亘って上記曲率半径
方向に厚みを有する補強材が架設され、この補強材は、
基端部が各連結部材に取付けられる補強材本体と、補強
材本体の先端同士を互いに接続する接続部材とから構成
され、前記接続部材には、上記相対向する連結部材の相
対的な位置関係により生じる各補強材本体の傾きに対応
した先端取付部が設けられてなることを特徴とする屋根
構造。
1. A plurality of diagonal members extending in the width direction and a plurality of horizontal members extending in a direction orthogonal to the width direction on a plane are connected to each other, so that the entire structure is formed in a lattice shape. By connecting the horizontal member and the diagonal member in the width direction via a connecting member extending in the radius of curvature direction, the skeleton is formed such that the upper surface and the lower surface are inclined downward from the center in the width direction to the peripheral side in the width direction. In the roof structure thus formed, a reinforcing member having a thickness in the radius direction of curvature is laid over a diagonally opposed connecting member among the connecting members corresponding to one square of the skeleton, and the reinforcing member is provided. Is
A base end portion is composed of a reinforcing member main body attached to each connecting member, and a connecting member connecting the distal ends of the reinforcing member main bodies to each other, and the connecting member has a relative positional relationship between the opposed connecting members. A roof structure characterized in that a tip mounting portion corresponding to the inclination of each reinforcing member main body caused by the above is provided.
【請求項2】上記接続部材に、上記骨組の一つの升目に
該当する連結部材に取付けられる4つの補強材本体に対
応する上記先端取付部が設けられてなることを特徴とす
る請求項1記載の屋根構造。
2. The connecting member according to claim 1, wherein said connecting member is provided with said tip mounting portions corresponding to four reinforcing member bodies mounted on a connecting member corresponding to one square of said frame. Roof structure.
【請求項3】 幅方向に延びる複数の斜材と、平面上で
前記幅方向と直交する方向に延びる複数の水平材とが互
いに連結されることにより全体が格子状に構成されると
ともに、上記水平材と斜材とが曲率半径方向に延びる連
結部材を介して幅方向に連結されることにより上面及び
下面が上記幅方向中心から幅方向周辺側に先下がりの傾
斜面となるように骨組が形成されてなる屋根構造におい
て、上記骨組の一つの升目に該当する連結部材のうち対
角線上にある相対向する連結部材に亘って上記曲率半径
方向に厚みを有する補強材が架設され、この補強材はそ
の両端が連結部材の取付部分に取付けられ、この取付部
分は、上記相対向する連結部材の相対的な位置関係によ
り生じる上記補強材の捩じれを阻止するように連結部材
の軸方向に対して傾斜して設けられてなることを特徴と
する屋根構造。
3. A plurality of diagonal members extending in the width direction and a plurality of horizontal members extending in a direction orthogonal to the width direction on a plane are connected to each other, so that the entire structure is formed in a lattice shape. By connecting the horizontal member and the diagonal member in the width direction via a connecting member extending in the radius of curvature direction, the skeleton is formed such that the upper surface and the lower surface become inclined surfaces that are tapered from the center in the width direction to the peripheral side in the width direction. In the roof structure thus formed, a reinforcing member having a thickness in the radius direction of curvature is installed over a diagonally opposed connecting member corresponding to one square of the skeleton, and the reinforcing member is provided. Are attached at both ends to a mounting portion of the connecting member, and the mounting portion is arranged in the axial direction of the connecting member so as to prevent the reinforcing member from being twisted due to the relative positional relationship between the opposing connecting members. Inclination A roof structure characterized by being provided at an angle.
【請求項4】 上記補強材は、基端部が上記相対向する
連結部材に取付けられる補強材本体と、これらの補強材
本体の先端を互いに接続する接続部材とから構成される
ものであって、上記接続部材には、上記骨組の一つの升
目に該当する連結部材に取付けられる4つの補強材本体
に対応する先端取付部が設けられてなることを特徴とす
る請求項3記載の屋根構造。
4. The reinforcing member includes a reinforcing member body whose base end is attached to the opposing connecting member, and a connecting member that connects the distal ends of the reinforcing member bodies to each other. 4. The roof structure according to claim 3, wherein the connecting member is provided with tip mounting portions corresponding to four reinforcing member bodies mounted on a connecting member corresponding to one square of the skeleton.
JP08006630A 1996-01-18 1996-01-18 Roof structure Expired - Lifetime JP3086650B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08006630A JP3086650B2 (en) 1996-01-18 1996-01-18 Roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08006630A JP3086650B2 (en) 1996-01-18 1996-01-18 Roof structure

Publications (2)

Publication Number Publication Date
JPH09195435A JPH09195435A (en) 1997-07-29
JP3086650B2 true JP3086650B2 (en) 2000-09-11

Family

ID=11643689

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08006630A Expired - Lifetime JP3086650B2 (en) 1996-01-18 1996-01-18 Roof structure

Country Status (1)

Country Link
JP (1) JP3086650B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4723825B2 (en) * 2004-07-15 2011-07-13 株式会社若本製作所 Frame structure
CN103790276B (en) * 2014-02-25 2016-01-06 石家庄铁道大学 A kind of arch of the rope based on negative pressure Strengthening Technology combination roof system

Also Published As

Publication number Publication date
JPH09195435A (en) 1997-07-29

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