JP2662760B2 - Joint structure between steel pipe column and beam - Google Patents

Joint structure between steel pipe column and beam

Info

Publication number
JP2662760B2
JP2662760B2 JP4360020A JP36002092A JP2662760B2 JP 2662760 B2 JP2662760 B2 JP 2662760B2 JP 4360020 A JP4360020 A JP 4360020A JP 36002092 A JP36002092 A JP 36002092A JP 2662760 B2 JP2662760 B2 JP 2662760B2
Authority
JP
Japan
Prior art keywords
joint
steel pipe
pipe column
metal
column
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
JP4360020A
Other languages
Japanese (ja)
Other versions
JPH06193142A (en
Inventor
直樹 田中
敏之 福元
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP4360020A priority Critical patent/JP2662760B2/en
Publication of JPH06193142A publication Critical patent/JPH06193142A/en
Application granted granted Critical
Publication of JP2662760B2 publication Critical patent/JP2662760B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、建築や土木、橋梁の分
野において、鋼管柱とはりとの接合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 between a steel pipe column and a beam in the fields of construction, civil engineering, and bridges.

【0002】[0002]

【従来の技術】先に発明者は、極力数少ない溶接箇所及
びボルトの締め付け箇所で接合できるので、いわばワン
タッチで接合できる鉄骨構造材の接合金物を考案し、こ
れを実願平2-106139号(実開平 4-62804号公報)として
出願した。
2. Description of the Prior Art The inventor of the present invention has devised a metal joint of a steel structure material which can be joined with one-touch, so that the joint can be made with a few welding spots and bolt tightening spots as much as possible. No. 4-62804).

【0003】これは、図8に示すようにはりや柱の鉄骨
構造材端へ溶接可能な基部2から接合片3を櫛の歯状に
多数小間隔で一体的に突設し、この接合片3に直交方向
へボルトが貫通する透孔4を形成した接合金物1a,1
b同士の組合せによるものである。
[0003] As shown in Fig. 8, a plurality of joint pieces 3 are integrally protruded at small intervals from a base 2 which can be welded to the end of a steel structure material of a beam or a column. 3 are formed with through holes 4 through which bolts penetrate in a direction orthogonal to
This is due to the combination of b.

【0004】基部2は鉄骨柱や鉄骨梁などの鉄骨構造材
端へ溶接するもので、接合金物1a,1b相互は櫛の歯
状の接合片3同士を噛合わせ、透孔4に高力ボルト5を
挿通し、ナット6を嵌めて締め付けることにより、鉄骨
構造材同士を該接合片3の結合を介して接合するもので
ある。
The base 2 is to be welded to the end of a steel structure such as a steel column or a steel beam. The metal fittings 1a and 1b are engaged with the comb-shaped joint pieces 3 of the comb, and a high-strength bolt is inserted into the through hole 4. The steel structure members are joined to each other through the joints of the joint pieces 3 by inserting the nuts 5 and fitting and tightening the nuts 6.

【0005】このようにすることにより、接合金物1
a,1b相互は櫛の歯状の接合片3同士が交互に位置し
て噛合い、しかもこの噛合いを直交方向に高力ボルト5
で締め付けるので、各櫛の歯状の接合片3は2面摩擦に
よりボルトの軸力の90%以上を伝達することができる。
[0005] By doing so, the metal joint 1
a and 1b are interdigitated with the comb-toothed joint pieces 3 alternately positioned and engaged with each other.
Therefore, the tooth-like joint piece 3 of each comb can transmit 90% or more of the axial force of the bolt by two-sided friction.

【0006】また、各接合片3は櫛の歯状に極力小さく
細分化されているので、各接合片3の断面軸方向耐力は
前記摩擦力より小さい。すなわち、各接合片3は高力ボ
ルト5で摩擦力が与えられると、その断面耐力を100 %
発揮できるようになり、2冊の本を頁を絡ませて組み合
わせるように接合金物1a,1b同士は分離しにくいも
のとなる。
Further, since each joining piece 3 is subdivided as small as possible in the shape of a comb, the sectional axial strength of each joining piece 3 is smaller than the frictional force. That is, when a frictional force is applied by the high-strength bolt 5 to each joint piece 3, its sectional proof strength is 100%
Thus, the metal joints 1a and 1b are hardly separated from each other so that two books are entangled with each other and combined.

【0007】[0007]

【発明が解決しようとする課題】しかし、図8に示す実
願平2-106139号(実開平4-62804 号公報)の鉄骨構造材
の接合金物を用いる場合であっても、図4に示すように
鋼管柱7とはり8との接合部であって鋼管柱7側にダイ
ヤフラム等の補強がないものでは、鋼管柱7ははり8の
力に耐え切れなくなり、変形するおそれがある。
However, even in the case where a metal joint of a steel structure material disclosed in Japanese Utility Model Application No. 2-106139 (Japanese Utility Model Application Laid-Open No. 4-62804) shown in FIG. If the joint between the steel pipe column 7 and the beam 8 has no reinforcement such as a diaphragm on the steel pipe column 7 side, the steel pipe column 7 cannot withstand the force of the beam 8 and may be deformed.

【0008】このような鋼管柱7の変形を防ぐには、図
5に示すように鋼管柱7の内部にダイヤフラム9を設け
る内ダイヤフラム形式や、図6に示す鋼管柱7の内部と
外部に連続するようにダイヤフラム9を設ける通しダイ
ヤフラム形式、図7に示すように鋼管柱7の外周部にダ
イヤフラム9を設ける外ダイヤフラム形式などで柱はり
仕口の補強を行うことが行われている。
In order to prevent such deformation of the steel pipe column 7, an inner diaphragm type in which a diaphragm 9 is provided inside the steel pipe column 7 as shown in FIG. 5 or continuous inside and outside of the steel pipe column 7 shown in FIG. In order to reinforce the column beam connection, a through-diaphragm type in which a diaphragm 9 is provided and an outer diaphragm type in which a diaphragm 9 is provided on an outer peripheral portion of a steel pipe column 7 as shown in FIG.

【0009】しかし、図5乃至図7のごときダイヤフラ
ム形式では、これを鋼管柱の外周面に溶接したり、位置
決めをしなけれならないので、複雑な補強方法を取るこ
ととなり、接合が困難であります。
However, in the case of the diaphragm type as shown in FIGS. 5 to 7, it has to be welded or positioned on the outer peripheral surface of the steel pipe column, so a complicated reinforcing method is required, and joining is difficult.

【0010】本発明の目的は前記従来例の不都合を解消
し、ダイヤフラム形式での複雑な補強方法を取ることな
く、極力数少ない溶接箇所及びボルトの締め付け箇所
で、簡単に接合でき、しかもダイヤフラムを用いたのと
同様の鋼構造とすることができる鋼管柱とはりとの接合
構造を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned disadvantages of the prior art, and to make it possible to easily join at least a few welding spots and bolt tightening spots without taking a complicated reinforcing method in the form of a diaphragm. It is an object of the present invention to provide a joint structure between a steel pipe column and a beam, which can have the same steel structure as that of the steel pipe.

【0011】[0011]

【課題を解決するための手段】本発明は前記目的を達成
するため、はりのフランジ巾と同程度の巾の基部から接
合片を櫛の歯状に多数小間隔で一体的に突設し、この接
合片に直交方向へボルトが貫通する透孔を形成した第1
の接合金物を該基部側をはりの上下フランジ端に固定す
ることではり端に設け、同様な巾の基部から接合片を櫛
の歯状に多数小間隔で一体的に突設し、この接合片に直
交方向へボルトが貫通する透孔を形成した第2の接合金
物を、その取付け位置を鋼管柱外周面で前記第1の接合
金物の取付け位置に対応させて、基部側を溶接すること
で鋼管柱に設け、該鋼管柱外周面のコーナー部には、隣
接する第2の接合金物の基部同士をつなぐ厚手の湾曲板
からなる当板状の補強金物を取り付け、前記第1、第2
の接合金物の接合片同士を噛合わせ、透孔にボルトを挿
通して締め付けることにより、はりと鋼管柱とを接合金
物同士の結合を介して接合することを要旨とするもので
ある。
According to the present invention, in order to achieve the above object, a large number of joint pieces are integrally protruded at small intervals from a base having a width substantially equal to the width of a flange of a beam. A first hole formed with a through-hole through which a bolt penetrates in a direction orthogonal to the joining piece.
By fixing the base metal to the upper and lower flange ends of the beam, the base side is provided at the beam end, and a plurality of bonding pieces are integrally protruded from the base having a similar width in a comb-like shape at small intervals. Welding a second joint metal having a through hole through which a bolt penetrates in a direction perpendicular to a piece, with its mounting position corresponding to the mounting position of the first metal joint on the outer peripheral surface of the steel pipe column. The steel pipe column is provided with a reinforcing metal plate in the form of a thick curved plate connecting base portions of adjacent second metal fittings to the corners of the outer peripheral surface of the steel pipe column.
The gist of the present invention is that the beam and the steel pipe column are joined via the joints of the metal joints by engaging the joint pieces of the metal joints with each other, inserting a bolt into the through hole, and tightening.

【0012】[0012]

【作用】本発明によれば、接合金物相互は接合片同士が
交互に位置して噛合い、しかもこの噛合いを直交方向に
ボルトで締め付けるので、各接合片は2面摩擦によりボ
ルトの軸力の90%以上を伝達することができる。また、
各接合片は櫛の歯状に極力小さく細分化されているの
で、各接合片の断面軸方向耐力は前記摩擦力より小さ
い。
According to the present invention, the metal joints are engaged with each other so that the joint pieces are alternately positioned and fastened with bolts in the orthogonal direction. Therefore, each joint piece has an axial force of the bolt due to two-sided friction. 90% or more can be transmitted. Also,
Since each joining piece is subdivided as small as possible into the shape of a comb, the sectional axial strength of each joining piece is smaller than the frictional force.

【0013】すなわち、各接合片はボルトで摩擦力が与
えられると、その断面耐力を100 %発揮できるようにな
り、2冊の本を頁を絡ませて組み合わせるように接合金
物同士は分離しにくいものとなる。
That is, when a frictional force is applied to each joint piece by bolts, the sectional strength of the joint piece can be exhibited 100%, and the metal joints are hardly separated from each other as if two books are entangled and combined. Becomes

【0014】また、柱はり仕口である鋼管柱の外周面に
は第2の接合金物の基部側が溶接され、この部分が鋼管
柱の補強として作用するので、鋼管柱はダイヤフラムな
しでも変形しにくいものとなる。この第2の接合金物の
取付け位置は、はりの上下フランジ端からの第1の接合
金物に対応させて上下にあるので、柱はり仕口を効果的
に鋼構造とすることができる。
Further, the base side of the second metal fitting is welded to the outer peripheral surface of the steel pipe column, which is a column beam connection, and this portion acts as reinforcement of the steel pipe column, so that the steel pipe column is not easily deformed without a diaphragm. It will be. Since the mounting positions of the second metal fittings are located above and below the first metal fittings from the upper and lower flange ends of the beam, the column beam connection can be made of a steel structure effectively.

【0015】しかも、鋼管柱は第2の接合金物の基部側
と当板状の補強金物との連続体で外周面をたが状に補強
され、ダイヤフラムを用いたのと同様の鋼構造とするこ
とができる。なお、当板状の補強金物は厚手の湾曲板か
らなるので、それ自体が耐力の高いものであり、耐力を
向上する上で優れる。とくに、この補強金物を用いるこ
とは、鋼管柱の径とはり巾が異なり、第2の接合金物の
基部側の巾が鋼管柱の径に比べて小さい場合に効果的な
補強を可能とする。
Moreover, the steel pipe column is reinforced with a continuous body of the base side of the second joining metal part and the reinforcing metal member in the form of a plate, and the outer peripheral surface thereof is reinforced in a chisel-like manner, and has a steel structure similar to that using a diaphragm. be able to. In addition, since this plate-shaped reinforcing metal is formed of a thick curved plate, it itself has high proof stress, and is excellent in improving proof stress. In particular, the use of this reinforcing metal enables effective reinforcement when the diameter of the steel pipe column and the beam width are different and the width of the base of the second joint metal is smaller than the diameter of the steel pipe column.

【0016】[0016]

【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1は本発明の鋼管柱とはりとの接合構造の
1実施例を示す平面図、図2は同上正面図で、図中7は
鋼管柱、8はH型鉄骨によるはりである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a plan view showing an embodiment of a joint structure between a steel pipe column and a beam according to the present invention. FIG. 2 is a front view of the same, in which 7 is a steel pipe column, and 8 is a beam made of an H-shaped steel frame.

【0017】これら鋼管柱7やはり8に設ける第1の接
合金物1aおよび第2の接合金物1bは、前記図8で説
明したのと同じく、鉄骨構造材端へ溶接可能な基部2か
ら接合片3を櫛の歯状に多数小間隔で一体的に突設し、
この接合片3に直交方向へボルトが貫通する透孔4を形
成したものである。
The first metal fitting 1a and the second metal fitting 1b provided on the steel pipe columns 7 and 8 are formed from the base 2 which can be welded to the end of the steel structural material, as described with reference to FIG. Are protruded integrally at small intervals in the shape of a comb,
The joining piece 3 is formed with a through hole 4 through which a bolt penetrates in an orthogonal direction.

【0018】はり8の上下フランジ8a端には、このフ
ランジ8aの巾と同程度の巾の基部2を有する第1の接
合金物1aを該基部2側を溶接もしくはボルト止めその
他の手段で固定することで設ける。
At the upper and lower flange 8a ends of the beam 8, a first metal fitting 1a having a base 2 having a width substantially equal to the width of the flange 8a is fixed to the base 2 by welding or bolting or other means. Provided by

【0019】また、鋼管柱7の外周面には、前記第1の
接合金物1aと同様な巾の基部2を有する第2の第2の
接合金物1bを、その取付け位置を鋼管柱7外周面で前
記第1の接合金物1aの取付け位置に対応させて、その
基部2側を溶接することで設ける。
On the outer peripheral surface of the steel tube post 7, a second second joint metal member 1b having a base 2 having the same width as the first joint metal member 1a is attached. Then, the base 2 is provided by welding corresponding to the mounting position of the first metal fitting 1a.

【0020】さらに、鋼管柱7の外周面のコーナー部に
は、隣接する面に設けた第2の接合金物1bの基部2同
士をつなぐように当板状の補強金物10を、この鋼管柱7
や基部2に溶接するように取り付ける。図3にこの当板
状の補強金物10を示すが、厚手の湾曲板で、内側は、直
角で柱7の外周面のコーナー部の曲率がいかような場合
にも対応できるようになっている。なお、鋼管柱7の外
周面のコーナー部と同じ曲率のアールとなっていても良
い。
Further, at the corner of the outer peripheral surface of the steel pipe column 7, a reinforcing metal plate 10 having a plate shape is connected so as to connect the bases 2 of the second joint metal members 1b provided on the adjacent surfaces.
And the base 2 so as to be welded. FIG. 3 shows this reinforcing metal fitting 10 in the form of a plate. The reinforcing metal fitting 10 is a thick curved plate, the inside of which is perpendicular to the corners of the outer peripheral surface of the column 7 at right angles so that it can cope with any curvature. . The radius of curvature may be the same as that of the corner of the outer peripheral surface of the steel pipe column 7.

【0021】これらはり8への第1の接合金物1aの取
り付け、および、鋼管柱7への第2の接合金物1bや当
板状の補強金物10の取り付けは、予め工場サイドで行
う。
The attachment of the first metal joint 1a to the beam 8 and the attachment of the second metal joint 1b and the reinforcing metal plate 10 to the steel pipe column 7 are performed in advance at the factory side.

【0022】このようにして現場では、この第1、第2
の接合金物1a,1bの接合片3同士を噛合わせ、透孔
4に高力ボルト5を挿通してナット6で締め付けること
により、はり8と鋼管柱7とを接合金物1a,1b同士
の結合を介して接合する。
In this way, at the site, the first and second
The joining pieces 3 of the metal fittings 1a and 1b are engaged with each other, the high-strength bolt 5 is inserted into the through hole 4 and tightened with the nut 6, so that the beam 8 and the steel pipe column 7 are joined to each other with the metal fittings 1a and 1b. To join.

【0023】なお、鋼管柱7の径とはり8の巾がさほど
差がなく、第2の接合金物1bの基部2側の巾が鋼管柱
7の径に比べて差がない場合には、当板状の補強金物10
の取り付けはこれを省略してもよい。
In the case where the diameter of the steel pipe column 7 and the width of the beam 8 are not so different, and the width of the base portion 2 side of the second metal fitting 1b is not different from the diameter of the steel pipe column 7, this case is considered. Plate-shaped reinforcing hardware 10
This may be omitted for mounting.

【0024】また、鋼管柱7は図示のようなボックス柱
の場合のみならず、円柱の場合でも本発明は適用でき、
当板状の補強金物10もこの円柱の曲率に合わせたものが
使用できる。
The present invention can be applied not only to the case of the box column as shown in the figure but also to the case of a cylindrical column.
The plate-shaped reinforcing hardware 10 can also be used in accordance with the curvature of the column.

【0025】[0025]

【発明の効果】以上述べたように本発明の鋼管柱とはり
との接合構造は、鋼管柱をダイヤフラム形式での複雑な
補強方法を取ることなく簡単に補強でき、しかも、鋼管
柱とはりとを極力数少ない溶接箇所及びボルトの締め付
け箇所で、簡単に接合でき、しかもダイヤフラムを用い
たのと同様の鋼構造とすることができるものである。
As described above, the joint structure between a steel pipe column and a beam according to the present invention can easily reinforce the steel pipe column without taking a complicated reinforcing method in the form of a diaphragm. Can be easily joined at the fewest possible welding spots and bolt tightening spots, and a steel structure similar to that using a diaphragm can be obtained.

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

【図1】本発明の鋼管柱とはりとの接合構造の1実施例
を示す平面図である。
FIG. 1 is a plan view showing one embodiment of a joint structure between a steel pipe column and a beam according to the present invention.

【図2】本発明の鋼管柱とはりとの接合構造の1実施例
を示す正面図である。
FIG. 2 is a front view showing one embodiment of a joint structure between a steel pipe column and a beam according to the present invention.

【図3】当板状の補強金物の斜視図である。FIG. 3 is a perspective view of a plate-shaped reinforcing metal.

【図4】鋼管柱とはりとの接合部の変形状態を示す平面
図である。
FIG. 4 is a plan view showing a deformed state of a joint between a steel pipe column and a beam.

【図5】従来例で内ダイヤフラム形式の平面図である。FIG. 5 is a plan view of a conventional example of an inner diaphragm type.

【図6】従来例で通しダイヤフラム形式の平面図であ
る。
FIG. 6 is a plan view of a through-diaphragm type in a conventional example.

【図7】従来例で外ダイヤフラム形式の平面図である。FIG. 7 is a plan view of a conventional example of an outer diaphragm type.

【図8】接合金物の斜視図である。FIG. 8 is a perspective view of a metal joint.

【符号の説明】[Explanation of symbols]

1a…第1の接合金物 1b…第2の接
合金物 2…基部 3…接合片 4…透孔 5…高力ボルト 6…ナット 7…鋼管柱 8…はり 8a…フランジ 9…ダイヤフラム 10…当板状の補
強金物
1a 1st joining hardware 1b 2nd joining hardware 2 ... base 3 ... joint piece 4 ... through hole 5 ... high strength bolt 6 ... nut 7 ... steel pipe column 8 ... beam 8a ... flange 9 ... diaphragm 10 ... plate Shaped reinforcement hardware

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 はりのフランジ巾と同程度の巾の基部か
ら接合片を櫛の歯状に多数小間隔で一体的に突設し、こ
の接合片に直交方向へボルトが貫通する透孔を形成した
第1の接合金物を該基部側をはりの上下フランジ端に固
定することではり端に設け、同様な巾の基部から接合片
を櫛の歯状に多数小間隔で一体的に突設し、この接合片
に直交方向へボルトが貫通する透孔を形成した第2の接
合金物を、その取付け位置を鋼管柱外周面で前記第1の
接合金物の取付け位置に対応させて、基部側を溶接する
ことで鋼管柱に設け、該鋼管柱外周面のコーナー部に
は、隣接する第2の接合金物の基部同士をつなぐ厚手の
湾曲板からなる当板状の補強金物を取り付け、前記第
1、第2の接合金物の接合片同士を噛合わせ、透孔にボ
ルトを挿通して締め付けることにより、はりと鋼管柱と
を接合金物同士の結合を介して接合することを特徴とし
た鋼管柱とはりとの接合構造。
1. A plurality of joint pieces are integrally protruded at small intervals from a base having a width substantially equal to the width of a flange of a beam, and a through hole through which a bolt penetrates in a perpendicular direction is formed in the joint piece. The first metal fitting thus formed is fixed to the upper and lower flange ends of the beam so as to be provided at the beam end, and a large number of pieces are integrally protruded from the base having the same width in a comb-like shape at small intervals. Then, a second joint metal member having a through-hole through which a bolt penetrates in the orthogonal direction is formed in the joint piece, and its mounting position is made to correspond to the mounting position of the first joint metal member on the outer peripheral surface of the steel pipe column. Is provided on the steel pipe column by welding, and at the corner portion of the outer peripheral surface of the steel pipe column, a plate-shaped reinforcing metal member made of a thick curved plate connecting base portions of adjacent second joint metal members is attached, and 1, The joining pieces of the second joining hardware are engaged with each other, and bolts are inserted through the through holes and tightened. A joint structure between a steel tube column and a beam, wherein the beam and the steel tube column are joined through a joint between metal joints.
JP4360020A 1992-12-28 1992-12-28 Joint structure between steel pipe column and beam Expired - Lifetime JP2662760B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4360020A JP2662760B2 (en) 1992-12-28 1992-12-28 Joint structure between steel pipe column and beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4360020A JP2662760B2 (en) 1992-12-28 1992-12-28 Joint structure between steel pipe column and beam

Publications (2)

Publication Number Publication Date
JPH06193142A JPH06193142A (en) 1994-07-12
JP2662760B2 true JP2662760B2 (en) 1997-10-15

Family

ID=18467485

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4360020A Expired - Lifetime JP2662760B2 (en) 1992-12-28 1992-12-28 Joint structure between steel pipe column and beam

Country Status (1)

Country Link
JP (1) JP2662760B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306657A (en) * 2019-05-24 2019-10-08 孔瑞清 Assembling type steel structure beam-column connection and construction method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01151511U (en) * 1988-03-31 1989-10-19
JPH0712483Y2 (en) * 1990-10-09 1995-03-29 鹿島建設株式会社 Joint structure of steel structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306657A (en) * 2019-05-24 2019-10-08 孔瑞清 Assembling type steel structure beam-column connection and construction method

Also Published As

Publication number Publication date
JPH06193142A (en) 1994-07-12

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