JPH1161986A - Joint structure - Google Patents

Joint structure

Info

Publication number
JPH1161986A
JPH1161986A JP24455397A JP24455397A JPH1161986A JP H1161986 A JPH1161986 A JP H1161986A JP 24455397 A JP24455397 A JP 24455397A JP 24455397 A JP24455397 A JP 24455397A JP H1161986 A JPH1161986 A JP H1161986A
Authority
JP
Japan
Prior art keywords
joint
joint member
spherical surface
joint structure
structural
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP24455397A
Other languages
Japanese (ja)
Inventor
Minoru Kitamura
実 喜多村
Ichiro Takahashi
一朗 高橋
Seiji Umezawa
誠治 梅澤
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.)
Hitachi Kizai Inc
Original Assignee
Hitachi Kizai Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Kizai Inc filed Critical Hitachi Kizai Inc
Priority to JP24455397A priority Critical patent/JPH1161986A/en
Publication of JPH1161986A publication Critical patent/JPH1161986A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide joint structure, in which an error angle in an assembly angle is absorbed and a structural member can be connected surely to joint structure even when an error in the assembly angle is generated not only in a vertical surface but also in a horizontal surface and other surfaces inclined in any inclined directions at the set angle of the structural member to joint structure. SOLUTION: Joint structure has a first joint member 1, in which an outside is formed in an approximately columnar shape, a recessed spherical surface 1a is formed on the inside and a plurality of U-shaped grooves communicated with the outside and the inside are shaped at intervals in the circumferential direction. Joint structure has a plurality of second joint members 3, which are arranged among a plurality of structural members 54 collected and extended from a plurality of directions towards the central section of the recessed spherical surface 1a of the first joint member 1 and the first joint member 1 and in which slipping-off stop sections 5 rotatably brought into contact with the recessed spherical surface 1a are formed at one end sections penetrated into the recessed spherical surface 1a through the U-shaped grooves through projecting spherical surfaces 5b and main body sections 8 on the other end sides are coupled at the end sections of the structural members 54.

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、複数方向から集ま
って延びてくる複数の棒状等の構造部材の各々の端部を
1ヵ所に集結して連結するジョイント構造に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure in which the ends of a plurality of rod-shaped structural members or the like extending from a plurality of directions are gathered and connected at one place.

【0002】[0002]

【従来の技術】従来のジョイント構造としては、例えば
図7に示すような構造の建築物に用いられる。すなわち
同図に示す建築物は、概略的には、複数本の梁部材50
を複数本の柱部材51が支持し、その梁部材50の上に
屋根構造53が載置されて支持される構造となってい
る。
2. Description of the Related Art A conventional joint structure is used, for example, in a building having a structure as shown in FIG. That is, the building shown in FIG.
Are supported by a plurality of column members 51, and a roof structure 53 is placed and supported on the beam members 50.

【0003】このような建築物は、その骨組の強度を補
強するために、図8に示すように、梁部材50により形
成される1つの四辺形の四隅を結ぶ対角線上に、筋交い
用の鋼製棒状の構造部材54が設けられる。
[0003] In order to reinforce the strength of the frame, such a building is provided with a steel for bracing on a diagonal line connecting four corners of one quadrilateral formed by the beam members 50 as shown in FIG. A rod-shaped structural member 54 is provided.

【0004】このような構造部材54は、上記四隅の各
々に一端部が連結された4本の構造部材54から構成さ
れ、それらの他端部が上記四隅の中心部に集結して、1
ヵ所のジョイント構造56で連結されるようになってい
る。そしてそのジョイント構造56は、屋根構造53の
頂上に沿って延在するフレーム部材59に上端部が連結
された、吊下部材61の下端部に連結されて、吊り下げ
支持されるようになっている。
Such a structural member 54 is composed of four structural members 54 each having one end connected to each of the four corners. The other ends of the structural members 54 are gathered at the center of each of the four corners.
The joints 56 are connected at two places. The joint structure 56 is connected to a lower end of a suspension member 61 having an upper end connected to a frame member 59 extending along the top of the roof structure 53, and is supported by being suspended. I have.

【0005】ジョイント構造56は、図9及び図10に
示すような構造となっている。すなわち、構造部材54
のジョイント構造56側の端部には、フォーク部材63
が溶接により固定されている。また、吊下部材61の下
端部には、断面がX形状になるよう4方向に板が伸びる
ように溶接により形成された中心連結板部65の上端中
心部が、溶接により連結されている。そして、フォーク
部材63と中心連結板部65とがピン66により結合さ
れて、ジョイント構造56により4本の構造部材54が
1ヵ所に集結して連結されるようになっている。
The joint structure 56 has a structure as shown in FIGS. That is, the structural member 54
Of the fork member 63
Are fixed by welding. Further, the lower end of the suspension member 61 is connected by welding to the center of the upper end of a center connecting plate 65 formed by welding so that the plate extends in four directions so as to have an X-shaped cross section. Then, the fork member 63 and the center connecting plate portion 65 are connected by a pin 66, and the four structural members 54 are gathered and connected at one place by a joint structure 56.

【0006】なお、上記従来のジョイント構造56にお
いては、構造部材54が中心連結板部65にフォーク部
材63を介してピン結合されていたが、図11に示すよ
うに、構造部材54がジョイント構造56の中心連結板
部65に、フォーク部材63の代わりに単なる板状の連
結板部67を介して、ピン結合されるようにする方法も
用いることができる。
In the above-described conventional joint structure 56, the structural member 54 is pin-connected to the center connecting plate 65 via a fork member 63. However, as shown in FIG. It is also possible to use a method in which a pin is connected to the center connecting plate 65 of the 56 via a simple plate-shaped connecting plate 67 instead of the fork member 63.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上記従
来のジョイント構造56においては、中心連結板部65
に対してフォーク部材63が、水平方向に延びたピン6
6を介して連結されているため、中心連結板部65に対
してフォーク部材63は、図9中構造部材54及び吊下
部材61を含む鉛直面内においてピン66の回りに回動
できるのみで、水平面(図9中左右の2本の構造部材5
4を含む図紙面に垂直な平面)内においてはほとんど回
動できず、さしずめフォーク部材63の二股部と中心連
結板部65との間の隙間の範囲内でしか回動できない構
造となっている。
However, in the above-mentioned conventional joint structure 56, the center connecting plate portion 65 is not provided.
The fork member 63 is provided with a pin 6 extending in the horizontal direction.
6, the fork member 63 can rotate only about the pin 66 in the vertical plane including the structural member 54 and the suspension member 61 in FIG. , A horizontal plane (the two left and right structural members 5 in FIG. 9)
4 (a plane perpendicular to the plane of the drawing including FIG. 4), and can rotate only within a gap between the forked portion of the fork member 63 and the center connecting plate portion 65. .

【0008】このため、建築物における構造部材54の
組立角度誤差や、ジョイント構造56の中心連結板部6
5の製造上の角度誤差等により、水平面内において中心
連結板部65と構造部材54の取付角度が一致しないで
互いに相対角度を有するような組立角度誤差が生じた場
合は、前記隙間の範囲内ではその誤差を吸収することが
できず、このため構造部材54をフォーク部材63を介
してジョイント構造56の中心連結板部65に連結する
ことができなくなってしまう場合があるという問題があ
った。そしてこのような問題は、水平面内での組立角度
誤差に限らず、斜めのあらゆる方向に傾いた面内での組
立角度誤差においても起こり得る。
For this reason, the assembling angle error of the structural member 54 in the building and the center connecting plate 6
In the case where the mounting angle error between the center connecting plate portion 65 and the structural member 54 in the horizontal plane does not coincide with each other and has an angle relative to each other due to an angle error or the like in the manufacture of 5, the range of the gap is set. In this case, the error cannot be absorbed, so that there is a problem that the structural member 54 cannot be connected to the center connecting plate 65 of the joint structure 56 via the fork member 63 in some cases. Such a problem can occur not only in an assembly angle error in a horizontal plane but also in an assembly angle error in a plane inclined in all oblique directions.

【0009】そこで本発明は、上記問題点に鑑みて、ジ
ョイント構造に対する構造部材の取付角度が鉛直面内の
みならず、水平面内、その他斜めのいかなる方向に傾い
た面内において組立角度誤差が生じても、その誤差角度
を吸収して構造部材をジョイント構造に確実に連結でき
るようなジョイント構造を提供することを課題とするも
のである。
Therefore, in view of the above problems, the present invention causes an assembling angle error not only in a vertical plane but also in a horizontal plane or any other inclined plane. However, it is an object of the present invention to provide a joint structure capable of absorbing the error angle and reliably connecting the structural member to the joint structure.

【0010】[0010]

【課題を解決するための手段】上記課題を解決するため
に本発明は、外部がほぼ円柱状に形成され内部に凹状球
面が形成され円周方向に間隔をおいて外部と内部を連通
する複数の溝が形成された第1ジョイント部材と、この
第1ジョイント部材の凹状球面の中心部に向かって複数
方向から集まって延びてくる複数の構造部材と前記第1
ジョイント部材との間に配置され、前記溝を通って凹状
球面の内部に貫入する一端部に凸状球面を介して前記凹
状球面と回動可能に接触する抜止め部が設けられ、他端
部が前記構造部材の端部に連結される複数の第2ジョイ
ント部材とを備えた構成としたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention is directed to a plurality of external parts which are formed in a substantially columnar shape, have a concave spherical surface formed therein, and which communicate the external part with the internal part at intervals in the circumferential direction. A first joint member having a groove formed therein, a plurality of structural members which gather and extend from a plurality of directions toward the center of the concave spherical surface of the first joint member, and
A retaining portion disposed between the joint member and penetrating through the groove into the inside of the concave spherical surface; a stopper portion rotatably contacting the concave spherical surface via a convex spherical surface is provided; Are provided with a plurality of second joint members connected to the end of the structural member.

【0011】このような構成のジョイント構造によれ
ば、第1ジョイント部材に形成された溝を通って第1ジ
ョイント部材の内部に形成された凹状球面の内部に貫入
する、第2ジョイント部材の一端部に設けられた抜止め
部の凸状球面が、第1ジョイント部材の凹状球面と回動
自在に接触した状態で、第1ジョイント部材に第2ジョ
イント部材の一端部が連結され、この第2ジョイント部
材の他端部に構造部材の端部が連結されるようになって
いる。
According to the joint structure having such a configuration, one end of the second joint member penetrates into the concave spherical surface formed inside the first joint member through the groove formed in the first joint member. One end of the second joint member is connected to the first joint member in a state where the convex spherical surface of the retaining portion provided in the portion is rotatably in contact with the concave spherical surface of the first joint member. An end of the structural member is connected to the other end of the joint member.

【0012】このため、第1ジョイント部材の溝の幅や
長さを適度に設定することにより、第2ジョイント部材
の一端部はその抜止め部の凸状球面を第1ジョイント部
材の凹状球面と摺動させて、鉛直面内のみならず、水平
面内、その他斜めのいかなる方向に傾いた面内において
もある程度回動することが可能である。
For this reason, by appropriately setting the width and length of the groove of the first joint member, one end of the second joint member has the convex spherical surface of the retaining portion as the concave spherical surface of the first joint member. By sliding, it is possible to rotate to some extent not only in a vertical plane but also in a horizontal plane or any other inclined plane.

【0013】このため建築物の組立誤差等により、第1
ジョイント部材に対する正規の方向と構造部材の方向の
各々の角度が一致しないで、鉛直面内のみならず、水平
面内、その他斜めのいかなる方向に傾いた面内におい
て、互いに相対角度を有するような組立角度誤差が生じ
ても、構造部材は上記誤差角度を吸収するように第2ジ
ョイント部材と共に回動できて、構造部材は第2ジョイ
ント部材を介して第1ジョイント部材に確実に連結する
ことができる。
[0013] Therefore, due to the assembly error of the building, etc., the first
Assembling such that the angles of the normal direction with respect to the joint member and the direction of the structural member do not coincide with each other, and have an angle relative to each other not only in a vertical plane but also in a horizontal plane or any other inclined plane. Even if an angle error occurs, the structural member can rotate together with the second joint member so as to absorb the error angle, and the structural member can be reliably connected to the first joint member via the second joint member. .

【0014】[0014]

【発明の実施の形態】以下本発明の実施の形態につい
て、図面に基づいて具体的に説明する。図1ないし図6
は、本発明によるジョイント構造の第1の実施の形態を
説明するために参照する図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below with reference to the drawings. 1 to 6
FIG. 1 is a diagram referred to for describing a first embodiment of a joint structure according to the present invention.

【0015】図1に示すジョイント構造は、前記従来の
技術の項においても説明した図8に示す建築物におい
て、従来のジョイント構造56の代わりに用いる、本発
明の第1の実施の形態に係るジョイント構造16を示す
斜視図であり、図2は図1におけるジョイント構造16
のII−II線断面図である。両図に示すジョイント構
造16は、第1ジョイント部材1と第2ジョイント部材
3とを有している。
The joint structure shown in FIG. 1 according to the first embodiment of the present invention is used in place of the conventional joint structure 56 in the building shown in FIG. FIG. 2 is a perspective view showing a joint structure 16, and FIG.
FIG. 2 is a sectional view taken along line II-II of FIG. The joint structure 16 shown in both figures has a first joint member 1 and a second joint member 3.

【0016】図1及び図2において、第1ジョイント部
材1の上端部には例えば、図8の建築物の屋根構造53
のフレーム部材59に上端部が連結される、鉛直方向に
延びるスチールパイプ部材(支持部材)52の下端部
が、溶接により連結される。
In FIGS. 1 and 2, for example, a roof structure 53 of a building shown in FIG.
The lower end of a vertically extending steel pipe member (supporting member) 52 whose upper end is connected to the frame member 59 is connected by welding.

【0017】第1ジョイント部材1には、鉛直方向に延
びるスチールパイプ部材52に対してほぼ直角方向(す
なわちほぼ水平方向)に延びると共に、図3に示すよう
に、4つの方向から集まって延びてきた、4本の鋼製棒
状の構造部材54が、第2ジョイント部材3を介して連
結されている。
The first joint member 1 extends in a direction substantially perpendicular to the steel pipe member 52 extending in the vertical direction (ie, in a substantially horizontal direction), and as shown in FIG. Further, four steel rod-shaped structural members 54 are connected via the second joint member 3.

【0018】図4に示すように、第2ジョイント部材3
の先端部には抜止め部5が形成されており、第2ジョイ
ント部材3の後端側の本体部8には、構造部材54の先
端部に形成された雄ネジとネジ結合する雌ネジ6が形成
されている。抜止め部5の先端部側には先細り状のテー
パ面5aが形成されており、このテーパ面5aの裏側に
は、図2及び図3に示すように、第1ジョイント部材1
の内部に形成されている凹状球面1aと同じ曲率半径の
凸状球面5bが形成されている。
As shown in FIG. 4, the second joint member 3
A stopper portion 5 is formed at the distal end of the second joint member 3, and a female screw 6 which is screw-coupled to a male screw formed at the distal end of the structural member 54 is formed at the main body portion 8 on the rear end side of the second joint member 3. Are formed. A tapered tapered surface 5a is formed on the tip end side of the retaining portion 5, and the first joint member 1 is formed on the back side of the tapered surface 5a, as shown in FIGS.
Is formed with a convex spherical surface 5b having the same radius of curvature as the concave spherical surface 1a formed therein.

【0019】また抜止め部5の図4(a)中下側には、
第2ジョイント部材3の軸線に対して所定角度で切り取
った傾斜面5cが形成されている。これは、図3に示す
ように、本実施の形態においては、隣合う構造部材54
間の相対角度が、各位置において90°より15°位大
きいか小さい構造となっているために、隣合う構造部材
54間の相対角度が90°より小さい位置において抜止
め部5同士が干渉しないようにするためである。このよ
うな抜止め部5は、図4に示すように、雌ネジ6が形成
された第2ジョイント部材3の本体部8と、シャフト部
7を介して接続されるように形成されている。
On the lower side of the retaining portion 5 in FIG.
An inclined surface 5c cut at a predetermined angle with respect to the axis of the second joint member 3 is formed. This is because, in the present embodiment, as shown in FIG.
Since the relative angle between them is larger or smaller by about 15 ° than 90 ° at each position, the retaining portions 5 do not interfere with each other at a position where the relative angle between adjacent structural members 54 is smaller than 90 °. That's why. As shown in FIG. 4, such a retaining portion 5 is formed so as to be connected via a shaft portion 7 to a main body portion 8 of the second joint member 3 on which a female screw 6 is formed.

【0020】図2に示すように、第1ジョイント部材1
の底部にはカバー10がネジ結合により取付けられてい
る。このカバー10をネジを緩めて第1ジョイント部材
1の底部から取外すと共に、凹状球面1aが形成されて
いる第1ジョイント部材1の内部空間から各第2ジョイ
ント部材3の抜止め部5を順次取り出すと、第1ジョイ
ント部材1は図5及び図6に示すようになる。
As shown in FIG. 2, the first joint member 1
A cover 10 is attached to the bottom of the cover by screw connection. The cover 10 is unscrewed and removed from the bottom of the first joint member 1, and the retaining portions 5 of the second joint members 3 are sequentially taken out from the internal space of the first joint member 1 having the concave spherical surface 1a. Then, the first joint member 1 is as shown in FIGS.

【0021】図5は第1ジョイント部材1の縦断面図で
あり、図6は図5における第1ジョイント部材1のVI
矢視図である。第1ジョイント部材1の外周面と内部の
凹状球面1aとの間の肉厚部には、第1ジョイント部材
1の外部と内部を連通する4つのU字溝1bが形成され
ており、第2ジョイント部材3のシャフト部7が下側か
らこのU字溝1bに嵌合することにより、第2ジョイン
ト部材3の抜止め部5を第1ジョイント部材1の凹状球
面1a内に収納することができる。
FIG. 5 is a longitudinal sectional view of the first joint member 1, and FIG. 6 is a view showing the VI of the first joint member 1 in FIG.
It is an arrow view. Four U-shaped grooves 1b communicating between the outside and the inside of the first joint member 1 are formed in a thick portion between the outer peripheral surface of the first joint member 1 and the concave spherical surface 1a inside, and the second By fitting the shaft portion 7 of the joint member 3 into the U-shaped groove 1b from below, the retaining portion 5 of the second joint member 3 can be housed in the concave spherical surface 1a of the first joint member 1. .

【0022】また、第1ジョイント部材1の図5中下端
部の周部には雄ネジ部1cが形成されていて、この雄ネ
ジ部1cがカバー10の円周筒部内側に形成された雌ネ
ジ部とネジ結合して締付けることにより、第1ジョイン
ト部材1の底部はカバー10により閉止されるようにな
っている。
A male screw 1c is formed around the lower end of the first joint member 1 in FIG. 5, and the male screw 1c is formed on the inner side of the circumferential cylindrical portion of the cover 10. The bottom part of the first joint member 1 is closed by the cover 10 by screwing and tightening the screw part.

【0023】このような第1ジョイント部材1及び第2
ジョイント部材3を用いたジョイント構造16によれ
ば、建築物の組立角度誤差等により、図2に実線と2点
鎖線で示すように、構造部材54の方向と第1ジョイン
ト部材1に対する正規の方向の軸線Aとの各々の角度が
一致しないで、鉛直面内において互いに相対角度を有す
るような大きな角度誤差が生じても、第1ジョイント部
材1の凹状球面1aと第2ジョイント部材3の抜止め部
5の凸状球面5bは球面同士で摺動して、構造部材54
は鉛直面内で回動することによりその角度誤差を容易に
吸収することができる。
The first joint member 1 and the second joint member
According to the joint structure 16 using the joint member 3, the direction of the structural member 54 and the normal direction with respect to the first joint member 1 are caused by the assembly angle error of the building, as shown by the solid line and the two-dot chain line in FIG. Of the concave spherical surface 1a of the first joint member 1 and the second joint member 3, The convex spherical surface 5b of the portion 5 slides between the spherical surfaces to form the structural member 54.
By rotating in the vertical plane, the angular error can be easily absorbed.

【0024】また図3に実線と2点鎖線で示すように、
構造部材54の方向と第1ジョイント部材1に対する正
規の方向の軸線Aとの各々の角度が一致しないで、水平
面内において角度θで示すような大きな組立角度誤差が
生じても、やはり第1ジョイント部材1の凹状球面1a
と第2ジョイント部材3の抜止め部5の凸状球面5b同
士で摺動して、構造部材54は第2ジョイント部材3を
介して水平面内で回動することにより、その角度誤差を
容易に吸収することができる。
As shown by a solid line and a two-dot chain line in FIG.
If the angle of the direction of the structural member 54 and the angle of the axis A in the normal direction with respect to the first joint member 1 do not coincide with each other, and a large assembly angle error as indicated by the angle θ occurs in the horizontal plane, the first joint Concave spherical surface 1a of member 1
And the convex spherical surface 5b of the retaining portion 5 of the second joint member 3 slides with each other, and the structural member 54 rotates in a horizontal plane via the second joint member 3 so that the angular error can be easily reduced. Can be absorbed.

【0025】このため、第1ジョイント部材1のU字溝
1bの幅や長さを適度に設定することにより、第2ジョ
イント部材3の抜止め部5の凸状球面5bを第1ジョイ
ント部材1の凹状球面1aと摺動させて、鉛直面内のみ
ならず、水平面内、その他斜めのいかなる方向に傾いた
面内においても回動することが可能である。
For this reason, by appropriately setting the width and length of the U-shaped groove 1b of the first joint member 1, the convex spherical surface 5b of the retaining portion 5 of the second joint member 3 can be connected to the first joint member 1. Can be rotated not only in a vertical plane, but also in a horizontal plane or any other inclined plane.

【0026】このため建築物の組立誤差等により、第1
ジョイント部材1に対する正規の方向と構造部材54の
方向の各々の角度が一致しないで、鉛直面内のみなら
ず、水平面内、その他斜めのいかなる方向に傾いた面内
において、互いに相対角度を有するような組立角度誤差
が生じても、構造部材54は上記誤差角度を吸収するよ
うに第2ジョイント部材と共に回動できて、構造部材5
4は第2ジョイント部材3を介して第1ジョイント部材
1に確実に連結することができる。
For this reason, due to the assembly error of the building, etc., the first
The angles of the normal direction with respect to the joint member 1 and the direction of the structural member 54 do not coincide with each other, so that they have relative angles to each other not only in the vertical plane but also in the horizontal plane and any other inclined plane. Even if a large assembly angle error occurs, the structural member 54 can rotate together with the second joint member so as to absorb the error angle, and the structural member 5
4 can be reliably connected to the first joint member 1 via the second joint member 3.

【0027】なお上記実施の形態においては、例えば前
述した従来の図8の建築物のジョイント構造56の代わ
りに本発明のジョイント構造16を設ける場合について
説明したが、図8の建築物の場合に限らず、図12,図
13に示すような張弦梁構造の構造部材54と構成部材
58とを連結する場合等、複数の構造部材を1ヵ所で連
結するものであれば、いかなる構造の建築物の場合にも
本発明は適用することができる。
In the above-described embodiment, for example, the case where the joint structure 16 of the present invention is provided instead of the above-described conventional joint structure 56 of the building of FIG. 8 is described. However, the present invention is not limited to such a case where a plurality of structural members are connected in one place, such as a case where a structural member 54 having a stringed beam structure and a structural member 58 as shown in FIGS. In this case, the present invention can be applied.

【0028】また前記実施の形態においては、水平面内
で隣合う構造部材54間の相対角度が、均等な90°で
ない構造の場合について説明したが、それらの相対角度
が均等な90°でもよいことはいうまでもない。
In the above-described embodiment, the case where the relative angles between the adjacent structural members 54 in the horizontal plane are not equal to 90 ° has been described. However, the relative angles may be equal to 90 °. Needless to say.

【0029】また上記実施の形態においては、構造部材
54が4本の場合について説明したが、構造部材54は
2本、3本、或は5本以上であってもよい。また、上記
実施の形態においては構造部材54に鋼製の棒状の部材
を用いた場合について説明したが、構造部材54には鋼
材以外の材料により形成されたものを用いてもよく、ま
た棒状以外のパイプ状等の部材を用いることもできる。
In the above embodiment, the case where the number of the structural members 54 is four has been described. However, the number of the structural members 54 may be two, three, or five or more. Further, in the above-described embodiment, the case where a steel rod-shaped member is used as the structural member 54 has been described. However, the structural member 54 may be formed of a material other than steel, A member such as a pipe can also be used.

【0030】さらに前記実施の形態においては、本発明
のジョイント構造16が天井を支持する梁構造に設けら
れる、筋交いとしての構造部材54の連結に適用した場
合について説明したが、本発明のジョイント構造は天井
の他に、壁等、建築構造の他の部分にも用いることがで
きる。そして本発明のジョイント構造を壁等に用いる場
合は、第1ジョイント部材は前記実施の形態において用
いたスチールパイプ部材52等と接続する必要がないの
で、前記実施の形態よりも軽量で小型化した第1ジョイ
ント部材を用いることができる。
Further, in the above embodiment, the case where the joint structure 16 of the present invention is applied to the connection of the structural member 54 as a brace provided on the beam structure supporting the ceiling has been described. Can be used not only on the ceiling but also on other parts of the building structure, such as walls. When the joint structure of the present invention is used for a wall or the like, the first joint member does not need to be connected to the steel pipe member 52 or the like used in the above embodiment, so that the first joint member is lighter and smaller than the above embodiment. A first joint member can be used.

【0031】以上、本発明の実施の形態について具体的
に述べてきたが、本発明は上記の実施の形態に限定され
るものではなく、本発明の技術的思想に基づいて、その
他にも各種の変更が可能なものである。
Although the embodiments of the present invention have been specifically described above, the present invention is not limited to the above-described embodiments, and may be variously modified based on the technical idea of the present invention. Can be changed.

【0032】[0032]

【発明の効果】以上説明したように、本発明によれば、
第1ジョイント部材の溝の幅や長さを適度に設定するこ
とにより、第2ジョイント部材の一端部はその抜止め部
の凸状球面を第1ジョイント部材の凹状球面と摺動させ
て、鉛直面内のみならず、水平面内、その他斜めのいか
なる方向に傾いた面内においてもある程度回動すること
が可能である。
As described above, according to the present invention,
By appropriately setting the width and length of the groove of the first joint member, one end of the second joint member slides the convex spherical surface of the retaining portion thereof with the concave spherical surface of the first joint member, thereby allowing the second joint member to move vertically. It is possible to rotate to some extent not only in the plane, but also in a horizontal plane or any other inclined plane.

【0033】このため建築物の組立誤差等により、第1
ジョイント部材に対する正規の方向と構造部材の方向の
各々の角度が一致しないで、鉛直面内のみならず、水平
面内、その他斜めのいかなる方向に傾いた面内におい
て、互いに相対角度を有するような組立角度誤差が生じ
ても、構造部材は上記誤差角度を吸収するように第2ジ
ョイント部材と共に回動できて、構造部材は第2ジョイ
ント部材を介して第1ジョイント部材に確実に連結する
ことができる。
For this reason, due to the assembly error of the building, etc., the first
Assembling such that the angles of the normal direction with respect to the joint member and the direction of the structural member do not coincide with each other, and have an angle relative to each other not only in a vertical plane but also in a horizontal plane or any other inclined plane. Even if an angle error occurs, the structural member can rotate together with the second joint member so as to absorb the error angle, and the structural member can be reliably connected to the first joint member via the second joint member. .

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

【図1】本発明の第1の実施の形態に係るジョイント構
造16を示す斜視図である。
FIG. 1 is a perspective view showing a joint structure 16 according to a first embodiment of the present invention.

【図2】図1におけるジョイント構造16のII−II
線断面図である。
FIG. 2 is a sectional view of the joint structure 16 shown in FIG.
It is a line sectional view.

【図3】図2におけるジョイント構造16のIII−I
II線断面図である。
FIG. 3 is a sectional view of the joint structure 16 shown in FIG.
It is II sectional drawing.

【図4】第2ジョイント部材3を示す図であり、図4
(a)はその側面図、図4(b)は図4(a)における
第2ジョイント部材3のB矢視図である。
FIG. 4 is a view showing a second joint member 3, and FIG.
4A is a side view thereof, and FIG. 4B is a view of the second joint member 3 in FIG.

【図5】第1ジョイント部材1の縦断面図である。FIG. 5 is a longitudinal sectional view of the first joint member 1.

【図6】図5における第1ジョイント部材1のVI矢視
図である。
6 is a view of the first joint member 1 in FIG.

【図7】ジョイント構造が用いられる建築物の構造の一
例を示す透視図である。
FIG. 7 is a perspective view showing an example of a structure of a building in which a joint structure is used.

【図8】図7における建築物の構造をより詳細に示す透
視図である。
8 is a perspective view showing the structure of the building in FIG. 7 in more detail.

【図9】図10における従来のジョイント構造56のI
X−IX線断面側面図である。
FIG. 9 shows a conventional joint structure I of FIG.
It is an X-IX line sectional side view.

【図10】図9におけるジョイント構造56のX−X線
断面上面図である。
FIG. 10 is a cross-sectional top view of the joint structure 56 of FIG. 9 taken along the line XX.

【図11】他の従来のジョイント構造の部分上面図であ
る。
FIG. 11 is a partial top view of another conventional joint structure.

【図12】ジョイント構造が用いられる建築物の張弦梁
構造を示す側面図である。
FIG. 12 is a side view showing a beam string structure of a building using a joint structure.

【図13】図12に示す張弦梁構造の下面図である。FIG. 13 is a bottom view of the beam string structure shown in FIG.

【符号の説明】[Explanation of symbols]

1 第1ジョイント部材 1a 凹状球面 1b U字溝 1c 雄ネジ部 3 第2ジョイント部材 5 抜止め部 5a テーパ面 5b 凸状球面 5c 傾斜面 6 雌ネジ 7 シャフト部 8 本体部 10 カバー 16 ジョイント構造 50 梁部材 51 柱部材 52 スチールパイプ部材 53 屋根構造 54,58 構造部材 59 フレーム部材 56 ジョイント構造 61 吊下部材 63 フォーク部材 65 中心連結板部 67 連結板部 66 ピン REFERENCE SIGNS LIST 1 first joint member 1a concave spherical surface 1b U-shaped groove 1c male screw portion 3 second joint member 5 retaining portion 5a tapered surface 5b convex spherical surface 5c inclined surface 6 female screw 7 shaft portion 8 body portion 10 cover 16 joint structure 50 Beam member 51 Column member 52 Steel pipe member 53 Roof structure 54, 58 Structural member 59 Frame member 56 Joint structure 61 Suspension member 63 Fork member 65 Center connection plate 67 Connection plate 66 Pin

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 外部がほぼ円柱状に形成され内部に凹状
球面が形成され円周方向に間隔をおいて外部と内部を連
通する複数の溝が形成された第1ジョイント部材と、 前記第1ジョイント部材の凹状球面の中心部に向かって
複数方向から集まって延びてくる複数の構造部材と前記
第1ジョイント部材との間に配置され、前記溝を通って
凹状球面の内部に貫入する一端部に凸状球面を介して前
記凹状球面と回動可能に接触する抜止め部が設けられ、
他端部が前記構造部材の端部に連結される複数の第2ジ
ョイント部材と、 を備えたことを特徴とするジョイント構造。
A first joint member having an outer portion formed in a substantially cylindrical shape, a concave spherical surface formed therein, and a plurality of grooves formed in a circumferential direction and communicating the outside and the inside; One end portion disposed between the first joint member and the plurality of structural members that gather and extend from a plurality of directions toward the center of the concave spherical surface of the joint member, and penetrates into the concave spherical surface through the groove. There is provided a retaining portion rotatably contacting the concave spherical surface via a convex spherical surface,
And a plurality of second joint members having other ends connected to the ends of the structural member.
【請求項2】 前記第1ジョイント部材が前記複数の構
造部材の各々に対してほぼ直角方向に延びるよう配置さ
れた支持部材の一端部に連結され、この支持部材の他端
部が建築構造の固定部に連結されることを特徴とする請
求項1に記載のジョイント構造。
2. The method according to claim 1, wherein the first joint member is connected to one end of a support member arranged to extend substantially perpendicular to each of the plurality of structural members, and the other end of the support member is connected to the building structure. The joint structure according to claim 1, wherein the joint structure is connected to a fixing portion.
JP24455397A 1997-08-26 1997-08-26 Joint structure Pending JPH1161986A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24455397A JPH1161986A (en) 1997-08-26 1997-08-26 Joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24455397A JPH1161986A (en) 1997-08-26 1997-08-26 Joint structure

Publications (1)

Publication Number Publication Date
JPH1161986A true JPH1161986A (en) 1999-03-05

Family

ID=17120426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24455397A Pending JPH1161986A (en) 1997-08-26 1997-08-26 Joint structure

Country Status (1)

Country Link
JP (1) JPH1161986A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030089754A (en) * 2002-05-18 2003-11-28 이형훈 joint for one or multi connection and strucrure construction method using the same
WO2012153698A1 (en) * 2011-05-08 2012-11-15 国立大学法人北陸先端科学技術大学院大学 Universal joint and variable structure
CN104047366A (en) * 2014-06-13 2014-09-17 深圳市三鑫幕墙工程有限公司 Universal spherical connecting device
KR20180028220A (en) * 2016-09-08 2018-03-16 주식회사 랜드랜 Ball-truss with a assembly structure of insert type and truss assembling structure using the ball-truss
KR20180028217A (en) * 2016-09-08 2018-03-16 주식회사 랜드랜 Ball-truss having assembly space and truss assembling structure using the ball-truss
CN108603370A (en) * 2015-12-02 2018-09-28 B.T.创新公司 To engage the tensioning lock with adapter of precast concrete part
WO2020024281A1 (en) * 2018-08-03 2020-02-06 陈敬全 Universal connector and assembled building structure
CN113279484A (en) * 2021-05-18 2021-08-20 徐勇 Connecting piece for assembly type building

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030089754A (en) * 2002-05-18 2003-11-28 이형훈 joint for one or multi connection and strucrure construction method using the same
WO2012153698A1 (en) * 2011-05-08 2012-11-15 国立大学法人北陸先端科学技術大学院大学 Universal joint and variable structure
CN104047366A (en) * 2014-06-13 2014-09-17 深圳市三鑫幕墙工程有限公司 Universal spherical connecting device
CN104047366B (en) * 2014-06-13 2016-08-24 深圳市三鑫幕墙工程有限公司 Universal spherical attachment means
CN108603370A (en) * 2015-12-02 2018-09-28 B.T.创新公司 To engage the tensioning lock with adapter of precast concrete part
KR20180028220A (en) * 2016-09-08 2018-03-16 주식회사 랜드랜 Ball-truss with a assembly structure of insert type and truss assembling structure using the ball-truss
KR20180028217A (en) * 2016-09-08 2018-03-16 주식회사 랜드랜 Ball-truss having assembly space and truss assembling structure using the ball-truss
WO2020024281A1 (en) * 2018-08-03 2020-02-06 陈敬全 Universal connector and assembled building structure
CN113279484A (en) * 2021-05-18 2021-08-20 徐勇 Connecting piece for assembly type building
CN113279484B (en) * 2021-05-18 2022-12-06 山东誉铭建工有限公司 Connecting piece for assembly type building

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