JPH0736963Y2 - Connection structure between columns and beams - Google Patents

Connection structure between columns and beams

Info

Publication number
JPH0736963Y2
JPH0736963Y2 JP1989036006U JP3600689U JPH0736963Y2 JP H0736963 Y2 JPH0736963 Y2 JP H0736963Y2 JP 1989036006 U JP1989036006 U JP 1989036006U JP 3600689 U JP3600689 U JP 3600689U JP H0736963 Y2 JPH0736963 Y2 JP H0736963Y2
Authority
JP
Japan
Prior art keywords
receiving plate
pillar
plate
nut
mounting bracket
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1989036006U
Other languages
Japanese (ja)
Other versions
JPH02129502U (en
Inventor
昌樹 山岡
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP1989036006U priority Critical patent/JPH0736963Y2/en
Publication of JPH02129502U publication Critical patent/JPH02129502U/ja
Application granted granted Critical
Publication of JPH0736963Y2 publication Critical patent/JPH0736963Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、角形中空の柱と梁との接続構造に関し、詳し
くは溶接工程を回避して施工性を高めながら、かかる場
合の補強効果を高めようとする技術に係るものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a connection structure between a rectangular hollow column and a beam. More specifically, it improves the workability by avoiding the welding process, and at the same time, provides a reinforcing effect in such a case. It relates to the technology to be enhanced.

[従来の技術] 従来、第10図に示すように、柱1に梁8を接続するの
に、角形中空の柱1に梁取付金具3を突き合わせ溶接
し、その溶接箇所に水平スチフナー(ダイヤフラム)S
を配しておき、そしてこの梁取付金具3に梁8を接続金
具(図示せず)を介してボツト及びナットにて接続する
ものである。
[Prior Art] Conventionally, as shown in FIG. 10, in order to connect a beam 8 to a column 1, a beam mounting bracket 3 is butt-welded to a square hollow column 1 and a horizontal stiffener (diaphragm) is welded to the welded portion. S
Is arranged, and the beam 8 is connected to the beam mounting member 3 by a bot and a nut via a connecting member (not shown).

[考案が解決しようとする課題] ところが、柱1に梁取付金具3を溶接する溶接工程が必
要となり、溶接に際して位置決め治具や溶接装置を要
し、施工性が低く、又、梁8と断面形状が略等しくて大
きい梁取付金具3が柱1から突出し、トラック等による
輸送効率も低下する等の問題があった。
[Problems to be Solved by the Invention] However, a welding process for welding the beam mounting bracket 3 to the column 1 is required, a positioning jig and a welding device are required for welding, workability is low, and the beam 8 and the cross section There is a problem that the beam mounting bracket 3 having a substantially equal shape and a large size protrudes from the pillar 1 and the transportation efficiency by a truck or the like is reduced.

このような問題を解消するのに、第11図に示す特開昭62
-189230号公報のように、中空角形の柱1の内部で角形
の一辺の内面に面接させて受板2が面接状態で挿入さ
れ、受板2、柱1及び梁取付金具3の3者の取付孔にボ
ルト4を貫通し、梁取付金具3に形成されたねじ孔もし
くはナット5にボルト4を螺合して、柱1に梁取付金具
3を接続し、そしてこの梁取付金具3に梁8を取付け、
しかして梁8と柱1との接続強度を高めるものである。
In order to solve such a problem, Japanese Unexamined Patent Application Publication No. Sho 62-62 shown in FIG.
As described in Japanese Patent No. 189230, the receiving plate 2 is inserted in the state of being in contact with the inner surface of one side of the prism inside the hollow rectangular column 1, and the receiving plate 2, the column 1 and the beam mounting bracket 3 are The bolt 4 is passed through the mounting hole, the bolt 4 is screwed into the screw hole or the nut 5 formed in the beam mounting bracket 3, the beam mounting bracket 3 is connected to the column 1, and the beam mounting bracket 3 is connected to the beam. Attach 8,
Thus, the connection strength between the beam 8 and the pillar 1 is increased.

ところがかかる従来例において、角形中空の柱1の夫々
の辺に梁取付金具3を取付けて梁8を接続するのに、第
11図に示すように、その受板2は、両端部が略直角に切
断されたものであり、このような受板2を角形中空の柱
1の内部に挿入するのに、受板2を柱1の内面のコーナ
ー部にまで至らせることができず、受板2による受圧面
が少なく、接続強度を高めがたく、又、柱1内部に受板
2を収める収まりも悪くなり、受板2の挿入作業も面倒
になる等の問題があった。
However, in such a conventional example, in order to connect the beams 8 by attaching the beam attachment fittings 3 to the respective sides of the rectangular hollow pillar 1,
As shown in FIG. 11, the receiving plate 2 has its both ends cut at a substantially right angle, and the receiving plate 2 can be inserted into the square hollow pillar 1 in order to insert the receiving plate 2 into such a shape. The corners of the inner surface of the pillar 1 cannot be reached, the pressure receiving surface of the receiving plate 2 is small, it is difficult to increase the connection strength, and the accommodation of the receiving plate 2 inside the pillar 1 is poor, and the receiving plate There was a problem that the insertion work of 2 became troublesome.

本考案はこのような問題に鑑みてなされたものであり、
その目的とするところは、溶接作業を回避して施工性を
高めながら、かかる場合の受板の受圧面積を増し、接続
強度を高め、かつ受板の収まりを良くし、受板の柱内へ
の挿入作業を容易に行なえ、しかも、受板にナットを強
固にかつ所定の位置に確実に保持することができ、梁取
付金具、柱及び受板の3者をボルトにて固定する作業を
容易に確実におこなえる柱と梁の接続構造を提供するこ
とにある。
The present invention has been made in view of such problems,
The purpose is to avoid welding work and improve workability, increase the pressure receiving area of the receiving plate in this case, increase the connection strength, and improve the receiving plate's fit, Can be easily inserted, and the nut can be firmly and securely held in place on the backing plate, making it easy to secure the beam mounting bracket, pillar, and backing plate with bolts. It is to provide a pillar-beam connection structure that can be reliably performed.

[課題を解決するための手段] 本考案の柱と梁との接続構造は、中空角形の柱1の内部
で角形の夫々の辺の内面に面接させて受板2が挿入さ
れ、受板2、柱1及び梁取付金具3の3者をその取付孔
6を貫通するボルト4にて接続し、梁取付金具3に梁8
を接続する柱と梁との接続構造であって、受板2にナッ
ト5を保持するのに、受板2の取付孔6に合致するよう
に位置決めされた六角形のナット5がその六角面のうち
の複数面において押さえ片Xにて押さえられ、これら押
さえ片Xが受板2にスポット溶接され、受板2の巾方向
の両端部に内面側に近付く程厚肉となる面取面7を形成
し、この面取面7同士が対向されて成ることを特徴とす
るものである。
[Means for Solving the Problems] In the column-beam connecting structure of the present invention, the receiving plate 2 is inserted into the hollow rectangular column 1 by contacting the inner surface of each side of the prism to receive the receiving plate 2. , The pillar 1 and the beam mounting member 3 are connected by bolts 4 penetrating the mounting holes 6, and the beam 8 is attached to the beam mounting member 3.
In the connection structure of the pillar and the beam for connecting the two, the hexagonal nut 5 positioned so as to match the mounting hole 6 of the receiving plate 2 is used to hold the nut 5 in the receiving plate 2. Of the chamfered surfaces 7 which are pressed by the pressing pieces X on a plurality of surfaces, are spot-welded to the receiving plate 2, and become thicker as the widthwise ends of the receiving plate 2 get closer to the inner surface side. Is formed, and the chamfered surfaces 7 are opposed to each other.

[作用] このように、柱1の内部に受板2を挿入して、受板2、
柱1及び梁取付金具3の3者をボルト4にて接続する形
態になすことによって、溶接工程を回避し、その施工性
を高め、柱1からブラケットが大きく突出することもな
く、運搬等も容易に行えるようにしながら、受板2の巾
方向の両端部に内面側に近付く程厚肉となる面取面7を
形成し、この面取面7同士が対向させることによって、
受板2を角形中空の柱1の内部のコーナー部に至らせ、
受板2の受圧面積を増し、補強強度を高め、かつ面取面
7を対向させることで、受板2の収まりも良く、受板2
の挿入作業を容易に行えるようにしたものである。
[Operation] As described above, by inserting the backing plate 2 into the pillar 1, the backing plate 2,
By constructing a configuration in which the pillar 1 and the beam mounting bracket 3 are connected by bolts 4, the welding process is avoided, the workability thereof is improved, and the bracket does not significantly project from the pillar 1 and is also transported. While making it easy to perform, by forming chamfered surfaces 7 that become thicker toward the inner surface side at both end portions in the width direction of the receiving plate 2, and by making the chamfered surfaces 7 face each other,
Bring the backing plate 2 to the inner corner of the square hollow pillar 1,
The pressure receiving area of the receiving plate 2 is increased, the reinforcing strength is increased, and the chamfered surface 7 is opposed to the receiving plate 2, so that the receiving plate 2 fits well.
This is to facilitate the insertion work of.

[実施例] 以下本考案の実施例を図面に基づいて詳述する。Embodiment An embodiment of the present invention will be described in detail below with reference to the drawings.

柱1は中空四角形に形成され、柱1に梁8を取付ける箇
所には梁取付金具3が取付けられ、この梁取付金具3に
梁8がボルト及びナットにて取付けられるのである。以
下梁取付金具3の取付け構造を詳述する。
The pillar 1 is formed in a hollow quadrangle, and the beam attachment fitting 3 is attached to a place where the beam 8 is attached to the pillar 1, and the beam 8 is attached to the beam attachment fitting 3 with bolts and nuts. The mounting structure of the beam mounting bracket 3 will be described in detail below.

梁取付金具3を取付ける箇所の柱1の内部には、柱1の
角形の夫々の辺の内面に面接させて受板2が面接状態で
挿入される。受板2、柱1及び略T字状の梁取付金具3
には夫々取付孔6が形成され、そして受板2には取付孔
6の位置にナット5が保持されている。受板2、柱1及
び梁取付金具3の3者の取付孔6を一致させてボルト4
を貫通させ、ボルト4をナット5にねじ込むことで、梁
取付金具3を柱1に取付けるのである。
Inside the column 1 where the beam mounting bracket 3 is attached, the backing plate 2 is inserted in the state of surface contact with the inner surface of each side of the prism 1 of the prism. Support plate 2, pillar 1, and substantially T-shaped beam mounting bracket 3
Mounting holes 6 are formed in each of the mounting holes 6, and a nut 5 is held in the receiving plate 2 at the positions of the mounting holes 6. Match the mounting holes 6 of the support plate 2, the pillar 1, and the beam mounting bracket 3 with the bolt 4
The beam mounting bracket 3 is mounted on the pillar 1 by penetrating the bolt and screwing the bolt 4 into the nut 5.

かかる場合、受板2の巾方向の両端部に内面側に近付く
程厚肉となる面取面7を形成してあり、この面取面7同
士が対向されて受板2が柱1内に挿入される。
In this case, chamfered surfaces 7 are formed at both ends in the width direction of the receiving plate 2 so that the chamfered surfaces 7 become thicker toward the inner surface side, and the chamfered surfaces 7 are opposed to each other so that the receiving plate 2 is placed in the pillar 1. Is inserted.

このように、柱1の内部に受板2を挿入して、受板2、
柱1及び梁取付金具3の3者をボルト4にて接続する形
態にして、溶接工程を回避し、その施工性を高め、柱1
からブラケットが大きく突出することもなく、運搬等も
容易に行えるのである。そして、受板2の巾方向の両端
部に内面側に近付く程厚肉となる面取面7を形成し、こ
の面取面7同士が対向させること、受板2を角形中空の
柱1の内部のコーナー部に至らせ、受板2の受圧面積を
増し、補強強度を高めて、梁8の支持強度を充分なもの
にしている。しかも面取面7,7を対向させて、受板2の
収まりも良く、受板2の挿入作業を容易に行えるのであ
る。
In this way, by inserting the backing plate 2 inside the pillar 1, the backing plate 2,
The pillar 1 and the beam mounting bracket 3 are connected by bolts 4 to avoid the welding process and improve the workability of the pillar 1.
Since the bracket does not protrude significantly from this, it can be easily transported. Then, chamfered surfaces 7 that become thicker toward the inner surface side are formed at both ends of the receiving plate 2 in the width direction, and the chamfered surfaces 7 face each other. The pressure receiving area of the receiving plate 2 is increased to reach the inner corner portion, the reinforcing strength is increased, and the supporting strength of the beam 8 is made sufficient. Moreover, the chamfered surfaces 7 and 7 are opposed to each other so that the receiving plate 2 can be easily accommodated and the receiving plate 2 can be easily inserted.

そして受板2にナット5を保持させるのに、第4図に示
すように、受板2の取付孔6に当て板10を介して挿通し
たボルト9にナット5を螺合しておき、押さえ片Xとし
てのL字型片11をスポット溶接してナット5を保持し、
その後ボルト9を外してナット5を受板2に保持させる
方法や、第5図に示すように、高さの異なる二枚の縦板
12,12aを受板2にスポット溶接してナット5を両側から
押さえ、L字型片11をスポット溶接してナット5の外れ
を阻止する方法、かかる方法においては短い縦板12aは
第5図(c)のように柱1のコーナー部側に配されて干
渉がないように配慮される。又、第6図に示すように、
断面ハット型の押さえ片Xとしての保持板13が受板2に
スポット溶接されてナット5を押さえ、保持板13から切
り起こされた舌片14にてナット5を押さえるようにする
方法、更に第7図に示すように、同図(c)に展開図を
示すような押さえ片Xとしての押さえ板15を受板2にス
ポット溶接してナット5を保持する方法等種々のものが
ある。第8図(a)(b)(c)(d)は上述のナット
5を保持した構成における接続部を示している。
Then, in order to hold the nut 5 on the receiving plate 2, as shown in FIG. 4, the nut 5 is screwed into the bolt 9 inserted through the mounting plate 6 into the mounting hole 6 of the receiving plate 2 and is pressed. Hold the nut 5 by spot welding the L-shaped piece 11 as the piece X,
After that, the bolt 9 is removed to hold the nut 5 on the receiving plate 2, or as shown in FIG. 5, two vertical plates having different heights are used.
A method of spot welding 12 and 12a to the receiving plate 2 and pressing the nut 5 from both sides, and spot welding the L-shaped piece 11 to prevent the nut 5 from coming off. In such a method, the short vertical plate 12a is shown in FIG. It is arranged on the corner side of the pillar 1 as shown in (c) so that there is no interference. Also, as shown in FIG.
A holding plate 13 as a holding piece X having a hat-shaped cross section is spot-welded to the receiving plate 2 to hold the nut 5, and the tongue piece 14 cut and raised from the holding plate 13 holds the nut 5. As shown in FIG. 7, there are various methods such as a method of holding a nut 5 by spot welding a pressing plate 15 as a pressing piece X as shown in a developed view of FIG. FIGS. 8 (a), (b), (c), and (d) show the connecting portion in the configuration in which the nut 5 is held.

尚、実施例においては、梁取付金具3を柱1の三辺に取
付けたが、四辺もしくは二辺に取付けるようにしてもよ
いものである。
In addition, in the embodiment, the beam mounting member 3 is attached to three sides of the pillar 1, but it may be attached to four sides or two sides.

[考案の効果] 以上要するに本考案は、柱の内部に受板を挿入して、受
板、柱及び梁取付金具の3者をボルトにて接続する形態
にしてあるから、溶接工程を回避し、その施工性を高
め、柱からブラケットが大きく突出することもなく、運
搬等も容易に行えながら、受板の巾方向の両端部に内面
側に近付く程厚肉となる面取面を形成し、この面取面同
士を対向させてあるから、受板を角形中空の柱の内部の
コーナー部に至らせ、受板の受圧面積を増し、補強強度
を高め、かつ面取面を対向させるから、受板の収まりも
良く、受板の挿入作業を容易に行え、しかも、受板にナ
ットを保持するのに、受板の取付孔に合致するように位
置決めされた六角形のナットがその六角面のうち複数面
において押さえ片にて押さえられ、これら押さえ片が受
板にスポット溶接されているから、受板の取付孔に合致
するように位置決めされたナットは、その六角形のうち
複数面が押さえられていて、充分な廻り止めがなされ、
しかも、押さえ片は受板にスポット溶接されていて、位
置決めされているナットの位置のずれを回避することが
でき、しかして、梁取付金具、柱及び受板の3者をボル
トにて固定する作業を容易に確実におこなえるという利
点がある。
[Effects of the Invention] In short, the present invention has a configuration in which the support plate is inserted into the pillar and the support plate, the pillar, and the beam mounting bracket are connected by bolts, so the welding process is avoided. The chamfered surface that is thicker as it gets closer to the inner surface is formed at both ends in the width direction of the backing plate while improving the workability, the bracket does not protrude significantly from the pillar, and it can be easily transported. Since the chamfered surfaces are opposed to each other, the backing plate is brought to the inner corner of the rectangular hollow column, the pressure receiving area of the backing plate is increased, the reinforcing strength is increased, and the chamfered surfaces are opposed to each other. , The receiving plate fits well, the receiving plate can be easily inserted, and the hexagonal nut positioned to match the mounting hole of the receiving plate is used to hold the nut on the receiving plate. Pressed by pressing pieces on multiple surfaces, and these pressing pieces are attached to the receiving plate. Since it is spot welded, the nut positioned so as to match the mounting hole of the receiving plate has multiple surfaces of its hexagon pressed down, and sufficient rotation prevention is made.
Moreover, since the pressing piece is spot-welded to the receiving plate, it is possible to avoid the displacement of the position of the positioned nut. Therefore, the beam mounting bracket, the pillar and the receiving plate are fixed by bolts. There is an advantage that work can be performed easily and surely.

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

第1図は本考案の一実施例の平断面図、第2図は同上の
側面図、第3図(a)(b)は同上の受板の正面図、平
面図、第4図(a)(b)は同上の受板にナットを保持
させる方法を示す側面図、正面図、第5図(a)(b)
(c)は同上の他の方法を示す側面図、正面図、施工時
の平面図、第6図(a)(b)は同上の更に他の方法を
示す側面図、正面図、第7図(a)(b)(c)は同上
の更に他の方法を示す側面図、正面図、押さえ金具の展
開図、第8図(a)(b)(c)(d)は同上の接続部
の側面図、第9図は従来例の斜視図、第10図は同上の拡
大斜視図、第11図は他の従来例の断面図、第12図は同上
の平断面図であり、1は柱、2は受板、3は梁取付金
具、4はボルト、6は取付孔、7は面取面、Xは押さえ
片である。
FIG. 1 is a plan sectional view of an embodiment of the present invention, FIG. 2 is a side view of the same, and FIGS. 3 (a) and 3 (b) are front views, plan views, and FIG. ) (B) is a side view, a front view, and FIG. 5 (a) (b) showing a method for holding the nut on the receiving plate.
(C) is a side view showing another method of the above, a front view, a plan view at the time of construction, and FIGS. 6 (a) and 6 (b) is a side view showing another method of the same, a front view, and FIG. (A) (b) (c) is a side view showing another method of the same as above, a front view, a development view of a holding metal fitting, and FIGS. 8 (a), (b), (c) and (d) are connection parts of the same. FIG. 9 is a perspective view of a conventional example, FIG. 10 is an enlarged perspective view of the same as above, FIG. 11 is a sectional view of another conventional example, FIG. Pillars, 2 are receiving plates, 3 are beam mounting brackets, 4 are bolts, 6 are mounting holes, 7 is a chamfered surface, and X is a pressing piece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】中空角形の柱の内部で角形の夫々の辺の内
面に面接させて受板が挿入され、受板、柱及び梁取付金
具の3者をその取付孔を貫通するボルトにて接続し、梁
取付金具に梁を接続する柱と梁との接続構造であって、
受板にナットを保持するのに、受板の取付孔に合致する
ように位置決めされた六角形のナットがその六角面のう
ちの複数面において押さえ片にて押さえられ、これら押
さえ片が受板にスポット溶接され、受板の巾方向の両端
部に内面側に近付く略厚肉となる面取面を形成し、この
面取面同士が対向されて成る柱と梁との接続構造。
1. A hollow square pillar is inserted with a backing plate in contact with the inner surface of each side of the square, and the backing board, the pillar, and the beam mounting bracket are bolted through the three mounting holes. A connection structure of a column and a beam for connecting and connecting the beam to the beam mounting bracket,
To hold the nuts on the backing plate, hexagonal nuts positioned so as to match the mounting holes in the backing plate are pressed by the holding pieces on a plurality of the hexagonal faces, and these holding pieces are held by the holding plate. A connection structure of a column and a beam, which are spot-welded to each other and have chamfered surfaces that are substantially thick and which approach the inner surface side at both ends in the width direction of the receiving plate, and the chamfered surfaces face each other.
JP1989036006U 1989-03-29 1989-03-29 Connection structure between columns and beams Expired - Lifetime JPH0736963Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989036006U JPH0736963Y2 (en) 1989-03-29 1989-03-29 Connection structure between columns and beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989036006U JPH0736963Y2 (en) 1989-03-29 1989-03-29 Connection structure between columns and beams

Publications (2)

Publication Number Publication Date
JPH02129502U JPH02129502U (en) 1990-10-25
JPH0736963Y2 true JPH0736963Y2 (en) 1995-08-23

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989036006U Expired - Lifetime JPH0736963Y2 (en) 1989-03-29 1989-03-29 Connection structure between columns and beams

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JP (1) JPH0736963Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220016706A (en) * 2020-08-03 2022-02-10 주식회사 포스코 Composite column

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2626854B2 (en) * 1992-01-31 1997-07-02 大和ハウス工業株式会社 Column-column joint structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5116713A (en) * 1974-07-31 1976-02-10 Koken Sekkei Kenkyusho Kk Tetsukotsubashira harino setsugosochi

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220016706A (en) * 2020-08-03 2022-02-10 주식회사 포스코 Composite column

Also Published As

Publication number Publication date
JPH02129502U (en) 1990-10-25

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