JP2003253762A - Prefabricated built-up structure - Google Patents

Prefabricated built-up structure

Info

Publication number
JP2003253762A
JP2003253762A JP2002051742A JP2002051742A JP2003253762A JP 2003253762 A JP2003253762 A JP 2003253762A JP 2002051742 A JP2002051742 A JP 2002051742A JP 2002051742 A JP2002051742 A JP 2002051742A JP 2003253762 A JP2003253762 A JP 2003253762A
Authority
JP
Japan
Prior art keywords
girder
joint
roof
bracket
angle
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.)
Granted
Application number
JP2002051742A
Other languages
Japanese (ja)
Other versions
JP3858148B2 (en
Inventor
Hitoshi Nakano
仁志 中野
Iwao Toyoshima
岩雄 豊島
Tadaharu Miyazaki
忠晴 宮崎
Kishikazu Furukawa
喜士一 古川
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 Koki Co Ltd
Original Assignee
Nippon Koki 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 Koki Co Ltd filed Critical Nippon Koki Co Ltd
Priority to JP2002051742A priority Critical patent/JP3858148B2/en
Publication of JP2003253762A publication Critical patent/JP2003253762A/en
Application granted granted Critical
Publication of JP3858148B2 publication Critical patent/JP3858148B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a prefabricated built-up structure wherein the connecting angle of a joint for connecting girder members can be continuously changed the variation in distance between the upper ends of the girder members opposed to each other with the variation of the angle can be made small, the selectable range of the connecting angle can be widened, a same component can be used for connecting sections having different connecting angles and reducing the number of components can be reduced. <P>SOLUTION: In the prefabricated built-up structure arranging the girder members 4 in series on the upper side of a strut and connecting the ends opposed to each other of the girder members 4 through the joint 5, the joint 5 includes a connecting shaft 21 in the direction of the width placed on an extension line of the upper end edges of both girder members between the girder members 4 or a position in the vicinity of them, a holding bracket 23 forming an insertion-hole for the connecting shaft 21 in the front end and fixing the base side to the girder members 4 and a fitting bracket 25, and inclined edge sections 35 and 44 inclined to the lower end side of the base section from insertion-holes 22 and 24 sides are formed in the holding bracket 23 and the fitting bracket 25. <P>COPYRIGHT: (C)2003,JPO

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、支柱の上側に支持
された桁材を幅方向に間隔を置いて並行状に配置すると
共に長手方向に継ぎ手を介して連結した組み立て構築物
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembled structure in which girders supported on the upper side of columns are arranged in parallel at intervals in the width direction and are connected in the longitudinal direction via joints.

【0002】[0002]

【従来の技術】通路等に設置される組み立て構築物で、
支柱の上側に支持された桁材を、幅方向に間隔を置いて
並行状に連結すると共に長手方向に直列状に配置し、長
手方向に隣り合う桁材の相対向する端部を継ぎ手を介し
て連結したものには、従来、実開平7−4625号公報
に記載のものがある。
2. Description of the Related Art Assembled structures installed in aisles,
The girders supported on the upper side of the pillars are connected in parallel at intervals in the width direction and arranged in series in the longitudinal direction, and the ends of the girders adjacent to each other in the longitudinal direction are opposed to each other via a joint. Conventionally, there is one described in Japanese Utility Model Publication No. 7-4625.

【0003】この組み立て構築物は、長手方向に隣り合
う桁材を、水平面と傾斜面(例えば階段、坂道等)との
境界部の上側の継ぎ手を介して、傾斜面の傾斜角度に対
応する屈曲状に連結している。この継ぎ手は、先端側に
多数の挿通孔が形成され且つ基部側が相対向する桁材の
端部に夫々取り付けられた一対のブラケットと、この各
ブラケットを連結する連結軸とを備え、その各ブラケッ
ト間で連結角度に応じて合致する2組の挿通孔に2本の
連結軸を挿通して、隣り合う桁材を適当な角度で連結で
きるようになっている。従って、この組み立て構築物
は、隣り合う桁材の連結角度の変化に対応するために別
々の継ぎ手を用意したり、施工時に連結角度に合わせて
連結用の部材を加工したりする必要がなく、コストを削
減できる利点がある。
In this assembled structure, the beams adjacent to each other in the longitudinal direction are bent into a bent shape corresponding to the inclination angle of the inclined surface via a joint above the boundary between the horizontal plane and the inclined surface (eg, stairs, slope, etc.). Connected to. This joint is provided with a pair of brackets each having a large number of insertion holes formed on the tip side and attached to the ends of the girder members whose base sides are opposed to each other, and a connecting shaft for connecting the brackets. Two connecting shafts are inserted through two sets of insertion holes that match each other in accordance with the connection angle, so that adjacent beam members can be connected at an appropriate angle. Therefore, this assembled structure does not need to prepare separate joints to cope with the change in the connection angle of the adjacent girders, or to process the members for connection in accordance with the connection angle at the time of construction. There is an advantage that can be reduced.

【0004】[0004]

【発明が解決しようとする課題】しかしこの継ぎ手は、
既定の連結角度用に各ブラケットに形成された挿通孔
に、2本の連結軸を挿通して桁材を連結するように構成
されているため、予め決められた連結角度を段階的に選
択することしかできず、傾斜面の傾斜角度等に応じた連
結角度の微調整ができないといった問題がある。
However, this joint is
Since the connecting member is configured to be inserted by inserting the two connecting shafts into the insertion hole formed in each bracket for the predetermined connecting angle, the predetermined connecting angle is selected stepwise. However, there is a problem that the connection angle cannot be finely adjusted according to the inclination angle of the inclined surface.

【0005】またこのような組み立て構築物は、桁材の
上側に雨避け、日避け等の屋根を設けることが一般的で
あり、桁材の連結部の上方にはその連結角度に対応する
連結屋根を設けている。しかし従来の組み立て構築物で
は、その継ぎ手の連結角度を変える際の実質的な中心が
上下方向の略中心となっており、連結角度の変化に伴う
相対向する桁材の上端部間の距離の変化が大きいため、
桁材の連結角度が夫々異なる各連結部に同一の連結屋根
を用いることが難しい。従って、各連結部毎に大きさ、
形状等の異なる連結屋根が必要となり、部品点数が増
え、コストが増加してしまう問題がある。
Further, in such an assembled structure, it is common to provide a roof for avoiding rain and sun on the upper side of the girder member, and above the joint part of the girder member, a connecting roof corresponding to the connecting angle. Is provided. However, in the conventional assembly structure, the substantial center when changing the connection angle of the joint is the vertical center, and the change in the distance between the upper ends of the opposite beam members due to the change in the connection angle. Is large,
It is difficult to use the same connection roof for each connection part where the connection angles of the beam members are different. Therefore, the size of each connecting part,
There is a problem that a connecting roof having a different shape is required, the number of parts increases, and the cost increases.

【0006】さらに、このような組み立て構築物では、
その継ぎ手の連結角度の選択可能範囲を大きくすること
が望ましい。即ち、同一構成の継ぎ手で小さい連結角度
から大きい連結角度にまで対応できれば、連結角度の大
小に応じて複数種類の継ぎ手を製造する必要がなく、コ
ストを削減することができる。
Further, in such an assembled construction,
It is desirable to increase the selectable range of the connection angle of the joint. That is, if a joint having the same structure can handle a small connecting angle to a large connecting angle, it is not necessary to manufacture a plurality of types of joints according to the size of the connecting angle, and the cost can be reduced.

【0007】本発明は、かかる従来の問題点に鑑み、長
手方向に桁材を連結する継ぎ手の連結角度を無段階に選
択でき、連結角度の変化に伴う相対向する桁材の上端部
間の距離の変化を小さくでき、連結角度の選択可能範囲
を大きくでき、しかも桁材の連結角度が異なる各連結部
にも同一部品を使用でき、部品点数を少なくすることが
できる組み立て構築物を提供することを目的とする。
In view of the above-mentioned conventional problems, the present invention allows stepless selection of the connection angle of the joint for connecting the girder members in the longitudinal direction, and the gap between the upper ends of the girder members facing each other according to the change in the connecting angle. (EN) Provided is an assembled structure capable of reducing a change in distance, increasing a selectable range of connection angles, and using the same part for each connection part having different connection angles of girders, thereby reducing the number of parts. With the goal.

【0008】[0008]

【課題を解決するための手段】本発明は、支柱3の上側
に、桁材4,74を幅方向に間隔を置いて並行状に配置
すると共に長手方向に直列状に配置し、前記長手方向に
隣り合う前記桁材4,74の相対向する端部を継ぎ手5
を介して連結した組み立て構築物において、前記継ぎ手
5は、前記長手方向に隣り合う前記桁材4,74の間で
その両者の上端縁の延長線上又はその近傍位置に配置さ
れた前記幅方向の連結軸21と、先端部に前記連結軸2
1用の挿通孔22,24が形成され且つ基部側が前記桁
材4,74に固定された挟持ブラケット23及び嵌合ブ
ラケット25とを備え、該挟持ブラケット23及び嵌合
ブラケット25に、前記挿通孔22,24側から前記基
部の下端側に傾斜する傾斜縁部35,44を形成してい
る。
According to the present invention, girders 4, 74 are arranged parallel to each other on the upper side of a column 3 at intervals in the width direction and arranged in series in the longitudinal direction. The adjacent ends of the adjacent girder members 4, 74 to the joint 5
In the assembled structure connected through the joint 5, the joint 5 is arranged between the girders 4, 74 adjacent to each other in the longitudinal direction on the extension line of the upper end edges of the both or in the vicinity thereof, and the joint in the width direction. The shaft 21 and the connecting shaft 2 at the tip
1 is provided with a holding bracket 23 and a fitting bracket 25 which are formed with through holes 22 and 24 and whose base side is fixed to the girders 4 and 74. The holding bracket 23 and the fitting bracket 25 are provided with the insertion holes. Sloped edge portions 35 and 44 are formed to incline from the 22 and 24 sides to the lower end side of the base portion.

【0009】〔発明の詳細な説明〕以下、本発明の各実
施形態を図面に基づいて詳述する。図1〜図14は本発
明の第1の実施形態を例示している。この実施形態は、
本発明に係る組み立て構築物を水平面1と傾斜面2とに
跨って設置したものである。
DETAILED DESCRIPTION OF THE INVENTION Each embodiment of the present invention will be described in detail below with reference to the drawings. 1 to 14 illustrate the first embodiment of the present invention. This embodiment is
The assembled structure according to the present invention is installed across a horizontal surface 1 and an inclined surface 2.

【0010】図1〜図3において、水平面1、傾斜面2
に立設された支柱3の上側に桁材4が支持され、この桁
材4が幅方向に所定間隔を置いて並列状に配置されると
共に長手方向に直列状に配置されており、水平面1と傾
斜面2との境界部の上側で、長手方向に隣り合う桁材4
が継ぎ手5を介して上下方向の屈曲状に連結されてい
る。そして桁材4の上側には、各桁材4の連結部6の近
傍を除いて主屋根7が設けられると共に、連結部6の両
側の主屋根7の間に連結屋根8が設けられている。
1 to 3, a horizontal plane 1 and an inclined plane 2 are shown.
The girders 4 are supported on the upper side of the columns 3 standing upright, and the girders 4 are arranged in parallel at predetermined intervals in the width direction and in series in the longitudinal direction. On the upper side of the boundary between the inclined surface 2 and the inclined surface 2, the girder members 4 adjacent in the longitudinal direction
Are connected via a joint 5 in a vertically bent shape. A main roof 7 is provided on the upper side of the girder member 4 except for the vicinity of the connecting portion 6 of each girder member 4, and a connecting roof 8 is provided between the main roofs 7 on both sides of the connecting portion 6. .

【0011】支柱3は、図1及び図3に示すように、断
面略四角形の中空柱状で、水平面1及び傾斜面2に略鉛
直状に立設され、幅方向に並行状及び長手方向に直列状
に配置された桁材4に対応して所定間隔を置いて2列状
に配列されている。なお、この実施形態では各桁材4を
2本の支柱3により支持するようになっているが、1本
の桁材4を3本以上の支柱3により支持するようにして
も良い。
As shown in FIGS. 1 and 3, the column 3 is a hollow column having a substantially quadrangular cross section, is erected substantially vertically on the horizontal surface 1 and the inclined surface 2, and is parallel in the width direction and serial in the longitudinal direction. Corresponding to the girder members 4 arranged in a line, they are arranged in two rows at a predetermined interval. In this embodiment, each girder member 4 is supported by the two columns 3, but one girder member 4 may be supported by three or more columns 3.

【0012】桁材4は、図1及び図3〜図5に示すよう
に、断面略四角形の中空柱状で、水平面1に対応する部
分と傾斜面2に対応する部分とによって異なる構造で支
柱3の上側に支持されている。即ち、水平面1に対応す
る桁材4は支柱3の上端部にL字金具、溶接等により直
接固定され、一方、傾斜面2に対応する桁材4はヒンジ
9を介して支柱3に間接的に取り付けられている。な
お、水平面1、傾斜面2に対応する桁材4は、夫々水平
面1、傾斜面2と略平行に設けられている。
As shown in FIGS. 1 and 3 to 5, the girder member 4 is a hollow pillar having a substantially quadrangular cross section, and has different structures depending on a portion corresponding to the horizontal plane 1 and a portion corresponding to the inclined surface 2. Is supported above. That is, the girder material 4 corresponding to the horizontal surface 1 is directly fixed to the upper end portion of the pillar 3 by L-shaped metal fittings, welding, etc., while the girder material 4 corresponding to the inclined surface 2 is indirectly connected to the pillar 3 via the hinge 9. Is attached to. The beam members 4 corresponding to the horizontal plane 1 and the inclined surface 2 are provided substantially parallel to the horizontal plane 1 and the inclined surface 2, respectively.

【0013】ヒンジ9は、図4及び図5に示すように、
支柱3の上端部に取り付けられた挟持ブラケット10
と、桁材4の下面に取り付けられた嵌合ブラケット11
と、挟持ブラケット10と嵌合ブラケット11とを連結
する連結軸12とを備え、傾斜面2の傾斜角度に対応し
て、支柱3と桁材4とのなす角度を連結軸12廻りに無
段階的に選択できるように構成されている。
The hinge 9 is, as shown in FIGS. 4 and 5,
Holding bracket 10 attached to the upper end of the column 3
And the fitting bracket 11 attached to the lower surface of the girder member 4.
And a connecting shaft 12 for connecting the holding bracket 10 and the fitting bracket 11 to each other, and the angle formed by the column 3 and the girder member 4 corresponding to the inclination angle of the inclined surface 2 is continuously variable around the connecting shaft 12. It is configured to be selectively selected.

【0014】挟持ブラケット10は、上下方向の中間の
フランジ部13と、このフランジ部13の基部側の固定
脚部14と、フランジ部13の先端側の一対の挟持片1
5とを一体に備えている。固定脚部14は略矩形板状
で、フランジ部13の幅方向の両側から基部側に突出す
るように形成されており、支柱3にその上端部から挿入
され、フランジ部13が支柱3の上端に当接された状態
で、タッピングビス等により支柱3に固定されている。
挟持片15はフランジ部13の幅方向の両側から先端側
に突出するように形成されており、その間が嵌合ブラケ
ット11用の嵌合空間16となっている。また挟持片1
5はその先端側が略半円形状に構成されており、その半
円形の略中心部分に連結軸12用の挿通孔17が形成さ
れている。
The holding bracket 10 includes an intermediate vertical flange portion 13, a fixed leg portion 14 on the base side of the flange portion 13, and a pair of holding pieces 1 on the tip end side of the flange portion 13.
5 and 5 are integrated. The fixed leg portion 14 has a substantially rectangular plate shape and is formed so as to project from both sides in the width direction of the flange portion 13 toward the base portion side. The fixed leg portion 14 is inserted into the support column 3 from its upper end portion, and the flange portion 13 is attached to the upper end of the support column 3. It is fixed to the support column 3 by tapping screws or the like in a state of being abutted on the.
The holding piece 15 is formed so as to project from both sides of the flange portion 13 in the width direction to the tip side, and a space between them is a fitting space 16 for the fitting bracket 11. In addition, sandwiching piece 1
5 has a substantially semi-circular shape at its tip side, and an insertion hole 17 for the connecting shaft 12 is formed at a substantially central portion of the semi-circle.

【0015】嵌合ブラケット11は、基部側の平板状の
固定部18と、この固定部18の先端側の嵌合片19と
を一体に備え、その固定部18が桁材4の下面に当接さ
れてボルト・ナット、タッピングビス等により固定され
ている。嵌合片19は、固定部18の幅方向の略中央か
ら先端側に突出するように形成されており、挟持ブラケ
ット10の嵌合空間16に嵌合できるように、その幅よ
りも僅かに小さい厚みに構成されている。また嵌合片1
9はその先端側が略半円形状に構成されており、その半
円形の略中心部分に連結軸12用の挿通孔20が形成さ
れている。
The fitting bracket 11 is integrally provided with a flat plate-shaped fixing portion 18 on the base side and a fitting piece 19 on the tip side of the fixing portion 18, and the fixing portion 18 contacts the lower surface of the girder member 4. They are in contact with each other and fixed with bolts / nuts, tapping screws, etc. The fitting piece 19 is formed so as to project from the approximate center in the width direction of the fixing portion 18 to the tip side, and is slightly smaller than the width thereof so that the fitting piece 19 can be fitted into the fitting space 16 of the holding bracket 10. It is composed of thickness. Also, the mating piece 1
9 has a substantially semi-circular shape at its tip side, and an insertion hole 20 for the connecting shaft 12 is formed at a substantially central portion of the semi-circle.

【0016】連結軸12はボルト・ナット、ピン等によ
り構成され、挟持ブラケット10の嵌合空間16に嵌合
ブラケット11の嵌合片19が嵌合された状態で、各ブ
ラケット10,11の挿通孔17,20に跨って桁材4
の幅方向に挿通されており、この連結軸12により各ブ
ラケット10,11が連結されている。
The connecting shaft 12 is composed of bolts, nuts, pins, etc., and is inserted into the fitting space 16 of the holding bracket 10 with the fitting piece 19 of the fitting bracket 11 fitted therein. Girder material 4 straddling the holes 17 and 20
The brackets 10 and 11 are connected by the connecting shaft 12.

【0017】継ぎ手5は、図1及び図6〜図8に示すよ
うに、長手方向に隣り合う桁材4の間に配置された幅方
向の連結軸21と、先端部に連結軸21用の挿通孔22
が形成され且つ基部側が長手方向に隣り合う桁材4の一
方に固定された挟持ブラケット23と、先端部に連結軸
21用の挿通孔24が形成され且つ基部側が他方の桁材
4に固定された嵌合ブラケット25とを備え、挟持ブラ
ケット23の先端側に嵌合ブラケット25の先端側を嵌
合した状態で各ブラケット23,25に跨ってその挿通
孔22,24に連結軸21が挿通されており、この継ぎ
手5により長手方向に隣り合う桁材4の相対向する端部
が連結されている。そしてこの継ぎ手5は、傾斜面2の
傾斜角度に対応して、長手方向に隣り合う桁材4の上下
方向の連結角度をその連結軸21廻りに無段階的に選択
できるようになっている。
As shown in FIGS. 1 and 6 to 8, the joint 5 has a connecting shaft 21 in the width direction arranged between the beam members 4 adjacent in the longitudinal direction, and a connecting shaft 21 for the connecting shaft 21 at the tip. Insertion hole 22
Is formed and the base side is fixed to one of the longitudinally adjoining beam members 4, and the insertion hole 24 for the connecting shaft 21 is formed at the tip end, and the base side is fixed to the other beam member 4. The fitting shaft 25 is provided, and the connecting shaft 21 is inserted through the insertion holes 22 and 24 across the brackets 23 and 25 with the tip end side of the holding bracket 23 fitted to the tip end side of the fitting bracket 25. The joints 5 connect the end portions of the beam members 4 that are adjacent to each other in the longitudinal direction to each other. The joint 5 is adapted so that the vertical connection angle of the longitudinally adjacent beam members 4 can be continuously selected around the connection shaft 21 in accordance with the inclination angle of the inclined surface 2.

【0018】挟持ブラケット23は、桁材4の長手方向
の中間部分に形成されたフランジ部26と、このフラン
ジ部26の基部側に形成された固定部27と、フランジ
部26の先端側に形成された一対の挟持片31とを一体
に備えている。固定部27は、基部側に突出する略矩形
板状の固定脚部29と、その下側で固定脚部29よりも
小さく基部側に突出する略矩形板状の突出部30とをフ
ランジ部26の幅方向の両側に備え、この固定脚部29
及び突出部30が桁材4にその端部から挿入されて、フ
ランジ部26が桁材4の端部に当接した状態で、固定脚
部29が桁材4にタッピングビス等により固定されてい
る。なお、固定脚部29及び突出部30は桁材4の内寸
に略対応しており、固定脚部29の上面が桁材4の内上
面に、固定脚部29及び突出部30の外側面が桁材4の
内側面に、突出部30の下面が桁材4の内下面に夫々当
接又は僅かな隙間をもって近接するようになっている。
The holding bracket 23 has a flange portion 26 formed at an intermediate portion in the longitudinal direction of the girder member 4, a fixing portion 27 formed on the base side of the flange portion 26, and a tip end side of the flange portion 26. The pair of sandwiching pieces 31 are integrally provided. The fixing portion 27 includes a substantially rectangular plate-shaped fixed leg portion 29 protruding toward the base side and a substantially rectangular plate-shaped protruding portion 30 below the fixed leg portion 29 and protruding toward the base side, which is smaller than the fixed leg portion 29. This fixed leg 29 is provided on both sides in the width direction of
Also, the fixing leg 29 is fixed to the girder member 4 by tapping screws or the like in a state where the projecting portion 30 is inserted into the girder member 4 from its end and the flange portion 26 abuts against the end of the girder member 4. There is. The fixed leg portion 29 and the protruding portion 30 substantially correspond to the inner size of the girder member 4, the upper surface of the fixed leg portion 29 is the inner upper surface of the girder member 4, and the outer surface of the fixed leg portion 29 and the protruding portion 30. And the lower surface of the protruding portion 30 abuts on the inner side surface of the girder member 4 or comes close to the inner lower surface of the girder member 4 with a slight gap, respectively.

【0019】挟持片31は、フランジ部26の幅方向の
両側から先端側に突出するように設けられ、その間に嵌
合ブラケット25用の嵌合空間32が形成されている。
また挟持片31は、その先端の上部に幅方向の略円柱形
状の連結軸挿通部33が形成され、この連結軸挿通部3
3とフランジ部26の上端部とをフランジ部26と略直
交状に結ぶ上縁部34と、連結軸挿通部33とフランジ
部26の下端部側とを傾斜状に結ぶ傾斜縁部35とによ
り略三角形板状、取り分け直角三角形板状に構成されて
いる。
The holding pieces 31 are provided so as to project from both sides of the flange portion 26 in the width direction to the tip side, and a fitting space 32 for the fitting bracket 25 is formed between them.
Further, the sandwiching piece 31 has a connecting shaft insertion portion 33 having a substantially columnar shape in the width direction formed on the upper end of the holding piece 31, and the connecting shaft insertion portion 3 is formed.
3 and an upper edge portion 34 connecting the upper end portion of the flange portion 26 to the flange portion 26 in a substantially orthogonal shape, and an inclined edge portion 35 connecting the connecting shaft insertion portion 33 and the lower end portion side of the flange portion 26 in an inclined shape. It is configured in a substantially triangular plate shape, and more particularly in a right triangle plate shape.

【0020】嵌合ブラケット25は、桁材4の長手方向
の中間部分に形成されたフランジ部36と、このフラン
ジ部36の基部側に形成された固定部37と、フランジ
部36の先端側に形成された嵌合片41とを一体に備え
ている。なお、固定部37は、固定脚部39と突出部4
0とを備え、挟持ブラケット23の固定部27と略同一
に構成されており、同様にして他方の桁材4の端部に取
り付けられている。
The fitting bracket 25 has a flange portion 36 formed at an intermediate portion in the longitudinal direction of the girder member 4, a fixing portion 37 formed on the base side of the flange portion 36, and a tip end side of the flange portion 36. It is integrally provided with the formed fitting piece 41. The fixed portion 37 includes the fixed leg portion 39 and the protruding portion 4.
0, and is configured substantially the same as the fixing portion 27 of the holding bracket 23, and is similarly attached to the end portion of the other beam member 4.

【0021】嵌合片41は、フランジ部36の幅方向の
略中央から突出するように設けられ、挟持ブラケット2
3の嵌合空間32に嵌合できるように、その幅よりも僅
かに小さい厚みに構成されている。また嵌合片41は、
その先端の上部に幅方向の略円柱形状の連結軸挿通部4
2が形成され、この連結軸挿通部42とフランジ部36
の上端部とをフランジ部36と略直交状に結ぶ上縁部4
3と、連結軸挿通部42とフランジ部36の下端部側と
を傾斜状に結ぶ傾斜縁部44とにより略三角形板状、取
り分け直角三角形板状に構成されており、挟持ブラケッ
ト23の挟持片31と略同一の形状となっている。
The fitting piece 41 is provided so as to project from the substantial center of the flange portion 36 in the width direction, and the holding bracket 2 is provided.
The thickness is slightly smaller than its width so that it can be fitted into the fitting space 32 of No. 3. The fitting piece 41 is
The connecting shaft insertion portion 4 having a substantially columnar shape in the width direction is provided on the upper end of the tip.
2 is formed, and the connecting shaft insertion portion 42 and the flange portion 36 are formed.
Upper edge portion 4 that connects the upper end portion of the and the flange portion 36 in a substantially orthogonal shape
3 and an inclined edge portion 44 connecting the connecting shaft insertion portion 42 and the lower end side of the flange portion 36 in an inclined manner, the triangular plate shape, particularly the right triangle plate shape, and the clamping piece of the clamping bracket 23. It has substantially the same shape as 31.

【0022】挿通孔22,24は、各ブラケット23,
25の連結軸挿通部33,42の略中央部に形成されて
いる。そして、挟持ブラケット23の嵌合空間32に嵌
合ブラケット25の嵌合片41が嵌合され、各ブラケッ
ト23,25の連結軸挿通部33,42及び挿通孔2
2,24が夫々略重なり合った状態で、各ブラケット2
3,25の挿通孔22,24に跨って連結軸21が挿通
されて、各ブラケット23,25が連結されている。
The insertion holes 22 and 24 are used for the brackets 23 and
The connecting shaft insertion portions 33, 42 of 25 are formed substantially in the center. Then, the fitting piece 41 of the fitting bracket 25 is fitted in the fitting space 32 of the holding bracket 23, and the connecting shaft insertion portions 33, 42 and the insertion hole 2 of each bracket 23, 25 are inserted.
In the state that 2 and 24 are substantially overlapped with each other, each bracket 2
The connection shaft 21 is inserted through the insertion holes 22 and 24 of the brackets 3 and 25 to connect the brackets 23 and 25.

【0023】連結軸21はボルト・ナット、ピン等によ
り構成され、隣り合う桁材4の上端縁の延長線の略交点
上に配置されており、その各桁材4の相対向する端部と
の距離が略等しくなっている。また挟持ブラケット23
の挟持片31と嵌合ブラケット25の嵌合片41との間
には僅かな隙間が形成されるようになっており、連結軸
21の挿通により連結された状態においても、その連結
角度を変更できるようになっている。なお、連結軸21
をボルト・ナットにより構成する場合には、挟持片31
を嵌合片41側に幅方向の両側から締め付けて固定する
ようにしても良い。また挟持片31の厚み方向の外面及
び嵌合片41の厚み方向の両面には、略三角形状の凹み
45が形成されている。
The connecting shaft 21 is composed of bolts, nuts, pins, etc., and is arranged at substantially the intersection of the extension lines of the upper edges of the adjacent beam members 4, and the ends of the beam members 4 facing each other are opposed to each other. Are almost equal in distance. Also, the holding bracket 23
A slight gap is formed between the sandwiching piece 31 and the fitting piece 41 of the fitting bracket 25, and the connection angle is changed even in the state of being connected by inserting the connecting shaft 21. You can do it. The connecting shaft 21
When the bolt is composed of bolts and nuts, the clamping piece 31
May be fixed to the fitting piece 41 side by tightening from both sides in the width direction. Further, a substantially triangular recess 45 is formed on the outer surface of the sandwiching piece 31 in the thickness direction and on both surfaces of the fitting piece 41 in the thickness direction.

【0024】主屋根7は、図1〜図3に示すように、桁
材4の連結部6の近傍を除く長手方向の略全体にわたっ
て設けられており、並行する桁材4に跨ってその上側に
設けられた梁材46と、この梁材46の上側に設けられ
た屋根板47と、この屋根板47を梁材46に固定する
ための固定部材48と、主屋根7の幅方向の両側の樋4
9とを備えている。
As shown in FIGS. 1 to 3, the main roof 7 is provided over substantially the entire longitudinal direction of the girder member 4 except for the vicinity of the connecting portion 6, and the upper side of the girder member 4 is extended over the parallel girder members 4. A beam member 46 provided on the roof member 47, a roof plate 47 provided on the upper side of the beam member 46, a fixing member 48 for fixing the roof plate 47 to the beam member 46, and both sides in the width direction of the main roof 7. Gutter 4
9 and 9.

【0025】梁材46は、下面及び側面が略平坦面に、
上面が円弧面に夫々形成された下部側に幅広部分を有す
る蒲鉾形状で、並行する桁材4から幅方向の外側に突出
するようにその両者の上側に跨って、桁材4の長手方向
に所定間隔を置いて複数配置されている。なお、梁材4
6はその厚み方向の両側のL字金具50を介して桁材4
に固定されている。
The beam member 46 has a substantially flat surface on the bottom and side surfaces,
The upper surface is a semi-cylindrical shape having a wide portion on the lower side formed on each of the circular arc surfaces, and extends in the longitudinal direction of the girder member 4 so as to project outward from the parallel girder members 4 in the width direction. A plurality of them are arranged at a predetermined interval. In addition, beam 4
6 is a girder material 4 through L-shaped metal fittings 50 on both sides in the thickness direction.
It is fixed to.

【0026】屋根板47は、梁材46の上面に、その形
状に沿った湾曲状態で固定部材48により固定されてい
る。固定部材48は、屋根板47の上面に沿って湾曲す
る帯板状に構成されており、屋根板47を上から押さえ
た状態でタッピングビス等により梁材46に固定されて
いる。
The roof plate 47 is fixed to the upper surface of the beam member 46 by a fixing member 48 in a curved state according to its shape. The fixing member 48 is formed in a strip plate shape that curves along the upper surface of the roof plate 47, and is fixed to the beam member 46 by tapping screws or the like while the roof plate 47 is pressed from above.

【0027】樋49は、断面U字状に構成され、梁材4
6の側部に主屋根7の長手方向の略全長にわたって固定
されており、屋根板47からの雨水等を受けるようにな
っている。樋49の内側の側面にはその上端に屋根板4
7の上側に屈曲する爪部51が一体に形成されており、
この爪部51により屋根板47の幅方向の両縁部を係止
するようになっている。また樋49は、支柱3に沿って
配管された排水管52が適宜箇所に接続されており、雨
水等を水平面1又は傾斜面2側に排出できるようになっ
ている。
The gutter 49 has a U-shaped cross section and has a beam member 4
The main roof 7 is fixed to the side of the roof 6 over substantially the entire length in the longitudinal direction, and receives rainwater and the like from the roof board 47. On the inner side surface of the gutter 49, there is a roof plate 4 at its upper end.
The claw portion 51 that bends to the upper side of 7 is integrally formed,
The claws 51 lock both edges of the roof plate 47 in the width direction. Further, the gutter 49 has a drain pipe 52, which is piped along the support column 3, connected to an appropriate place so that rainwater or the like can be discharged to the horizontal surface 1 or the inclined surface 2 side.

【0028】連結屋根8は、図1、図2、図6、図9及
び図10に示すように、桁材4の連結部6の長手方向の
両側に対向する梁材46の一方に固定された受け板53
と、他方に固定され且つその先端側が受け板53の先端
側に適当な上下間隔をおいてオーバーラップする掛け板
54とを別体に備え、主屋根7の梁材46と略同一幅に
構成されて、桁材4の連結部6の長手方向の両側の主屋
根7の間に、並行する桁材4に跨って設けられている。
なお、連結屋根8はアルミニウム又はその合金等の押し
出し型材等により形成されている。
As shown in FIGS. 1, 2, 6, 9, and 10, the connecting roof 8 is fixed to one of the beam members 46 facing both sides in the longitudinal direction of the connecting portion 6 of the girder member 4. Support plate 53
And a hanging plate 54, which is fixed to the other and has its tip end side overlapping the tip end side of the receiving plate 53 with an appropriate vertical interval, and has a substantially same width as the beam member 46 of the main roof 7. Thus, the beam members 4 are provided between the main roofs 7 on both sides in the longitudinal direction of the connecting portions 6 of the beam members 4 and across the beam members 4 in parallel.
The connecting roof 8 is formed of an extruded mold material such as aluminum or its alloy.

【0029】受け板53は、図2、図6及び図9に示す
ように、前記一方の梁材46の下部側の幅広部分にその
幅方向の略全長にわたって一端が固定された第1部材5
5と、この第1部材55の他端側に連結された第2部材
56と、幅方向の両側に装着された側板57とを備え、
その第1部材55及び第2部材56が桁材4に当接又は
近接するように設けられている。
As shown in FIGS. 2, 6 and 9, the receiving plate 53 has a first member 5 fixed at one end to the wide portion on the lower side of the one beam 46 over substantially the entire width thereof.
5, a second member 56 connected to the other end side of the first member 55, and side plates 57 mounted on both sides in the width direction,
The first member 55 and the second member 56 are provided so as to come into contact with or come close to the beam member 4.

【0030】第1部材55は、一端に、タッピングビス
等により一方の梁材46の側面に略当接して固定される
固定部61を、他端側に、桁材4に略当接してタッピン
グビス等により固定される当接固定部62を、この当接
固定部62の先端側に、上側に突出し且つ第2部材56
と係合して連結される連結固定部58を夫々備え、略く
字状の屈曲形状に形成されている。
The first member 55 has a fixing portion 61 at one end, which is fixed substantially in contact with the side surface of one beam member 46 by a tapping screw or the like. The abutment fixing portion 62 fixed by a screw or the like is provided on the tip end side of the abutment fixing portion 62 so as to protrude upward and to have the second member 56.
Each of them is provided with a connecting and fixing portion 58 which is engaged with and connected to each other, and is formed into a substantially V-shaped bent shape.

【0031】第2部材56は、一端に、第1部材55と
係合して連結される連結固定部59を、他端側に、継ぎ
手5の各ブラケット23,25の連結軸挿通部33,4
2に乗り上げ且つ先端部が継ぎ手5の連結軸21より他
端側に斜め上向きに突出する返し部63を夫々備え、連
結固定部59と返し部63との間が第1部材55の当接
固定部62と略平行な略平面状に構成されると共に、桁
材4に近接されている。
The second member 56 has, at one end, a connecting and fixing portion 59 that is engaged with and connected to the first member 55, and on the other end side, the connecting shaft insertion portions 33, 25 of the brackets 23, 25 of the joint 5. Four
The return member 63 is provided on the other end of the joint 5 so as to project obliquely upward to the other end side from the connecting shaft 21 of the joint 5, and the first member 55 is abutted and fixed between the connection fixing portion 59 and the return portion 63. It is configured to have a substantially flat shape that is substantially parallel to the portion 62, and is close to the girder member 4.

【0032】側板57は、第1部材55の一端から第2
部材56の他端にわたって、その幅方向の両側にタッピ
ングビス等により固定されており、第1部材55及び第
2部材56より上側に突出して、その幅方向の両側から
の雨水等の漏れを防止するようになっている。なお、側
板57は、その下端縁が桁材4の上端縁と略同一高さと
なるように設けられている。
The side plate 57 extends from one end of the first member 55 to the second member.
It is fixed to both sides in the width direction across the other end of the member 56 by tapping screws or the like, and protrudes above the first member 55 and the second member 56 to prevent leakage of rainwater or the like from both sides in the width direction. It is supposed to do. The side plate 57 is provided so that the lower end edge thereof has substantially the same height as the upper end edge of the girder member 4.

【0033】掛け板54は、図2、図6及び図10に示
すように、前記他方の梁材46の下部側の幅広部分にそ
の幅方向の略全長にわたって他端が固定された第1部材
64と、この第1部材64の一端側に連結された第2部
材65と、幅方向の両側に装着された側板66とを備
え、その第1部材64及び第2部材65の上面側が梁材
46との固定部70から受け板53側へと下向きに傾斜
する略平面状に形成されて、雨水等を受け板53側に案
内するようになっている。
As shown in FIGS. 2, 6 and 10, the hanging plate 54 has a first member whose other end is fixed to a wide portion on the lower side of the other beam member 46 over substantially the entire length in the width direction. 64, a second member 65 connected to one end side of the first member 64, and side plates 66 mounted on both sides in the width direction, and upper surfaces of the first member 64 and the second member 65 are beam members. It is formed in a substantially flat shape that inclines downward from the fixed portion 70 with respect to 46 toward the receiving plate 53 side, and guides rainwater and the like to the receiving plate 53 side.

【0034】第1部材64は、他端に、タッピングビス
等により他方の梁材46の側面に略当接して固定される
固定部70を、一端側に、第2部材65と係合して連結
される連結固定部67を、この連結固定部67の下側
に、桁材4に当接してタッピングビス等により固定され
る当接固定部71を夫々備え、固定部70と連結固定部
67との間が略平面状に構成されている。
The first member 64 has a fixed portion 70 at the other end, which is fixed substantially in contact with the side surface of the other beam member 46 by a tapping screw or the like. The connecting and fixing portions 67 to be connected are provided below the connecting and fixing portions 67, respectively, abutting and fixing portions 71 that come into contact with the beam members 4 and are fixed by tapping screws or the like. Is formed in a substantially flat shape.

【0035】第2部材65は、他端に、第1部材64と
係合して連結される連結固定部68を、一端に、下側に
屈曲する屈曲部72を夫々備え、連結固定部68と屈曲
部72との間が第1部材64と略平行な略平面状に構成
されると共に、屈曲部72側が継ぎ手5の連結軸21よ
り一方側に突出し、受け板53の先端側に上下に適当な
間隔をおいてオーバーラップしている。第1部材64と
第2部材65とは、連結された状態でその上側が略平面
状に形成されており、雨水等を受け板53に案内するよ
うになっている。
The second member 65 is provided at the other end with a connecting and fixing portion 68 which is engaged with and connected to the first member 64, and at one end, a bending portion 72 which bends downward. And a bent portion 72 are formed in a substantially flat shape substantially parallel to the first member 64, and the bent portion 72 side projects to one side from the connecting shaft 21 of the joint 5 and moves vertically to the tip side of the receiving plate 53. Overlaps at appropriate intervals. The first member 64 and the second member 65 are formed in a substantially flat shape on the upper side in a connected state, and guide the rainwater and the like to the receiving plate 53.

【0036】側板66は、第1部材64の他端から第2
部材65の一端にわたって、その幅方向の両側にタッピ
ングビス等により固定されており、第1部材64及び第
2部材65より上側に突出して、その幅方向の両側から
の雨水等の漏れを防止するようになっている。なお、掛
け板54の幅は受け板53よりも僅かに短くなってお
り、掛け板54の側板66の先端側が受け板53の側板
57の内側に重なるようになっている。また側板66の
先端下側には連結軸21を中心とする円弧状の切り欠き
部66aが形成されている。また側板66は、その下端
縁が桁材4の上端縁と略同一高さとなるように設けられ
ている。
The side plate 66 extends from the other end of the first member 64 to the second member.
It is fixed to both sides in the width direction of the member 65 by tapping screws or the like, and protrudes above the first member 64 and the second member 65 to prevent leakage of rainwater or the like from both sides in the width direction. It is like this. The width of the hanging plate 54 is slightly smaller than that of the receiving plate 53, and the tip side of the side plate 66 of the hanging plate 54 overlaps the inside of the side plate 57 of the receiving plate 53. Further, an arcuate notch 66a centering on the connecting shaft 21 is formed below the tip of the side plate 66. Further, the side plate 66 is provided so that the lower end edge thereof has substantially the same height as the upper end edge of the girder member 4.

【0037】また受け板53には、その第1部材55の
当接固定部62に排水穴73が形成されている。排水穴
73は並行する桁材4の両外側に形成されており、近傍
の支柱3に沿って配管された排水管(図示略)が接続さ
れて、連結屋根8の雨水等を水平面1又は傾斜面2側に
排出するようになっている。
A drainage hole 73 is formed in the contact fixing portion 62 of the first member 55 of the receiving plate 53. The drainage holes 73 are formed on both outer sides of the parallel beam members 4, and drainage pipes (not shown) piped along the adjacent columns 3 are connected to the rainwater and the like on the connecting roof 8 to the horizontal plane 1 or the slope. It is designed to be discharged to the surface 2 side.

【0038】この組み立て構築物の施工に際しては、ま
ず水平面1及び傾斜面2に立設された支柱3の上側に桁
材4を取り付ける。このとき、傾斜面2側の支柱3にヒ
ンジ9を介して桁材4を取り付けるので、傾斜面2の傾
斜角度に対応して、支柱3と桁材4とのなす角度を無段
階に選択することができる。従って、傾斜面2の傾斜角
度(支柱3と桁材4とのなす角度)が異なる場合にも、
同一のヒンジ9を用いることができ、また同一の構造に
より簡単に取り付けることができる。
In constructing this assembled structure, first, the girder member 4 is attached to the upper side of the column 3 standing on the horizontal surface 1 and the inclined surface 2. At this time, since the girder material 4 is attached to the support pillar 3 on the inclined surface 2 side via the hinge 9, the angle formed by the support pillar 3 and the girder material 4 is continuously selected according to the inclination angle of the inclined surface 2. be able to. Therefore, even when the inclination angle of the inclined surface 2 (angle formed by the column 3 and the girder 4) is different,
The same hinge 9 can be used and the same structure makes it easy to mount.

【0039】次に、水平面1側の桁材4と傾斜面2側の
桁材4との相対向する端部を、傾斜面2の傾斜角度に対
応する連結角度で継ぎ手5を介して連結する。相対向す
る桁材4の端部の一方に継ぎ手5の挟持ブラケット23
を、他方に嵌合ブラケット25を予め取り付けておき、
その挿通孔22,24を合致させて連結軸21を挿通す
れば良い。また挟持ブラケット23の嵌合空間32の幅
が、嵌合ブラケット25の嵌合片41の厚みよりも若干
大きくなっているので、容易に挿通孔22,24を合致
させることができる。
Next, the opposite ends of the girder material 4 on the horizontal surface 1 side and the girder material 4 on the inclined surface 2 side are connected via a joint 5 at a connection angle corresponding to the inclination angle of the inclined surface 2. . The holding bracket 23 of the joint 5 is provided on one of the ends of the beam members 4 facing each other.
, The fitting bracket 25 is previously attached to the other,
The connecting shaft 21 may be inserted with the insertion holes 22 and 24 aligned. Moreover, since the width of the fitting space 32 of the holding bracket 23 is slightly larger than the thickness of the fitting piece 41 of the fitting bracket 25, the insertion holes 22 and 24 can be easily aligned with each other.

【0040】継ぎ手5を、一方の桁材4に固定される挟
持ブラケット23と、他方の桁材4に固定される嵌合ブ
ラケット25と、それらの挿通孔22,24に跨って挿
通される1本の連結軸21とにより構成しているので、
傾斜面2の傾斜角度に対応して、長手方向に隣り合う桁
材4の連結角度を連結軸21廻りに無段階に選択可能で
ある。従って、傾斜面2の傾斜角度(隣り合う桁材4の
連結角度)の如何にかかわらず、同一の構造で簡単に連
結することができる。
The joint 5 is inserted through the holding bracket 23 fixed to one of the beam members 4, the fitting bracket 25 fixed to the other beam member 4, and the insertion holes 22 and 24 thereof. Since it is configured with the book connecting shaft 21,
Corresponding to the inclination angle of the inclined surface 2, the connection angle of the beam members 4 adjacent in the longitudinal direction can be continuously selected around the connection shaft 21. Therefore, regardless of the inclination angle of the inclined surface 2 (the connection angle of the adjacent beam members 4), they can be easily connected with the same structure.

【0041】図11〜図14は、長手方向に隣り合う桁
材4の様々な連結角度の選択例を示している。なお、図
11は、一方側の桁材4を一方に下向き45度の傾斜状
に、他方側の桁材4を略水平に夫々設けたものであり、
図12は一方側の桁材4を一方に下向き30度の傾斜状
に、他方側の桁材4を略水平に夫々設けたものであり、
図13は一方側の桁材4を略水平に、他方側の桁材4を
他方に上向き45度の傾斜状に夫々設けたものであり、
また図14は両者を略水平に設けたものである。
11 to 14 show examples of selecting various connection angles of the beam members 4 adjacent to each other in the longitudinal direction. In addition, in FIG. 11, the girder material 4 on one side is provided on one side in an inclined shape of 45 degrees downward, and the girder material 4 on the other side is provided substantially horizontally, respectively.
In FIG. 12, one side of the girder member 4 is inclined downward at 30 degrees, and the other side of the girder member 4 is provided substantially horizontally.
FIG. 13 shows that the girder material 4 on one side is provided substantially horizontally and the girder material 4 on the other side is provided on the other in an inclined shape of 45 degrees upward.
Further, in FIG. 14, both are provided substantially horizontally.

【0042】このように山型傾斜状、谷型傾斜状、平行
状等、隣り合う桁材4の連結角度が夫々異なる各連結部
6で、同一の継ぎ手5を用いることが可能である。勿
論、例示以外の連結角度も無段階に選択可能である。継
ぎ手5の各ブラケット23,25に、その先端の上部か
ら基部の下端側に傾斜する傾斜縁部35,44を形成し
ているので、一方側又は他方側の桁材4を一方又は他方
に下向きの傾斜状に設ける場合、又は一方側及び他方側
の桁材4を一方及び他方に下向きの傾斜状に設ける場合
に、各ブラケット23,25が干渉する傾斜角度を大き
くでき、連結角度の選択可能範囲を大きくすることがで
きる。
As described above, the same joint 5 can be used in each connecting portion 6 having different connecting angles of the adjacent beam members 4, such as the mountain-shaped inclined shape, the valley-shaped inclined shape, and the parallel shape. Of course, connection angles other than the illustrated ones can be continuously selected. Since each of the brackets 23 and 25 of the joint 5 is formed with the inclined edges 35 and 44 which incline from the upper end of the bracket to the lower end side of the base, the beam member 4 on one side or the other side is directed downward to one or the other. When it is provided in the inclined shape of, or when the one side and the other side girder material 4 is provided in the one side and the downward inclined shape, the inclination angle at which the brackets 23 and 25 interfere can be increased, and the connection angle can be selected. The range can be increased.

【0043】なお、各ブラケット23,25のフランジ
部26,36と傾斜縁部35,44とのなす角度を大き
くすることにより、更に大きい傾斜角度で連結すること
も可能である。即ち、この実施形態では、図11に示す
ように、一方側又は他方側の桁材4が一方又は他方に下
向き45度に傾斜したときに、各ブラケット23,25
の傾斜縁部35,44が相手側のブラケット25,23
に略当接し、それ以上の連結角度を選択できないように
なっているが、例えば、各ブラケット23,25の上縁
部34,43を長くして、フランジ部26,36と傾斜
縁部35,44とのなす角度を大きくすれば、連結角度
の選択可能範囲を大きくすることができる。
By increasing the angle formed between the flange portions 26, 36 of the brackets 23, 25 and the inclined edges 35, 44, it is possible to connect the brackets 23, 25 at a larger inclination angle. That is, in this embodiment, as shown in FIG. 11, when the girder material 4 on one side or the other side is inclined downward to one side or the other side by 45 degrees, each bracket 23, 25
Of the mating brackets 25, 23
, But it is impossible to select a connection angle beyond that. For example, the upper edges 34, 43 of the brackets 23, 25 are lengthened to make the flanges 26, 36 and the inclined edges 35, If the angle formed with 44 is increased, the selectable range of the connection angle can be increased.

【0044】また図14に示すように、隣り合う桁材4
を略平行状に連結する際にも、この継ぎ手5を介して連
結することが可能であるが、この場合は、平板状の連結
部材を介して連結する等、周知の連結手段を用いても良
い。
Further, as shown in FIG. 14, adjacent beam members 4
It is also possible to connect through the joints 5 when connecting in parallel with each other, but in this case, well-known connecting means such as connection through a flat plate-like connecting member may be used. good.

【0045】桁材4を連結したら、並行する桁材4に跨
って主屋根7を設置する。樋49の内側面に爪部51を
一体に設け、その爪部51により屋根板47の幅方向の
両縁部を係止するように構成しているので、屋根板47
の縁部を押さえるための部材と樋49とを別々に設けて
夫々取り付ける場合に比べ、施工の手間を省くことがで
き、また部品点数を減らすことができる。
After connecting the girders 4, the main roof 7 is installed across the girders 4 arranged in parallel. The claw portion 51 is integrally provided on the inner surface of the gutter 49, and the claw portion 51 is configured to lock both edges of the roof plate 47 in the width direction.
As compared with a case where a member for pressing the edge portion of the gutter and the gutter 49 are separately provided and attached, the labor of construction can be saved and the number of parts can be reduced.

【0046】次に、連結部6の両側の主屋根7の間に跨
って連結屋根8を取り付ける。このとき、図6及び図1
1〜図14に示すように、隣り合う桁材4の内、下にな
る側に受け板53を、上になる側に掛け板54を夫々設
ける。これにより掛け板54側から受け板53側に雨水
等を円滑に案内できる。また図11、図12及び図14
に示すように、掛け板54を設ける側の桁材4が略水平
状に設けられている場合にも、掛け板54の第1部材6
4及び第2部材65により形成される平面状部分が受け
板53側に下がる傾斜状に構成されているので、雨水等
を確実に受け板53側に案内できる。
Next, the connecting roof 8 is attached across the main roofs 7 on both sides of the connecting portion 6. At this time, FIG. 6 and FIG.
As shown in FIGS. 1 to 14, of the adjacent beam members 4, a receiving plate 53 is provided on the lower side and a hanging plate 54 is provided on the upper side. As a result, rainwater or the like can be smoothly guided from the hanging plate 54 side to the receiving plate 53 side. Also, FIG. 11, FIG. 12 and FIG.
As shown in, even when the beam member 4 on the side where the hanging plate 54 is provided is provided in a substantially horizontal shape, the first member 6 of the hanging plate 54 is
Since the planar portion formed by the fourth member 65 and the second member 65 has an inclined shape that descends toward the receiving plate 53 side, rainwater and the like can be reliably guided to the receiving plate 53 side.

【0047】連結屋根8を受け板53と掛け板54とに
より別々に構成し、その掛け板54の先端側を受け板5
3の先端側に対して所定の隙間をおいてオーバーラップ
するように配置しているので、山型傾斜状、谷型傾斜
状、平行状等、隣り合う桁材4の連結角度が夫々異なる
各連結部6で、同一部材により連結屋根8を構成するこ
とができ、また掛け板54側の雨水等を受け板53側に
確実に案内することができる。
The receiving plate 53 and the hanging plate 54 are separately constructed to form the connecting roof 8, and the receiving plate 5 at the tip end side of the hanging plate 54 is formed.
Since they are arranged so as to overlap with the tip side of 3 with a predetermined gap, the connection angles of adjacent girder members 4 such as a mountain-shaped inclined shape, a valley-shaped inclined shape, and a parallel shape are different from each other. The connecting portion 6 can form the connecting roof 8 with the same member, and can reliably guide the rainwater on the hanging plate 54 side to the receiving plate 53 side.

【0048】継ぎ手5の連結軸21を、長手方向に隣り
合う桁材4の間でその両者の上端縁の延長線上(両者を
屈曲状に設けた場合には上端縁の延長線の交点上)に設
け、継ぎ手5の上側部分を角度変化の回転中心としてい
るので、連結角度の変化に伴う相対向する桁材4の上端
角部間の距離の変化を小さくできる。従って、桁材4の
連結部6の上側に連結屋根8、その他の部材を設ける場
合にも、その連結角度の如何にかかわらず同一の部材を
用いることが容易であり、部品点数を少なくでき、コス
トを削減することができる。実施形態のように連結屋根
8を設ける場合には、その受け板53及び掛け板54の
先端部、即ち返し部63及び屈曲部72と連結軸21と
の距離を小さくできるので、連結角度の変化に伴う受け
板53及び掛け板54の先端部の移動量が少なく、広い
範囲の連結角度に対して同一の部材で連結屋根8を構成
することが可能である。
The connecting shaft 21 of the joint 5 is located on the extension line of the upper end edges of the beam members 4 adjacent to each other in the longitudinal direction (on the intersection of the extension lines of the upper end edges when both are provided in a bent shape). Since the upper part of the joint 5 is used as the rotation center of the angle change, the change in the distance between the upper end corners of the beam members 4 facing each other due to the change in the connection angle can be reduced. Therefore, even when the connecting roof 8 and other members are provided above the connecting portion 6 of the girder member 4, it is easy to use the same member regardless of the connecting angle, and the number of parts can be reduced. The cost can be reduced. When the connecting roof 8 is provided as in the embodiment, the distance between the tip end of the receiving plate 53 and the hanging plate 54, that is, the return portion 63 and the bent portion 72, and the connecting shaft 21 can be reduced, so that the change of the connecting angle is changed. The amount of movement of the tip ends of the receiving plate 53 and the hanging plate 54 is small, and it is possible to configure the connecting roof 8 with the same member for a wide range of connecting angles.

【0049】なお、図11及び図12に示すように受け
板53を設ける側の桁材4を下向きの傾斜状に設ける場
合は、受け板53の第1部材55の当接固定部62では
なく当接固定部62と固定部61との間に排水穴73を
形成すれば、雨水等を確実に排出できる。
As shown in FIGS. 11 and 12, when the girder member 4 on the side where the receiving plate 53 is provided is provided in a downward inclined shape, it is not the contact fixing portion 62 of the first member 55 of the receiving plate 53. If a drainage hole 73 is formed between the contact fixing portion 62 and the fixing portion 61, rainwater and the like can be reliably discharged.

【0050】また図11に示すように受け板53を設け
る側の桁材4が下向きに45度傾斜している場合、また
図13に示すように掛け板54を設ける側の桁材4が上
向きに45度傾斜している場合には、この実施形態で
は、連結屋根8の受け板53と掛け板54との先端側が
略接触し、それ以上大きな連結角度を選択できないよう
に構成されているが、それらの先端側の形状の変更、受
け板53と掛け板54との間の隙間寸法の変更等によ
り、さらに大きな連結角度を選択することも可能であ
る。
Further, as shown in FIG. 11, when the girder member 4 on which the receiving plate 53 is provided is inclined downward by 45 degrees, and as shown in FIG. 13, the girder member 4 on which the hanging plate 54 is provided faces upward. In this embodiment, the tip side of the receiving plate 53 of the connecting roof 8 and the hanging plate 54 are substantially in contact with each other when inclined at an angle of 45 degrees, so that a larger connecting angle cannot be selected. It is also possible to select a larger connection angle by changing the shape of the tip end side thereof, changing the gap size between the receiving plate 53 and the hanging plate 54, and the like.

【0051】図15及び図16は本発明の第2の実施形
態を例示する。この実施形態は略水平状に設けられた桁
材4の側方に、この水平状の桁材4に略直交し且つその
桁材4と反対側が下となるように傾斜する桁材4を、短
尺桁材74を介して連続状に設けたものである。水平状
の桁材4の側部には、その長手方向に所定間隔をおいて
短尺桁材74が並行状に、適宜連結部材、溶接等により
固定されている。短尺桁材74は、略水平状に設けられ
ると共に、水平状の桁材4と略直交状に設けられてお
り、この短尺桁材74と直列状に、傾斜状の桁材4が前
記所定間隔をおいて並行状に配置されている。短尺桁材
74と傾斜状の桁材4との相対向する端部には、その一
方に継ぎ手5の挟持ブラケット23又は嵌合ブラケット
25が、他方に嵌合ブラケット25又は挟持ブラケット
23が夫々取り付けられており、それらの挿通孔22,
24に跨って連結軸21が挿通されて、短尺桁材74と
傾斜状の桁材4とが連結されている。また短尺桁材74
の上側には連結屋根8の掛け板54が、傾斜状の桁材4
の上側には受け板53が夫々設けられており、掛け板5
4の水平状の桁材4側の端部は、主屋根7の梁材46等
に固定されている。他の構成は第1の実施形態と略同様
である。
15 and 16 illustrate a second embodiment of the present invention. In this embodiment, a girder member 4 is provided on the side of the girder member 4 provided in a substantially horizontal shape, which is substantially orthogonal to the horizontal girder member 4 and is inclined so that the side opposite to the girder member 4 is downward. It is provided continuously through the short girder material 74. Short girder members 74 are fixed in parallel to the side portions of the horizontal girder member 4 at predetermined intervals in the longitudinal direction thereof in a parallel shape by a connecting member, welding, or the like. The short girder member 74 is provided in a substantially horizontal shape and is provided substantially orthogonal to the horizontal girder member 4, and the inclined girder member 4 is arranged in series with the short girder member 74 in the predetermined interval. Are placed in parallel with each other. At the opposite ends of the short girder member 74 and the inclined girder member 4, the holding bracket 23 or the fitting bracket 25 of the joint 5 is attached to one of the ends, and the fitting bracket 25 or the holding bracket 23 is attached to the other end. And their insertion holes 22,
The connecting shaft 21 is inserted so as to extend over 24, and the short girder member 74 and the inclined girder member 4 are connected. Also, short girder material 74
The hanging plate 54 of the connecting roof 8 is provided on the upper side of the
Receiving plates 53 are provided on the upper side of the
An end portion of the horizontal girder 4 on the side of the girder 4 is fixed to the beam member 46 or the like of the main roof 7. Other configurations are substantially the same as those in the first embodiment.

【0052】このように、水平状と傾斜状の桁材4を略
T字状に設けることも可能である。短尺桁材74を水平
状の桁材4と略直交状にその側部に固定し、短尺桁材7
4と傾斜状の桁材4とを継ぎ手5を介してその長手方向
に連結しているので、第1の実施形態と略同一の構造で
連結することができる。従って、短尺桁材74と傾斜状
の桁材4との連結角度が異なっても同一の継ぎ手5、連
結屋根8等の部材を用いることができる。なお、この実
施形態において、傾斜状の桁材4を、水平状の桁材4と
反対側が上となるような傾斜状に設ける場合には、短尺
の桁材4の上側に連結屋根8の受け板53を設ければ良
い。
As described above, it is possible to provide the horizontal and inclined girder members 4 in a substantially T shape. The short girder member 74 is fixed to the side part of the horizontal girder member 4 substantially orthogonally to the short girder member 7.
4 and the inclined girder member 4 are connected to each other in the longitudinal direction via the joint 5, it is possible to connect them with substantially the same structure as in the first embodiment. Therefore, even if the connection angle between the short girder member 74 and the inclined girder member 4 is different, the same member such as the joint 5 and the connecting roof 8 can be used. In addition, in this embodiment, when the inclined girder member 4 is provided in an inclined shape such that the side opposite to the horizontal girder member 4 is upward, the receiving of the connecting roof 8 is provided above the short girder member 4. The plate 53 may be provided.

【0053】以上、本発明の各実施形態について詳述し
たが、本発明はこれらの実施形態に限られるものではな
く、本発明の趣旨を逸脱しない範囲で種々の変更が可能
である。例えば、実施形態では水平面1に略平行に設け
られた桁材4と、傾斜面2に略平行に設けられた桁材4
とを、継ぎ手5を介して屈曲状に連結しているが、同一
水平面1上に、略水平状の桁材4と、傾斜状の桁材4と
を直列状に設け、それらの相対向する端部を屈曲状に連
結しても良い。また水平面1及び傾斜面2に、夫々略平
行に桁材4を設けているが、必ずしも平行に設ける必要
はない。
Although the respective embodiments of the present invention have been described in detail above, the present invention is not limited to these embodiments, and various modifications can be made without departing from the spirit of the present invention. For example, in the embodiment, the girder member 4 provided substantially parallel to the horizontal plane 1 and the girder member 4 provided substantially parallel to the inclined surface 2.
Are connected in a bent shape via a joint 5, but a substantially horizontal beam member 4 and an inclined beam member 4 are provided in series on the same horizontal plane 1 and face each other. The ends may be connected in a bent shape. Further, the girder members 4 are provided substantially parallel to the horizontal plane 1 and the inclined surface 2, respectively, but they need not necessarily be provided in parallel.

【0054】継ぎ手5の両側の桁材4の内、一方を略水
平状に、他方を傾斜状に夫々設けているが、両者とも傾
斜状に設けても良い。その場合、両者が同一方向に傾斜
し、その傾斜角度が異なるように設けても良いし、異な
る方向に傾斜する設けても良い。
Of the beam members 4 on both sides of the joint 5, one is provided in a substantially horizontal shape and the other is provided in an inclined shape, but both may be provided in an inclined shape. In that case, both may be inclined in the same direction and the inclination angles may be different, or may be inclined in different directions.

【0055】継ぎ手5の各ブラケット23,25の挟持
片31と嵌合片41とを略同一形状に構成し、長手方向
に隣り合う桁材4の相対向する端部から連結軸21まで
の距離を等しくしているが、挟持片31と嵌合片41と
を異なる形状に構成し、何れか一方の桁材4の端部寄り
に連結軸21を配置しても良い。要するに、本発明では
継ぎ手5の連結軸21が長手方向に隣り合う桁材4の間
でその上端縁の延長線上又はその近傍に配置されると共
に、継ぎ手5の各ブラケット23,25に傾斜縁部3
5,44が形成されていれば良い。
The holding piece 31 and the fitting piece 41 of each of the brackets 23 and 25 of the joint 5 are formed to have substantially the same shape, and the distance from the opposing end portions of the beam members 4 adjacent in the longitudinal direction to the connecting shaft 21. However, the sandwiching piece 31 and the fitting piece 41 may have different shapes, and the connecting shaft 21 may be arranged near the end of one of the beam members 4. In short, in the present invention, the connecting shaft 21 of the joint 5 is arranged between the longitudinally adjacent beam members 4 on or near the extension line of the upper end edge thereof, and the brackets 23, 25 of the joint 5 are provided with inclined edge portions. Three
It suffices if 5, 44 are formed.

【0056】実施形態では、継ぎ手5の連結軸21を隣
り合う桁材4の上端縁の延長線上(上端縁の交点上)に
配置しているが、その近傍に配置しても良い。即ち、連
結角度の変化の際に回転中心となる連結軸21が継ぎ手
5の上部に配置されていれば良く、連結角度の変化に伴
う相対向する桁材4の上端部間の距離の変化を小さくす
ることができる。
In the embodiment, the connecting shaft 21 of the joint 5 is arranged on the extension line of the upper edges of the adjacent beam members 4 (on the intersection of the upper edges), but it may be arranged in the vicinity thereof. That is, it suffices that the connecting shaft 21 that serves as the center of rotation when the connecting angle changes is arranged above the joint 5, and the change in the distance between the upper ends of the beam members 4 facing each other due to the change in the connecting angle. Can be made smaller.

【0057】第2の実施形態では、水平状の桁材4の側
部に短尺桁材74を固定し、この短尺桁材74と傾斜状
の桁材4とを継ぎ手5を介して連結することにより、略
T字状の連結を可能にしているが、略同様の構造を用い
て十字状、その他に構成することも可能である。
In the second embodiment, the short girder member 74 is fixed to the side portion of the horizontal girder member 4, and the short girder member 74 and the inclined girder member 4 are connected via the joint 5. Thus, a substantially T-shaped connection is possible, but a substantially similar structure can be used to form a cross shape or the like.

【0058】並行する桁材4に跨って主屋根7を設ける
と共に、連結部6の上側でその両側の主屋根7の間に連
結屋根8を設けているが、それらの構成は適宜変更して
も良い。また実施形態では、連結屋根8の受け板53と
掛け板54とを桁材4及び主屋根7の梁材46に固定し
ているが、どちらか一方に固定する等、その固定構造を
適宜変更しても良い。なお、桁材4の上側には、主屋根
7及び連結屋根8を必ずしも設けなくても良いし、その
他の部材を設けても良い。
The main roof 7 is provided across the parallel beam members 4, and the connecting roof 8 is provided above the connecting portion 6 between the main roofs 7 on both sides thereof. Is also good. Further, in the embodiment, the receiving plate 53 and the hanging plate 54 of the connecting roof 8 are fixed to the girder member 4 and the beam member 46 of the main roof 7, but the fixing structure thereof is appropriately changed such as fixing to one of them. You may. The main roof 7 and the connecting roof 8 may not necessarily be provided on the upper side of the girder 4, and other members may be provided.

【0059】実施形態では、並行する2本の桁材4の上
側に跨って主屋根7及び連結屋根8を設けているが、1
本の桁材の上側に、又は並行する3本以上の桁材4の上
側に跨って主屋根7及び連結屋根8を設けることも可能
である。
In the embodiment, the main roof 7 and the connecting roof 8 are provided over the upper sides of the two parallel beam members 4, but
It is also possible to provide the main roof 7 and the connecting roof 8 on the upper side of the girder material of the book or over the upper side of three or more girder materials 4 in parallel.

【0060】[0060]

【発明の効果】本発明によれば、支柱3の上側に、桁材
4,74を幅方向に間隔を置いて並行状に配置すると共
に長手方向に直列状に配置し、前記長手方向に隣り合う
前記桁材4,74の相対向する端部を継ぎ手5を介して
連結した組み立て構築物において、前記継ぎ手5は、前
記長手方向に隣り合う前記桁材4,74の間でその両者
の上端縁の延長線上又はその近傍位置に配置された前記
幅方向の連結軸21と、先端部に前記連結軸21用の挿
通孔22,24が形成され且つ基部側が前記桁材4,7
4に固定された挟持ブラケット23及び嵌合ブラケット
25とを備え、該挟持ブラケット23及び嵌合ブラケッ
ト25に、前記挿通孔22,24側から前記基部の下端
側に傾斜する傾斜縁部35,44が形成されているの
で、長手方向に桁材4,74を連結する継ぎ手5の連結
角度を無段階に選択でき、連結角度の変化に伴う相対向
する桁材4,74の上端部間の距離の変化を小さくで
き、連結角度の選択可能範囲を大きくでき、しかも桁材
4,74の連結角度が異なる各連結部6にも同一部品を
使用でき、部品点数を少なくすることができる。従っ
て、山型傾斜状、谷型傾斜状、平行状等、桁材4,74
の連結角度が夫々異なる各連結部6でも、同一の継ぎ手
5を用いることができる。また、例えば長尺の桁材4の
側部に短尺桁材74を固定し、その短尺桁材74に他の
長尺の桁材4を連結して全体としてT字状等に構成する
場合にも、その連結部6に他の連結部6と同一の継ぎ手
5を用いることができる。
According to the present invention, the beam members 4 and 74 are arranged in parallel on the upper side of the support column 3 at intervals in the width direction and are arranged in series in the longitudinal direction. In an assembled structure in which opposite ends of the matching beam members 4,74 are connected to each other via a joint 5, the joint 5 has upper end edges of the beam members 4,74 which are adjacent to each other in the longitudinal direction. The connecting shaft 21 in the width direction, which is arranged on the extension line of or in the vicinity thereof, and the through holes 22 and 24 for the connecting shaft 21 are formed at the tip end thereof, and the girder members 4 and 7 are provided on the base side.
4 is provided with a sandwiching bracket 23 and a fitting bracket 25, and the sandwiching bracket 23 and the fitting bracket 25 are inclined edge portions 35, 44 inclined from the insertion holes 22, 24 side to the lower end side of the base portion. Since the joint is formed, the connecting angle of the joint 5 connecting the beam members 4 and 74 in the longitudinal direction can be continuously selected, and the distance between the upper ends of the beam members 4 and 74 facing each other according to the change of the connecting angle. Can be reduced, the selectable range of connection angles can be increased, and the same parts can be used for the connection parts 6 having different connection angles of the beam members 4, 74, and the number of parts can be reduced. Therefore, the girder material 4, 74, such as a mountain-shaped inclined shape, a valley-shaped inclined shape, a parallel shape, etc.
The same joint 5 can be used in each of the connecting portions 6 having different connecting angles. In addition, for example, when a short girder member 74 is fixed to a side part of the long girder member 4 and another long girder member 4 is connected to the short girder member 74 to form a T-shape as a whole, However, the joint 5 that is the same as the other coupling portions 6 can be used for the coupling portion 6.

【0061】前記各桁材4,74上に配置された主屋根
7と、前記継ぎ手5の上方に配置され且つ前記各主屋根
7間を連結する連結屋根8とを備え、前記連結屋根8は
一方の桁材4,74上に近接して設けられた受け板53
と、該他方の桁材4,74上に前記受け板53側に傾斜
して設けられ且つ先端側が受け板53の先端側との間に
所定の隙間をおいてオーバーラップする掛け板54とを
備えたので、山型傾斜状、谷型傾斜状、平行状等、桁材
4,74の連結角度が夫々異なる各連結部6でも、同一
の継ぎ手5、連結屋根8等の部材を用いることができ
る。また、例えば長尺の桁材4の側部に短尺桁材74を
固定し、その短尺桁材74に他の長尺の桁材4を連結し
て全体としてT字状等に構成する場合にも、その連結部
6に他の連結部6と同一の継ぎ手5、連結屋根8等の部
材を用いることができる。
The main roof 7 arranged on each of the girder members 4, 74 and the connecting roof 8 arranged above the joint 5 and connecting between the main roofs 7 are provided. Receiving plate 53 provided close to one of the girder members 4, 74
And a hanging plate 54 which is provided on the other girder member 4, 74 inclining toward the receiving plate 53 side and overlaps the leading end side with the leading end side of the receiving plate 53 with a predetermined gap. Since it is provided, it is possible to use the same member such as the joint 5 and the connecting roof 8 even in each connecting portion 6 in which the connecting angles of the girder members 4 and 74 are different, such as a mountain-shaped inclined shape, a valley-shaped inclined shape, and a parallel shape. it can. In addition, for example, when a short girder member 74 is fixed to a side part of the long girder member 4 and another long girder member 4 is connected to the short girder member 74 to form a T-shape as a whole, Also, the same members as the other connecting portions 6, such as the joint 5 and the connecting roof 8, can be used for the connecting portion 6.

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

【図1】本発明の第1の実施形態を例示する組み立て構
築物の正面図である。
1 is a front view of an assembled construct illustrating a first embodiment of the present invention. FIG.

【図2】本発明の第1の実施形態を例示する組み立て構
築物の平面図である。
FIG. 2 is a plan view of an assembly construct illustrating a first embodiment of the present invention.

【図3】本発明の第1の実施形態を例示する組み立て構
築物の側断面図である。
FIG. 3 is a side sectional view of an assembled construct illustrating a first embodiment of the present invention.

【図4】本発明の第1の実施形態を例示するヒンジの構
造を示す正面図である。
FIG. 4 is a front view showing the structure of the hinge that illustrates the first embodiment of the present invention.

【図5】本発明の第1の実施形態を例示するヒンジの構
造を示す側断面図である。
FIG. 5 is a side sectional view showing the structure of a hinge that illustrates the first embodiment of the present invention.

【図6】本発明の第1の実施形態を例示する桁材の連結
部近傍を示す正断面図である。
FIG. 6 is a front cross-sectional view showing the vicinity of a connecting portion of a girder exemplifying the first embodiment of the present invention.

【図7】本発明の第1の実施形態を例示する継ぎ手の構
造を示す一部破断平面図である。
FIG. 7 is a partially cutaway plan view showing the structure of the joint that illustrates the first embodiment of the present invention.

【図8】本発明の第1の実施形態を例示する継ぎ手の分
解斜視図である。
FIG. 8 is an exploded perspective view of a joint that illustrates the first embodiment of the present invention.

【図9】本発明の第1の実施形態を例示する連結屋根の
受け板の連結固定部の拡大断面図である。
FIG. 9 is an enlarged cross-sectional view of the connecting and fixing portion of the receiving plate of the connecting roof that illustrates the first embodiment of the present invention.

【図10】本発明の第1の実施形態を例示する連結屋根
の掛け板の連結固定部の拡大断面図である。
FIG. 10 is an enlarged cross-sectional view of the connecting and fixing portion of the hanging plate of the connecting roof that illustrates the first embodiment of the present invention.

【図11】本発明の第1の実施形態を例示する桁材の連
結角度の一例を示す説明図である。
FIG. 11 is an explanatory diagram showing an example of a connection angle of a girder exemplifying the first embodiment of the present invention.

【図12】本発明の第1の実施形態を例示する桁材の連
結角度の一例を示す説明図である。
FIG. 12 is an explanatory diagram showing an example of a connection angle of a girder exemplifying the first embodiment of the present invention.

【図13】本発明の第1の実施形態を例示する桁材の連
結角度の一例を示す説明図である。
FIG. 13 is an explanatory diagram showing an example of a connection angle of a girder exemplifying the first embodiment of the present invention.

【図14】本発明の第1の実施形態を例示する桁材の連
結角度の一例を示す説明図である。
FIG. 14 is an explanatory diagram showing an example of a connection angle of a girder exemplifying the first embodiment of the present invention.

【図15】本発明の第2の実施形態を例示する組み立て
構築物の断面図である。
FIG. 15 is a cross-sectional view of an assembled construct illustrating a second embodiment of the present invention.

【図16】本発明の第2の実施形態を例示する組み立て
構築物の平面図である。 3 支柱 4 桁材 5 継ぎ手 7 屋根体 8 連結屋根 21 連結軸 22,24 挿通孔 23 挟持ブラケット 25 嵌合ブラケット 35,44 傾斜縁部 53 受け板 54 掛け板 74 短尺桁材
FIG. 16 is a plan view of an assembled construct illustrating a second embodiment of the present invention. 3 Struts 4 Girders 5 Joints 7 Roofs 8 Connection roofs 21 Connection shafts 22 and 24 Insertion holes 23 Clamp brackets 25 Fitting brackets 35 and 44 Inclined edges 53 Receiving plates 54 Hanging plates 74 Short girders

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成14年3月13日(2002.3.1
3)
[Submission date] March 13, 2002 (2002.3.1)
3)

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0009[Correction target item name] 0009

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0009】 [0009]

【発明の実施の形態】 以下、本発明の各実施形態を図面
に基づいて詳述する。図1〜図14は本発明の第1の実
施形態を例示している。この実施形態は、本発明に係る
組み立て構築物を水平面1と傾斜面2とに跨って設置し
たものである。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, each embodiment of the present invention will be described in detail with reference to the drawings. 1 to 14 illustrate the first embodiment of the present invention. In this embodiment, the assembled structure according to the present invention is installed across a horizontal surface 1 and an inclined surface 2.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 宮崎 忠晴 香川県三豊郡高瀬町大字上麻乙763番地 日本工機株式会社内 (72)発明者 古川 喜士一 香川県善通寺市生野町1785−2 Fターム(参考) 2D059 AA21 GG55    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Tadaharu Miyazaki             763 Kami Maoto, Takase-cho, Mitoyo-gun, Kagawa Prefecture             Within Nippon Koki Co., Ltd. (72) Inventor Kichiichi Furukawa             175-2 Ikunocho, Zentsuji City, Kagawa Prefecture F-term (reference) 2D059 AA21 GG55

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 支柱(3)の上側に、桁材(4)(7
4)を長手方向に直列状に配置し、前記各桁材(4)
(74)の相対向する端部を継ぎ手(5)を介して連結
した組み立て構築物において、前記継ぎ手(5)は、前
記各桁材(4)(74)の間でその両者の上端縁の延長
線上又はその近傍位置に配置された前記幅方向の連結軸
(21)と、先端部に前記連結軸(21)用の挿通孔
(22)(24)が形成され且つ基部側が前記桁材
(4)(74)に固定された挟持ブラケット(23)及
び嵌合ブラケット(25)とを備え、該挟持ブラケット
(23)及び嵌合ブラケット(25)に、前記挿通孔
(22)(24)側から前記基部の下端側に傾斜する傾
斜縁部(35)(44)が形成されていることを特徴と
する組み立て構築物。
1. A girder material (4) (7) on the upper side of the column (3).
4) are arranged in series in the longitudinal direction, and each of the girder materials (4)
In an assembled construction in which opposite ends of (74) are connected via a joint (5), the joint (5) is an extension of the upper edges of both of the girders (4) (74). The connecting shaft (21) in the width direction arranged on the line or in the vicinity thereof, and the through holes (22) (24) for the connecting shaft (21) are formed at the tip end and the base side is the girder material (4). ) (74) and a holding bracket (23) and a fitting bracket (25) fixed to the holding bracket (23) and the fitting bracket (25) from the side of the insertion holes (22) (24). An assembled structure characterized in that inclined edges (35) (44) are formed on the lower end side of the base.
【請求項2】 前記各桁材(4)(74)上に配置され
た主屋根(7)と、前記継ぎ手(5)の上方に配置され
且つ前記各主屋根(7)間を連結する連結屋根(8)と
を備え、前記連結屋根(8)は一方の桁材(4)(7
4)上に近接して設けられた受け板(53)と、該他方
の桁材(4)(74)上に前記受け板(53)側に傾斜
して設けられ且つ先端側が受け板(53)の先端側との
間に所定の隙間をおいてオーバーラップする掛け板(5
4)とを備えたことを特徴とする請求項1に記載の組み
立て構築物。
2. A connection for connecting between the main roofs (7) arranged on the respective girders (4) (74) and the main roofs (7) arranged above the joints (5). A roof (8), said connecting roof (8) being one girder (4) (7)
4) a receiving plate (53) provided in close proximity to the receiving plate (53), and the other supporting member (4) (74) provided on the receiving plate (53) with an inclination toward the receiving plate (53). ) And the hanging plate (5
4) The assembled structure according to claim 1, further comprising:
JP2002051742A 2002-02-27 2002-02-27 Assembly structure Expired - Fee Related JP3858148B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002051742A JP3858148B2 (en) 2002-02-27 2002-02-27 Assembly structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002051742A JP3858148B2 (en) 2002-02-27 2002-02-27 Assembly structure

Publications (2)

Publication Number Publication Date
JP2003253762A true JP2003253762A (en) 2003-09-10
JP3858148B2 JP3858148B2 (en) 2006-12-13

Family

ID=28663638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002051742A Expired - Fee Related JP3858148B2 (en) 2002-02-27 2002-02-27 Assembly structure

Country Status (1)

Country Link
JP (1) JP3858148B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007224554A (en) * 2006-02-22 2007-09-06 Shin Nikkei Co Ltd Deck
CN110552446A (en) * 2019-07-25 2019-12-10 中国地质大学(武汉) Commercial system of modularization intelligence hotel
CN112810830A (en) * 2020-12-31 2021-05-18 四川省场道工程有限公司 Construction method of reinforced concrete folded plate type flow guide screen for airport
KR20210094782A (en) * 2020-01-22 2021-07-30 안수현 Apparatus for controlling tilt and height of anole raft in traditional korean house

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007224554A (en) * 2006-02-22 2007-09-06 Shin Nikkei Co Ltd Deck
CN110552446A (en) * 2019-07-25 2019-12-10 中国地质大学(武汉) Commercial system of modularization intelligence hotel
KR20210094782A (en) * 2020-01-22 2021-07-30 안수현 Apparatus for controlling tilt and height of anole raft in traditional korean house
KR102310363B1 (en) 2020-01-22 2021-10-07 안수현 Apparatus for controlling tilt and height of anole raft in traditional korean house
CN112810830A (en) * 2020-12-31 2021-05-18 四川省场道工程有限公司 Construction method of reinforced concrete folded plate type flow guide screen for airport

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