JPH07238594A - Three-dimensional framework structure - Google Patents

Three-dimensional framework structure

Info

Publication number
JPH07238594A
JPH07238594A JP5659394A JP5659394A JPH07238594A JP H07238594 A JPH07238594 A JP H07238594A JP 5659394 A JP5659394 A JP 5659394A JP 5659394 A JP5659394 A JP 5659394A JP H07238594 A JPH07238594 A JP H07238594A
Authority
JP
Japan
Prior art keywords
gusset plate
column
roof
mounting plates
pillar
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
JP5659394A
Other languages
Japanese (ja)
Other versions
JP2757115B2 (en
Inventor
Hisao Yoshimoto
尚夫 吉本
Isao Kubodera
勲 久保寺
Masamitsu Tajima
将光 田島
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.)
Tomoe Corp
Original Assignee
Tomoe Corp
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 Tomoe Corp filed Critical Tomoe Corp
Priority to JP5659394A priority Critical patent/JP2757115B2/en
Publication of JPH07238594A publication Critical patent/JPH07238594A/en
Application granted granted Critical
Publication of JP2757115B2 publication Critical patent/JP2757115B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To provide a structure having sufficiently strong joints between gusset plates and a perimeter column, which can be built easily from fewer gusset plates. CONSTITUTION:A roof part 3 is formed by setting-up a plurality of framework members 41, 42 in lattice shape, and a perimeter column 1 supporting a side 3a of the roof part 3 and the end parts of the framework member 41, 42 are joined together through gusset plates 8. A point P at which gauge lines g1, g2 on the framework members 41, 42 intersect with the center line of the perimeter column 1 is provided shifting from a surface 1a on a gusset for fitting the perimeter column 1 to the side of an axis (O) of the column 1. In this three- dimensional framework structure, the gusset plates 8 are composed of a pair of fitting plates 81, 82 with which the end parts of the framework members 41, 42 are respectively joined and which are formed almost in the shape of a letter V. Ends 8a of the fitting plates 81, 82, which ends are on the side of the column 1, are positioned apart each other and are fitted to the surface 1a.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、体育館,格納庫等に
使用される立体構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a three-dimensional structure used in gymnasiums, hangars and the like.

【0002】[0002]

【従来の技術】従来、立体構造物には、特公昭54−1
6328号公報に記載された菱形網目骨格構造のものが
知られている。
2. Description of the Related Art Conventionally, Japanese Patent Publication No.
A rhombic network skeleton structure described in Japanese Patent No. 6328 is known.

【0003】この立体構造物では、妻面アーチを構成す
る屋根部の各妻側縁(妻部)及び各屋根側縁(側部)に
屋根骨格による菱形網目を形成し得るように等間隔の各
区分点を設けている。前記屋根側縁を支持する側柱と前
記屋根骨格を構成する各弦材(骨格部材)の端部とをV
形のガセットプレートを介して接合している。また、前
記弦材のゲージ線と前記側柱の中心線との交点を側柱の
ガセットプレート取付面より側柱の軸心側にずらして設
けて、該側柱の軸心に前記ガセットプレートを介して前
記屋根部に働く荷重を処理させ、ガセットプレートが座
屈等の不具合を起さないようにしている。更に、前記各
交点と前記屋根部の棟心との間を等分割して各単位枠体
を設けて、前記屋根側縁側から前記屋根部の棟心に向っ
て順次前記屋根骨格を組立て施工できるようにしてい
る。
In this three-dimensional structure, equidistant intervals are formed so that a lozenge mesh can be formed by the roof skeleton on each gable side edge (gable portion) and each roof side edge (side portion) of the roof portion forming the gabled surface arch. Each division point is provided. The side pillar supporting the roof side edge and the end of each chord member (frame member) forming the roof frame are V
Shaped gusset plates are used for joining. Further, the intersection of the gauge line of the chord member and the center line of the side pillar is provided so as to be displaced toward the axial center side of the side pillar from the gusset plate mounting surface of the side pillar, and the gusset plate is provided at the axial center of the side pillar. The load acting on the roof portion is processed through the gusset plate so that the gusset plate does not cause problems such as buckling. Further, the intersections and the ridge center of the roof portion are equally divided to provide unit frame bodies, and the roof skeleton can be assembled and constructed sequentially from the roof side edge side toward the ridge center of the roof portion. I am trying.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前記従
来の立体構造物にあっては、側柱にV形のガセットプレ
ートを取り付けることが必要となる。このために、最も
簡単な方法として、1枚のプレートを曲折等してV形の
ガセットプレートを製作し、該ガセットプレートの曲折
基部を側柱の表面に当接させて溶接することが考えられ
るが、この場合には、曲折基部の谷側から溶接すること
ができず、ガセットプレートの両外側から溶接するしか
なく、しかも該ガセットプレートと前記側柱との間が狭
くて十分な溶込みが得られず溶接強度が不足することか
ら、前記V形のガセットプレートを側柱に強固に設ける
ことができない。
However, in the above-mentioned conventional three-dimensional structure, it is necessary to attach the V-shaped gusset plate to the side pillar. Therefore, as the simplest method, it is considered that one plate is bent to manufacture a V-shaped gusset plate, and the bent base portion of the gusset plate is brought into contact with the surface of the side pillar to perform welding. However, in this case, it is not possible to weld from the valley side of the bent base portion, and there is no choice but to weld from both outsides of the gusset plate, and moreover, the gap between the gusset plate and the side column is narrow and sufficient penetration is not possible. Since it is not obtained and the welding strength is insufficient, the V-shaped gusset plate cannot be firmly provided on the side pillar.

【0005】そこで、特公昭54−16328号公報の
図8及び図9に示されているように、2片からなるくの
字状に形成された2枚の板材を使用し、両板材の一方片
を他方片が互いに反対方向に向くように重ね合わせ、該
他方片でV形を形成して1つのガセットプレートを構成
していた。
Therefore, as shown in FIGS. 8 and 9 of Japanese Patent Publication No. 54-16328, two plate members formed in a dogleg shape are used, and one of both plate members is used. One piece was stacked so that the other piece faced in the opposite direction, and the other piece formed a V shape to form one gusset plate.

【0006】しかし、上記従来の立体構造物では、前記
ガセットプレートを側柱の上部に取り付けるためには、
該側柱の上端に対向して上方に延在する2つの支杆を形
成し、該支杆間に、ガセットプレートの一方片部分を係
合させてボルト等で締結し、かつ該一方片部分と前記支
杆との間を接合プレートにより接合することが必要とな
る。このように、屋根部の側部と側柱の上部とを接合す
るガセットプレートの構成は複雑であり、使用部材の点
数が多いことから、ガセットプレートの設置が容易にで
きないこととなる。この結果、屋根部と側柱との接合箇
所が多いことと相俟って接合立体構造物の建築費が高く
なる等の問題があった。
However, in the above conventional three-dimensional structure, in order to attach the gusset plate to the upper part of the side pillar,
Two supporting rods that extend upward are formed facing the upper ends of the side columns, and one side portion of the gusset plate is engaged between the supporting rods and fastened with a bolt or the like. It is necessary to join between this and the supporting rod by a joining plate. As described above, the configuration of the gusset plate that joins the side portion of the roof portion and the upper portion of the side pillar is complicated, and since the number of used members is large, the gusset plate cannot be easily installed. As a result, there is a problem that the construction cost of the jointed three-dimensional structure is increased in combination with many joints between the roof portion and the side pillars.

【0007】この発明は前記課題を解決するためになし
たもので、その目的は、上記立体構造物においてガセッ
トプレートを少い部材数で容易に製作でき、しかもガセ
ットプレートと側柱との接合強度を十分に確保できるよ
うにすることにある。
The present invention has been made to solve the above problems, and an object thereof is to easily manufacture a gusset plate in the above-mentioned three-dimensional structure with a small number of members, and further, to provide a joint strength between the gusset plate and the side pillar. Is to be able to secure enough.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に、この発明は、複数本の骨組部材を網目状に組んで屋
根部を構成し、該屋根部の側部を支持する側柱と前記骨
組部材の端部とをガセットプレートを介して接合すると
共に、前記骨組部材のゲージ線と前記側柱の中心線との
交点を側柱のガセットプレート取付面より側柱の軸心側
にずらして設けた立体構造物において、前記ガセットプ
レートを、前記骨組部材の端部が接合されるハの字状を
なす一対の取付板で構成し、該両取付板の前記側柱側の
一端を互いに離間させて前記側柱のガセットプレート取
付面に取り付けたものである。
In order to achieve the above object, the present invention comprises a side pillar for supporting a side portion of the roof portion by constructing a roof portion by assembling a plurality of frame members in a mesh shape. While joining the end of the frame member via a gusset plate, the intersection of the gauge line of the frame member and the center line of the side column is shifted to the axial center side of the side column from the gusset plate mounting surface of the side column. In the three-dimensional structure provided as described above, the gusset plate is composed of a pair of mounting plates in the shape of a V to which the ends of the frame members are joined, and one end of each of the mounting plates on the side column side is It is mounted on the gusset plate mounting surface of the side pillars while being separated from each other.

【0009】[0009]

【作用】前記構成によれば、立体構造物を組立て施工す
る場合には、まず、一対の取付板間に十分な間隙を確保
して該両取付板を側柱に当接させ、該側柱に前記両取付
板を各々前記間隙を利用して溶接によりしっかり取り付
けてガセットプレートを設置した後、前記側柱を植設
し、該側柱に前記ガセットプレートを介して骨組部材の
端部を接合する。
According to the above construction, when assembling and constructing a three-dimensional structure, first, a sufficient gap is secured between the pair of mounting plates so that the mounting plates come into contact with the side columns, After the gusset plate is installed by firmly attaching the both mounting plates to each other by welding using the gap, the side pillar is planted, and the end portion of the frame member is joined to the side pillar through the gusset plate. To do.

【0010】また、上記立体構造物において、前記骨組
部材のゲージ線と前記側柱の中心線との交点を側柱のガ
セットプレート取付面より側柱の軸心側にずらして設け
たことによって、該側柱の軸心に前記ガセットプレート
を介して前記屋根部に働く荷重を処理させる。
Further, in the above three-dimensional structure, the intersection of the gauge line of the frame member and the center line of the side pillar is provided so as to be displaced from the gusset plate mounting surface of the side pillar to the axial center side of the side pillar. A load acting on the roof portion is processed through the gusset plate on the axis of the side pillar.

【0011】[0011]

【実施例】以下、この発明の実施例を図面に基づいて説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0012】図1はこの発明の第1実施例になる立体構
造物を示す正面図、図2は同立体構造物の平面図、図3
(1)は図2のA部分拡大図、(2)は(1)の一部の
変形例を示す平面図、図4(1)は図3の要部を示す拡
大図、(2)は(1)の側面図、図5(1)は図4
(1)の組立て過程を示す分解図、(2)は(1)の側
面図である。
FIG. 1 is a front view showing a three-dimensional structure according to a first embodiment of the present invention, FIG. 2 is a plan view of the three-dimensional structure, and FIG.
(1) is an enlarged view of part A of FIG. 2, (2) is a plan view showing a modified example of a part of (1), FIG. 4 (1) is an enlarged view showing the main part of FIG. 3, and (2) is FIG. 5A is a side view of (1), and FIG.
(1) is an exploded view showing the assembling process, (2) is a side view of (1).

【0013】これらの図において1は基礎2上に植設さ
れたH形鋼よりなる側柱であり、該側柱1は円筒型の屋
根部3の両側に配置されて該屋根部3の側部3aを支持
している。
In these figures, 1 is a side pillar made of H-shaped steel planted on a foundation 2. The side pillar 1 is arranged on both sides of a cylindrical roof part 3 and the side of the roof part 3 is located. It supports the portion 3a.

【0014】前記屋根部3は複数本の骨組部材41 ,4
2 を網目状に組んで構成されている。前記骨組部材
1 ,42 は上弦材4aと図示しない下弦材とを腹材4
bを介して結合して成るトラス枠材で構成されている。
尚、図示しないが、骨組部材41,42 をH形鋼等の一
般鉄骨で構成しても良い。
The roof portion 3 has a plurality of frame members 4 1 , 4
It is composed of 2 meshes. The frame members 4 1 and 4 2 include an upper chord member 4a and a lower chord member (not shown) as a belly member 4.
It is composed of a truss frame material which is connected through b.
Although not shown, the frame members 4 1 and 4 2 may be made of general steel frame such as H-section steel.

【0015】前記側柱1と骨組部材41 ,42 の端部と
はガセットプレート8を介して接合されている。
The side pillar 1 and the end portions of the frame members 4 1 and 4 2 are joined together via a gusset plate 8.

【0016】前記骨組部材41 ,42 のゲージ線g1
2 と前記側柱1の中心線との交点Pは側柱1のガセッ
トプレート取付面1aより側柱1の軸心O側にずらして
設けられている。尚、この実施例では骨組部材41 ,4
2 のゲージ線g1 ,g2 について説明するが、該ゲージ
線g1 ,g2 に代えて骨組部材41 ,42 の重心線を使
用しても同じ効果が得られることから、この発明の要旨
における骨組部材41,42 のゲージ線g1 ,g2 には
骨組部材41 ,42 の重心線である場合を含む。
The gauge lines g 1 of the frame members 4 1 and 4 2 ,
The intersection P between g 2 and the center line of the side pillar 1 is provided so as to be displaced from the gusset plate mounting surface 1 a of the side pillar 1 toward the axis O of the side pillar 1. In this embodiment, the frame members 4 1 , 4
2 gauge line g 1, g 2 will be described, since it also uses the frame members 4 1, 4 2 centroids line in place of the gauge line g 1, g 2 is the same effect can be obtained, the present invention of the frame members 4 1, 4 2 gauge line g 1, g 2 in the subject matter including those which are frame members 4 1, 4 2 of gravity line.

【0017】また、前記屋根部3は、前記交点Pと棟心
Cとの間を等間隔θで複数分割した単位枠体5,6,7
を互いに接合して構成されている。
Further, the roof portion 3 has unit frame bodies 5, 6, 7 in which the intersection P and the building center C are divided into a plurality of portions at equal intervals θ.
Are joined to each other.

【0018】更に、前記ガセットプレート8は、前記骨
組部材41 ,42 の端部が接合されるハの字状をなす一
対の取付板81 ,82 で構成されている。これら両取付
板81 ,82 の前記側柱1側の一端8aは互いに離間し
ていて、前記側柱1のガセットプレート取付面1aに両
取付板81 ,82 間及び両外側からの溶接により取り付
けられている。
Further, the gusset plate 8 is composed of a pair of mounting plates 8 1 and 8 2 having a V-shape to which the ends of the frame members 4 1 and 4 2 are joined. One ends 8a of the two mounting plates 8 1 and 8 2 on the side pillar 1 side are separated from each other, and the gusset plate mounting surface 1a of the side pillar 1 is provided between the both mounting plates 8 1 and 8 2 and from both outsides. It is attached by welding.

【0019】前記両取付板81 ,82 は後述するように
連結部材9を介して一体に連結されていて、該連結部材
9による位置決め保持状態で両取付板81 ,82 の一端
8aが側柱1のガセットプレート取付面1aに溶接され
ている。
The two mounting plates 8 1 , 8 2 are integrally connected via a connecting member 9 as will be described later, and one end 8a of each of the mounting plates 8 1 , 8 2 is held in the positioning and holding state by the connecting member 9. Is welded to the gusset plate mounting surface 1 a of the side pillar 1.

【0020】つまり、両取付板81 ,82 の一端8aに
各々切欠き8bを形成し、該切欠き8bに連結部材9を
係合させ、該連結部材9の一側9aに等しい取付け角度
で両取付板81 ,82 の一端8aを合わせ、該両取付板
1 ,82 を前記連結部材9に溶接することにより、該
連結部材9を介して両取付板81 ,82 が一体に連結さ
れて作られている。そして、前記連結部材9の一側9a
を別工程で作られている前記側柱1のガセットプレート
取付面1aの幅方向に沿わせ、該連結部材9の一側9a
における前記取付板81 ,82 の一端8a間の中央を側
柱1のガセットプレート取付面1aの中央に合わせるこ
とによって、該ガセットプレート取付面1aに対して前
記両取付板81 ,82 の一端8aが位置決めした状態で
容易に溶接されている。
That is, a notch 8b is formed at one end 8a of each of the mounting plates 8 1 and 8 2 , and a connecting member 9 is engaged with the notch 8b so that a mounting angle equal to one side 9a of the connecting member 9 is formed. in combined two mounting plates 81, 82 at one end 8a, by welding the both mounting plates 81, 82 to the connecting member 9, the connecting member 9 both mounting plates 81 via, 8 2 Are made by being connected together. And, one side 9a of the connecting member 9
Along the width direction of the gusset plate mounting surface 1a of the side pillar 1 which is manufactured in a separate process, and the one side 9a of the connecting member 9 is formed.
By aligning the center between the ends 8a of the mounting plates 8 1 and 8 2 with the center of the gusset plate mounting surface 1a of the side pillar 1, the two mounting plates 8 1 and 8 2 are attached to the gusset plate mounting surface 1a. It is easily welded in a state where one end 8a of the is positioned.

【0021】そして、前記取付板81 ,82 には各々前
記単位枠体5における前記交点Pでゲージ線g1 ,g2
が交差する骨組部材41 ,42 の端部がボルト等で接合
されている。この骨組部材41 ,42 と前記屋根部3の
側部3aとは互いに接合プレート10を介して接合され
ている。尚、図3(2)に示すように前記骨組部材
1 ,42 の端部を補強するための骨組部材4cを設け
ても良い。
Gauge lines g 1 and g 2 are attached to the mounting plates 8 1 and 8 2 at the intersection point P in the unit frame body 5, respectively.
The ends of the frame members 4 1 , 4 2 intersecting with each other are joined by bolts or the like. They are bonded through a bonding plate 10 to each other and the frame member 4 1, 4 2 and side portions 3a of the roof part 3. As shown in FIG. 3 (2), a frame member 4c may be provided to reinforce the ends of the frame members 4 1 and 4 2 .

【0022】上記のように構成された立体構造物を組立
て施工する場合には、まず、一対の取付板81 ,82
に図4(1)に示す十分な間隙Lを確保して該両取付板
1,82 を側柱1に当接させ、該側柱1に前記両取付
板81 ,82 を各々該取付板81 ,82 間及び両外側か
らしっかり溶接してガセットプレート8を設置した後、
基礎2上に前記側柱1を複数本間隔をおいて植設し、次
いで各側柱1に前記ガセットプレート8を介して単位枠
体5における骨組部材41 ,42 の端部を接合して前記
単位枠体5を支持させた後、該単位枠体5に他の単位枠
体6,7を屋根部3の棟心Cに向って順次結合し、最後
に屋根部3の棟心Cで隣合う単位枠体7同士を接合し
て、立体構造物を組立て施工する。
When assembling and constructing the three-dimensional structure constructed as described above, first, a sufficient gap L shown in FIG. 4A is secured between the pair of mounting plates 8 1 and 8 2 . both mounting plates 81, 82 abut against the side post 1, firmly welded the in the side column 1 both mounting plates 81, the 8 2, respectively from 81, 82 and between the two outer with plate said mounting After installing the gusset plate 8,
A plurality of the side pillars 1 are planted on the foundation 2 at intervals, and then the end portions of the frame members 4 1 and 4 2 in the unit frame body 5 are joined to each side pillar 1 via the gusset plate 8. After supporting the unit frame body 5, the other unit frame bodies 6 and 7 are sequentially connected to the unit frame body 5 toward the ridge center C of the roof part 3, and finally, the ridge center C of the roof part 3. The unit frame bodies 7 adjacent to each other are joined together, and a three-dimensional structure is assembled and constructed.

【0023】また、上記立体構造物において、前記骨組
部材41 ,42 のゲージ線g1 ,g2 と前記側柱1の中
心線との交点Pを側柱1のガセットプレート取付面1a
より側柱1の軸心O側にずらして設けたことによって、
該側柱1の軸心Oに前記ガセットプレート8を介して前
記屋根部3の荷重を支持させる。
Further, in the above-described three-dimensional structure, the frame members 4 1, 4 2 gauge line g 1, g 2 and gusset plate mounting surface 1a of the doorjamb 1 an intersection P between the center line of the side poles 1
By arranging the side pillar 1 on the side closer to the axis O side,
The axis O of the side pillar 1 supports the load of the roof portion 3 via the gusset plate 8.

【0024】尚、上記第1実施例は円筒型の屋根部3に
ついて説明したが、この発明の要旨を変更しない範囲
で、例えば図6及び図7に示す第2実施例のような山形
の屋根部13についても適用できる。この屋根部13の
場合には、図6(1)に示すように、第1実施例と同
様、屋根部13の交点Pと棟心Cとの間を等間隔Nで複
数分割した単位枠体15,16,17を互いに接合して
構成することとなる。
Although the first embodiment has been described with respect to the cylindrical roof portion 3, for example, a mountain-shaped roof as in the second embodiment shown in FIGS. 6 and 7 is provided without changing the gist of the present invention. The same can be applied to the section 13. In the case of this roof portion 13, as shown in FIG. 6 (1), as in the first embodiment, a unit frame body obtained by dividing the intersection point P of the roof portion 13 and the ridge center C into a plurality of equal intervals N. 15, 16, 17 will be joined and constituted.

【0025】この場合、屋根部13の棟心Cで隣合う単
位枠体17同士の結合は、単位枠体を一般鉄骨で構成し
たときには、図6(1)に示すように隣合う単位枠体1
7の接合端を傾斜面に形成して行えるが、単位枠体をト
ラス枠材で構成したときには、図6(2)に示すように
隣合う単位枠体17の下弦材を曲げないで済むように該
単位枠体17間を三角形状の繋ぎ部材18を介して結合
することが好ましい。このようにすると、各単位枠体が
同じ形状となって部材に捩れ等がなく製作し易い。
In this case, the unit frames 17 adjacent to each other at the center C of the roof portion 13 are connected to each other as shown in FIG. 6 (1) when the unit frames are made of general steel. 1
This can be done by forming the joint end of 7 into an inclined surface, but when the unit frame body is formed of a truss frame material, it is not necessary to bend the lower chord members of the adjacent unit frame bodies 17 as shown in FIG. 6 (2). It is preferable that the unit frame bodies 17 are connected to each other via a triangular connecting member 18. By doing so, each unit frame body has the same shape, and the member is not twisted and is easy to manufacture.

【0026】また、図8〜図10に示す第3実施例のよ
うな寄棟形の屋根部23についても適用できる。この屋
根部23の場合には、一方の側部23aの方向で屋根部
23の交点Pと棟心Cとの間を等間隔Nで複数分割し、
かつ他方の側部23aの方向で屋根部23の交点Pと棟
心Cとの間を等間隔Tで複数分割した多数の単位枠体1
9を互いに接合して構成することとなる。
Further, it can be applied to a roof-shaped roof portion 23 as in the third embodiment shown in FIGS. In the case of the roof portion 23, the intersection point P of the roof portion 23 and the ridge center C are divided at equal intervals N in the direction of the one side portion 23a,
And a large number of unit frames 1 in which the intersection P of the roof portion 23 and the ridge center C are divided into a plurality of portions at equal intervals T in the direction of the other side portion 23a.
9 will be joined together and will be comprised.

【0027】更に、上記第1,第2実施例では側柱1は
一体物に形成し、該側柱1の上部に一対の取付板81
2 で構成するガセットプレートを介して屋根部23の
側部23aを結合したが、第3実施例のような分割型の
側柱11についても適用できる。側柱11を、基礎2に
植設する下部側柱11aと該下部側柱11aに接合され
る上部側柱11bとで構成した場合には、該上部側柱1
1bを屋根部3の側部3aに予め結合しておくこととな
り、第1,第2実施例の場合に比べて現場施工が容易と
なる。
Further, in the above-mentioned first and second embodiments, the side pillar 1 is integrally formed, and a pair of mounting plates 8 1 ,
8 2 was bonded to the side 23a of the roof 23 via the gusset plate be composed of, it can also be applied to split the side post 11 as in the third embodiment. When the side pillar 11 is composed of a lower side pillar 11a to be planted in the foundation 2 and an upper side pillar 11b joined to the lower side pillar 11a, the upper side pillar 1
Since 1b is joined to the side portion 3a of the roof portion 3 in advance, on-site construction becomes easier than in the cases of the first and second embodiments.

【0028】[0028]

【発明の効果】以上の通り、この発明は、複数本の骨組
部材を網目状に組んで屋根部を構成し、該屋根部の側部
を支持する側柱と前記骨組部材の端部とをガセットプレ
ートを介して接合すると共に、前記骨組部材のゲージ線
と前記側柱の中心線との交点を側柱のガセットプレート
取付面より側柱の軸心側にずらして設けた立体構造物に
おいて、前記ガセットプレートを、前記骨組部材の端部
が接合されるハの字状をなす一対の取付板で構成し、該
両取付板の前記側柱側の一端を互いに離間させて前記側
柱のガセットプレート取付面に取り付けたため、一対の
取付板間に十分な間隙を確保して該両取付板を側柱に当
接させ、該側柱に前記両取付板を各々前記間隙を利用し
て溶接によりしっかり取り付けることができる。従っ
て、従来に比べてガセットプレートを少い部材数で容易
に製作できることから、製作能率の向上とコストの低減
が図れる。
As described above, according to the present invention, a plurality of frame members are assembled in a mesh shape to form a roof part, and side pillars for supporting the side parts of the roof part and the end parts of the frame members are formed. While joining through a gusset plate, in the three-dimensional structure provided by shifting the intersection of the gauge line of the frame member and the center line of the side column to the axial center side of the side column from the gusset plate mounting surface of the side column, The gusset plate is composed of a pair of V-shaped mounting plates to which the end portions of the frame members are joined, and one end of each of the mounting plates on the side column side is separated from each other so that the gusset of the side column is formed. Since it was mounted on the plate mounting surface, a sufficient gap was secured between the pair of mounting plates so that both mounting plates abut on the side pillars, and the both mounting plates are welded to the side pillars by utilizing the gaps. Can be firmly attached. Therefore, since the gusset plate can be easily manufactured with a smaller number of members as compared with the conventional case, the manufacturing efficiency can be improved and the cost can be reduced.

【0029】また、骨組部材のゲージ線と側柱の中心線
との交点を側柱のガセットプレート取付面より側柱の軸
心側にずらして設けたことによって、該側柱の軸心に前
記ガセットプレートを介して屋根部に働く荷重をスムー
ズに処理させることができる。従って、従来と同様に地
震力,風力,積雪等の偏載荷重等の外力によりガセット
プレートが座屈したり、亀裂を生じることを防止するこ
とができる。
Further, since the intersection of the gauge line of the frame member and the center line of the side pillar is provided so as to be displaced from the gusset plate mounting surface of the side pillar toward the shaft center side of the side pillar, The load acting on the roof through the gusset plate can be smoothly processed. Therefore, it is possible to prevent the gusset plate from buckling or cracking due to external force such as seismic force, wind force, uneven load such as snow, as in the conventional case.

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

【図1】この発明の第1実施例になる立体構造物を示す
正面図である。
FIG. 1 is a front view showing a three-dimensional structure according to a first embodiment of the present invention.

【図2】同立体構造物の平面図である。FIG. 2 is a plan view of the same three-dimensional structure.

【図3】(1) 図2のA部分拡大図である。 (2) (1)の一部の変形例を示す平面図である。3 (1) is an enlarged view of part A in FIG. 2. FIG. (2) It is a plan view showing a modification of part of (1).

【図4】(1) 図3の要部を示す拡大図である。 (2) (1)の側面図である。4 (1) is an enlarged view showing a main part of FIG. 3. FIG. (2) It is a side view of (1).

【図5】(1) 図4(1)の組立て過程を示す分解図
である。 (2) (1)の側面図である。
5 (1) is an exploded view showing the assembling process of FIG. 4 (1). (2) It is a side view of (1).

【図6】(1) この発明の第2実施例になる立体構造
物を示す正面図である。 (2) (1)の部分拡大図である。
FIG. 6 (1) is a front view showing a three-dimensional structure according to the second embodiment of the present invention. (2) It is a partially enlarged view of (1).

【図7】同立体構造物の平面図である。FIG. 7 is a plan view of the same three-dimensional structure.

【図8】この発明の第3実施例になる立体構造物を示す
正面図である。
FIG. 8 is a front view showing a three-dimensional structure according to a third embodiment of the present invention.

【図9】図9は同立体構造物の平面図である。FIG. 9 is a plan view of the same three-dimensional structure.

【図10】図9のB部分の側面図である。FIG. 10 is a side view of a portion B of FIG.

【符号の説明】[Explanation of symbols]

1,11 側柱 1a ガセットプレート取付面 O 軸心 3,13,23 屋根部 3a 側部 41 ,42 骨組部材 g1 ,g2 ゲージ線 P 交点 81 ,82 取付板 8a 一端1,11 Side column 1a Gusset plate mounting surface O Shaft center 3,13,23 Roof part 3a Side part 4 1 , 4 2 Frame member g 1 , g 2 Gauge line P Intersection 8 1 , 8 2 Mounting plate 8a One end

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 複数本の骨組部材を網目状に組んで屋根
部を構成し、該屋根部の側部を支持する側柱と前記骨組
部材の端部とをガセットプレートを介して接合すると共
に、前記骨組部材のゲージ線と前記側柱の中心線との交
点を側柱のガセットプレート取付面より側柱の軸心側に
ずらして設けた立体構造物において、前記ガセットプレ
ートを、前記骨組部材の端部が接合されるハの字状をな
す一対の取付板で構成し、該両取付板の前記側柱側の一
端を互いに離間させて前記側柱のガセットプレート取付
面に取り付けたことを特徴とする立体構造物。
1. A roof portion is formed by assembling a plurality of frame members in a mesh shape, and side pillars supporting side portions of the roof portion and end portions of the frame member are joined together via a gusset plate. In the three-dimensional structure provided by displacing the intersection of the gauge line of the frame member and the center line of the side column to the axial center side of the side column from the gusset plate mounting surface of the side column, the gusset plate is the frame member. It is configured by a pair of mounting plates in the shape of a V to which the ends of are joined, and one end of each of the mounting plates on the side pillar side is separated from each other to be mounted on the gusset plate mounting surface of the side pillar. Characteristic three-dimensional structure.
JP5659394A 1994-03-02 1994-03-02 Three-dimensional structure Expired - Lifetime JP2757115B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5659394A JP2757115B2 (en) 1994-03-02 1994-03-02 Three-dimensional structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5659394A JP2757115B2 (en) 1994-03-02 1994-03-02 Three-dimensional structure

Publications (2)

Publication Number Publication Date
JPH07238594A true JPH07238594A (en) 1995-09-12
JP2757115B2 JP2757115B2 (en) 1998-05-25

Family

ID=13031504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5659394A Expired - Lifetime JP2757115B2 (en) 1994-03-02 1994-03-02 Three-dimensional structure

Country Status (1)

Country Link
JP (1) JP2757115B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777940A (en) * 2019-09-19 2020-02-11 中建钢构有限公司 Double-layer hollow grid structure and assembling construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777940A (en) * 2019-09-19 2020-02-11 中建钢构有限公司 Double-layer hollow grid structure and assembling construction method thereof

Also Published As

Publication number Publication date
JP2757115B2 (en) 1998-05-25

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