JP2537716B2 - Joint structure of steel pipe column and beam and joint metal used for it - Google Patents
Joint structure of steel pipe column and beam and joint metal used for itInfo
- Publication number
- JP2537716B2 JP2537716B2 JP3235510A JP23551091A JP2537716B2 JP 2537716 B2 JP2537716 B2 JP 2537716B2 JP 3235510 A JP3235510 A JP 3235510A JP 23551091 A JP23551091 A JP 23551091A JP 2537716 B2 JP2537716 B2 JP 2537716B2
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- pipe column
- joint
- joining
- steel
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、土木や建築もしくは橋
梁の分野において、閉鎖断面材である鋼管柱と梁の接合
構造およびそれに使用する接合金物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a steel pipe column and a beam, which is a material having a closed cross section, and a joint metal used for the same in the field of civil engineering, construction or bridge.
【0002】[0002]
【従来の技術】鋼管柱と鉄骨はりとの仕口の接合は溶接
以外はボルト接合の手段により行われる。かかるボルト
接合では、ボルトの締め付けを行うに際し鋼管柱内部に
手が入らないためにタップネジ孔等を設けた板状の金物
を予め鋼管内部に設けたり、仕口部のみを全て特殊な金
物で作ったりして種々の提案がなされている。2. Description of the Related Art Joining a joint between a steel pipe column and a steel beam is carried out by means of bolt joining, except welding. In such bolt joining, a plate-shaped metal provided with a tap screw hole or the like is provided in advance in the steel pipe in order to prevent access to the inside of the steel pipe column when tightening the bolt, or only the connection part is entirely made of special metal. Various proposals have been made.
【0003】その一例として図9に示すような接合金物
を使用することが考えられる。図中1は鋼管柱、2はH
型鉄骨によるはりであるが、鋼管柱1は仕口部側部に取
付孔12を穿設し、また、はり2の上下フランジ2a端に
はT型接合金物である外部用接合金物3が溶接やボルト
止めで取付けられる。一方、鋼管柱1の内側ではタップ
ネジ孔11を穿設した環状の内部用接合金物4が配設され
る。そして、この外部用接合金物3を鋼管柱1の外周面
に当接し、鋼管柱1を貫通させるタップネジとしての高
力ボルト5で外部用接合金物3と内部用接合金物4とを
前記取付孔12を介して鋼管柱1を挟んで締付ける。As an example thereof, it is possible to use a metal joint as shown in FIG. In the figure, 1 is a steel pipe column, 2 is H
Although it is a beam made of a type steel frame, the steel pipe column 1 is provided with a mounting hole 12 on the side of the joint portion, and the upper and lower flanges 2a of the beam 2 are welded with an external joint metal 3 which is a T-shaped joint. It can be mounted with bolts. On the other hand, on the inner side of the steel pipe column 1, an annular internal joining metal member 4 having a tap screw hole 11 is arranged. Then, the external joint metal 3 is brought into contact with the outer peripheral surface of the steel pipe column 1, and the external joint metal 3 and the internal joint metal 4 are attached to each other with the high-strength bolt 5 as a tap screw that penetrates the steel pipe column 1. The steel pipe pillar 1 is sandwiched between and tightened.
【0004】このようにすれば、鋼管柱1を切断するこ
となくそのまま使用でき、また、溶接も不要のため、加
工が容易となるだけでなく、切断加工や溶接による製品
精度の低下も防止できる。さらに、内部用接合金物4は
鋼管柱1の面外曲げ補強部材として作用し、また、内部
用接合金物4のネジ孔はタップネジであるため、仮付け
ナットに比べ落下等の心配もなく、かなりハードな取扱
にも充分耐えられる。In this way, the steel pipe column 1 can be used as it is without cutting, and since welding is unnecessary, not only the processing is easy, but also the deterioration of the product accuracy due to the cutting and welding can be prevented. . Further, the internal joint metal 4 acts as an out-of-plane bending reinforcing member of the steel pipe column 1, and since the screw hole of the internal joint metal 4 is a tap screw, there is no fear of falling, etc. It can withstand hard handling.
【0005】[0005]
【発明が解決しようとする課題】しかし、この図9に示
す内部用接合金物4を使用した鋼管柱と梁の接合構造で
は、鋼管柱1のせい(丈)の変化に対応できない。However, the joint structure of the steel pipe pillar and the beam using the internal joint metal 4 shown in FIG. 9 cannot cope with the change in the height (length) of the steel pipe pillar 1.
【0006】本発明の目的は前記従来例の不都合を解消
し、鋼管柱とはりとの仕口部において、鋼管柱がはりを
介して面外曲げ応力等の外力を受けた場合にでも鋼管柱
の変形を確実に防ぐことができ、しかも鋼管柱のせいの
変化に対応して鋼管柱を中にしてはりからはりへ力をス
ムーズに伝えることができる鋼管柱と梁の接合構造およ
びそれに使用する接合金物を提供することにある。The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, and in the joint portion between the steel pipe column and the beam, even if the steel pipe column receives an external force such as an out-of-plane bending stress through the beam, the steel pipe column The joint structure of a steel pipe column and a beam that can securely prevent the deformation of the steel pipe and can smoothly transmit the force from the beam to the beam by placing the steel pipe column inside in response to the change in the steel pipe column's cause and use it It is to provide a joint hardware.
【0007】[0007]
【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、鋼管柱と梁の接合構造としては、鋼管柱の仕
口部側部に取付孔を設け、一方、鋼管柱との接合面側に
開口するタップネジ孔を穿設し、かつ鋼管柱への接合面
と反対側の面に上下方向に開口する係合穴を有するフッ
クを突設してなる接合板を使用し、この接合板を前記接
合面側を鋼管柱内面に接合させて鋼管柱内に配設し、は
り端部に設けた外部用接合金物とこの接合板とを前記取
付孔及びタップネジ孔を介して高力ボルトで締付固定す
るとともに、鋼管柱の対向する内側面相互の接合板を該
係合穴に端部を挿入する鉤状の鋼棒材で連結し、鋼管柱
内にはコンクリートを充填したことを要旨とするもので
ある。In order to achieve the above object, the present invention has a structure for joining a steel pipe column and a beam, in which a mounting hole is provided on a side portion of a joint portion of a steel pipe column, and on the other hand, a joint with a steel pipe column is made. Using a joining plate that is formed by tapping tap holes that open on the surface side and projecting hooks that have engaging holes that open in the vertical direction on the surface opposite to the joining surface to the steel pipe column The plate is joined to the inner surface of the steel pipe column by arranging it inside the steel pipe column, and the external joint metal provided on the beam end and this joint plate are connected to the joint hole and the tapped screw hole through the high-strength bolt. While tightening and fixing with, the joint plates of the inner surfaces facing each other of the steel pipe column are connected with a hook-shaped steel rod material that inserts an end into the engaging hole, and that the steel pipe column is filled with concrete. It is a summary.
【0008】また、鋼管柱と梁の接合金物としては、鋼
管柱との接合面側には鋼管柱を挟んではり端部に設けた
外部用接合金物との締結を行うためのタップネジ孔をす
くなくとも鋼管柱との接合面側に開口するように穿設
し、かつ、鋼管柱への接合面と反対側の面に上下方向に
開口する係合穴を有するフックを突設した接合板であ
り、かつ、この接合板は鋼管柱と梁の接合用として鋼管
柱の対向する内側面に対として配置する複数の接合板か
らなり、これら対としての接合板相互を連結するものと
して該係合穴に端部を挿入する鉤状の鋼棒材を接合板に
組み合わせることを要旨とするものである。Further, as a joining metal article for a steel pipe column and a beam, at least a tap screw hole for fastening with an external joining metal article provided at a beam end with the steel pipe column sandwiched is provided on the joining surface side of the steel pipe column. A joining plate that is provided so as to open on the joining surface side with the steel pipe column, and that has a hook that has an engaging hole that opens in the vertical direction on the surface opposite to the joining surface to the steel pipe column. Further, this joint plate is composed of a plurality of joint plates arranged as a pair on the opposing inner side surfaces of the steel pipe column for jointing the steel pipe column and the beam, and the joint plate as a pair is connected to the engaging hole. The gist is to combine a hook-shaped steel rod material into which an end portion is inserted with a joining plate.
【0009】[0009]
【作用】請求項1および請求項2記載の本発明によれ
ば、鋼管柱の内側面に設ける接合板ははり端部に設けた
外部用接合金物を固定する役割の他に鋼管柱仕口部の面
曲げ補強部材としても作用する。そして、鋼管柱の内側
面で対向する接合板は係合穴に鉤状の鋼棒材の端部を挿
入することで連結されており、鋼管柱の内部に充填する
コンクリートがこの鋼棒材を固定するので、はりからの
力は、鋼管柱の内側で前記鋼棒材を介して接合板から接
合板へと伝わり、他のはりへスムーズに伝達することが
できる。According to the present invention as set forth in claims 1 and 2, the joint plate provided on the inner side surface of the steel pipe column has a function of fixing the external joint metal provided at the beam end, and the steel pipe column joint portion. Also acts as a surface bending reinforcing member. Then, the joining plates facing each other on the inner surface of the steel pipe column are connected by inserting the end portions of the hook-shaped steel rod members into the engaging holes, and the concrete filling the inside of the steel pipe column connects the steel rod members. Since it is fixed, the force from the beam can be transmitted from the joining plate to the joining plate through the steel rod inside the steel pipe column, and can be smoothly transmitted to another beam.
【0010】[0010]
【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の鋼管柱と梁の接合構造の1実
施例を示す横断平面図、図2は同上縦断側面図で、前記
従来例を示す図13と同一構成要素には同一参照符号を付
している。Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a cross-sectional plan view showing one embodiment of a joint structure of a steel pipe column and a beam of the present invention, FIG. 2 is a longitudinal side view of the same, and the same reference numerals are given to the same constituent elements as in FIG. 13 showing the conventional example. are doing.
【0011】先に本発明の鋼管柱と梁の接合構造で使用
する接合金物について説明すると、図3に示すように、
タップネジ孔11を設けた接合板6と、この接合板6同士
を連結する鋼棒材7との組合せからなる。このタップネ
ジ孔11はすくなくとも接合板6の鋼管柱1への接合面8
に開口するものであるが、反対側の面にも開口して接合
板6を貫通するように穿設するものでもよい。First, the joint metal used in the joint structure of the steel pipe column and the beam of the present invention will be described. As shown in FIG.
It is composed of a joining plate 6 provided with tapped screw holes 11 and a steel rod 7 connecting the joining plates 6 to each other. This tap screw hole 11 is at least the joint surface 8 of the joint plate 6 to the steel pipe column 1.
However, the opening may be made on the opposite surface so as to penetrate the joint plate 6.
【0012】接合板6は鋼管柱1への接合面8と反対側
の面に略コ字形のフック9を一体的に水平に突設した。
このフック9により接合板6には上下方向に開口する垂
直方向の係合穴10が形成される。なお、本実施例ではフ
ック9の内側は円弧状に形成し、また、このフック9に
対応して接合板6の面に円弧状の凹部14を縦に設けた。The joint plate 6 has a substantially U-shaped hook 9 integrally and horizontally projected on the surface opposite to the joint surface 8 to the steel pipe column 1.
By this hook 9, a vertical engaging hole 10 that opens in the vertical direction is formed in the joining plate 6. In this embodiment, the inside of the hook 9 is formed in an arc shape, and an arcuate recess 14 is vertically provided on the surface of the joining plate 6 corresponding to the hook 9.
【0013】これに対して鋼棒材7は鉄筋、棒鋼を利用
したもので、端を直角に折り曲げて定着部7aとしたコ
の字の鉤状のものである。On the other hand, the steel rod member 7 is made of a reinforcing bar or a steel rod, and has a U-shaped hook shape in which the end is bent at a right angle to form the fixing portion 7a.
【0014】次に本発明の鋼管柱と梁の接合構造につい
て説明すると、図1,図2に示すように、接合板6は、
接合面8を鋼管柱1の内側面に当接することで鋼管柱1
内に配設される。そして、鋼管柱1の内側面で対向する
面に配設する接合板6同士は、前記係合穴10に鋼棒材7
の定着部7aを上方から差し入れて貫通させ、この鋼棒
材7で相互に連結する。なお、この鋼棒材7の定着部7
a間の長さは図4に示すように接合板6同士の間隔Lか
ら見て、係合穴10同士の間隔と合致させてなるべく定着
部7aが係合穴10内で遊びを生じないようにすることが
望ましい。また、図示のごとく2本以上の複数の鋼棒材
7で接合板6相互を連結する。Next, the joint structure of the steel pipe column and the beam of the present invention will be described. As shown in FIGS.
By abutting the joint surface 8 on the inner surface of the steel pipe column 1, the steel pipe column 1
Is disposed inside. The joining plates 6 arranged on the inner surfaces of the steel pipe columns 1 facing each other have the steel rods 7 in the engagement holes 10.
The fixing portions 7a are inserted from above and penetrated, and the steel rods 7 are connected to each other. The fixing portion 7 of the steel bar 7
As shown in FIG. 4, the length between a and the distance between the joining plates 6 is set to match the distance between the engaging holes 10 so that the fixing portion 7a does not cause play in the engaging holes 10 as much as possible. Is desirable. Further, as shown in the drawing, the joining plates 6 are connected to each other by two or more steel rods 7.
【0015】はり2の上下フランジ2a端に溶接もしく
はボルト止めで取り付けたT型接合金物である外部用接
合金物3を鋼管柱1の外周面に当接し、この外部用接合
金物3と接合板6とで鋼管柱1を挟みながらタップネジ
としての高力ボルト5での締め付けを行う。この場合の
高力ボルト5は鋼管柱1に設けた取付孔12を貫通し、接
合部7のタップネジ孔11に挿入する。An external joint metal 3 which is a T-shaped joint metal attached to the upper and lower flanges 2a of the beam 2 by welding or bolting is brought into contact with the outer peripheral surface of the steel pipe column 1, and the external joint metal 3 and the joint plate 6 are joined together. While tightening the steel pipe pillar 1 with and, tightening with the high-strength bolt 5 as a tap screw is performed. In this case, the high-strength bolt 5 penetrates the mounting hole 12 provided in the steel pipe column 1 and is inserted into the tap screw hole 11 of the joint 7.
【0016】そして、鋼管柱1内にコンクリート13を充
填する。このようにすれば、鋼管柱1を間にして接合す
るはり2を固定する接合板6同士は鋼棒材7で直状にあ
るいは斜めに連結されるが、該鋼棒材7の直交方向での
交差は、接合板6のフック9の位置を変えることで上下
にずらすことができる。Then, the concrete 13 is filled in the steel pipe pillar 1. By doing so, the joining plates 6 for fixing the beams 2 joined with the steel tube columns 1 in between are connected straight or obliquely by the steel rods 7, but in the direction orthogonal to the steel rods 7. The intersection of can be shifted up and down by changing the position of the hook 9 of the joining plate 6.
【0017】図5〜図8は接合板6の変形例を示すもの
で、図5はフック9を完全なコ字形としたもの、図6は
フック9を小さくしその結果係合穴10を小さくしたも
の、図7はフック9をH形のものとして係合穴10を左右
に開口させるようにしたもの、図8は分割タイプとして
複数の接合板6で構成するようにしたものである。いず
れもタップネジ孔11を施した接合部と鋼棒材7を掛ける
部分があれば、いかような形でもよい。また、鋼棒材7
を環状のものとして形成してもよい。5 to 8 show a modified example of the joining plate 6, FIG. 5 shows a hook 9 having a complete U-shape, and FIG. 6 shows that the hook 9 is made smaller and as a result, the engaging hole 10 is made smaller. FIG. 7 shows an H-shaped hook 9 with the engaging holes 10 opened left and right, and FIG. 8 shows a split type composed of a plurality of joining plates 6. Any of them may have any shape as long as it has a joining portion having tapped screw holes 11 and a portion to which the steel rod 7 is hooked. Also, steel bar 7
May be formed as a ring.
【0018】[0018]
【発明の効果】以上述べたように本発明の鋼管柱と梁の
接合構造およびそれに使用する接合金物は、鋼管柱がは
りを介して面外曲げ応力等の外力を受けた場合でも鋼管
柱の変形を確実に防ぐことができ、しかも、鋼管柱のせ
いの変化に対応できて、はりからはりへ力をスムーズに
伝達することができるものである。As described above, the joining structure of the steel pipe column and the beam of the present invention and the joining metal piece used for the same can be applied to the steel pipe column even if the steel pipe column receives an external force such as an out-of-plane bending stress through the beam. Deformation can be reliably prevented, moreover, changes in the steel pipe columns can be coped with, and the force can be smoothly transmitted from the beam to the beam.
【図1】本発明の鋼管柱と梁の接合構造の1実施例を示
す横断平面図である。FIG. 1 is a cross-sectional plan view showing an embodiment of a joint structure of a steel pipe column and a beam of the present invention.
【図2】本発明の鋼管柱と梁の接合構造の1実施例を示
す縦断側面図である。FIG. 2 is a vertical cross-sectional side view showing an embodiment of a joint structure of a steel pipe column and a beam of the present invention.
【図3】本発明の鋼管柱と梁の接合構造で使用する接合
金物の1実施例を示す斜視図である。FIG. 3 is a perspective view showing one embodiment of a metal joint used in the steel pipe column-beam joint structure of the present invention.
【図4】本発明の鋼管柱と梁の接合構造で使用する接合
金物の1実施例を示す平面図である。FIG. 4 is a plan view showing one embodiment of a metal joint used in the steel pipe column-beam joint structure of the present invention.
【図5】本発明の鋼管柱と梁の接合構造で使用する接合
金物のうち接合板の第2変形例を示す斜視図である。FIG. 5 is a perspective view showing a second modified example of the joint plate of the joint metal used in the joint structure of the steel pipe column and the beam of the present invention.
【図6】本発明の鋼管柱と梁の接合構造で使用する接合
金物のうち接合板の第3変形例を示す斜視図である。FIG. 6 is a perspective view showing a third modified example of the joint plate of the joint metal used in the joint structure of the steel pipe column and the beam of the present invention.
【図7】本発明の鋼管柱と梁の接合構造で使用する接合
金物のうち接合板の第4変形例を示す斜視図である。FIG. 7 is a perspective view showing a fourth modified example of the joint plate of the joint metal used in the joint structure of the steel pipe column and the beam of the present invention.
【図8】本発明の鋼管柱と梁の接合構造で使用する接合
金物のうち接合板の第5変形例を示す斜視図である。FIG. 8 is a perspective view showing a fifth modified example of the joint plate of the joint metal used in the joint structure of the steel pipe column and the beam of the present invention.
【図9】従来例を示す鋼管柱・はり仕口部の横断平面図
である。FIG. 9 is a cross-sectional plan view of a steel pipe column / beam connection portion showing a conventional example.
1…鋼管柱 2…はり 2a…フランジ 3…外部用接合
金物 4…内部用接合金物 5…高力ボルト 6…接合板 7…鋼棒材 7a…定着部 8…接合面 9…フック 10…係合穴 11…タップネジ孔 12…取付孔 13…コンクリート 14…凹部DESCRIPTION OF SYMBOLS 1 ... Steel pipe column 2 ... Beam 2a ... Flange 3 ... External joining hardware 4 ... Internal joining hardware 5 ... High-strength bolt 6 ... Joining plate 7 ... Steel rod 7a ... Fixing part 8 ... Joining surface 9 ... Hook 10 ... Engagement Dowel 11 ... Tap screw hole 12 ... Mounting hole 13 ... Concrete 14 ... Recess
Claims (2)
方、鋼管柱との接合面側に開口するタップネジ孔を穿設
し、かつ鋼管柱への接合面と反対側の面に上下方向に開
口する係合穴を有するフックを突設してなる接合板を使
用し、この接合板を前記接合面側を鋼管柱内面に接合さ
せて鋼管柱内に配設し、はり端部に設けた外部用接合金
物とこの接合板とを前記取付孔及びタップネジ孔を介し
て高力ボルトで締付固定するとともに、鋼管柱の対向す
る内側面相互の接合板を該係合穴に端部を挿入する鉤状
の鋼棒材で連結し、鋼管柱内にはコンクリートを充填し
たことを特徴とする鋼管柱と梁の接合構造。1. A surface of a steel pipe column on which a mounting hole is provided on a side of a joint portion, a tap screw hole which is opened on a joint surface side with a steel pipe column, and which is opposite to a joint surface to the steel pipe column. A joining plate formed by projecting a hook having an engaging hole that opens in the up-down direction is used, and the joining plate is placed inside the steel pipe column by joining the joining surface side to the inner surface of the steel pipe column. The external joint metal provided in the section and this joint plate are fastened and fixed by high-strength bolts through the mounting holes and tap screw holes, and the joint plates of the inner surfaces facing each other of the steel pipe column are fitted in the engaging holes. A joint structure of steel pipe columns and beams, characterized in that the ends are connected by hooked steel rods and the steel pipe columns are filled with concrete.
はり端部に設けた外部用接合金物との締結を行うための
タップネジ孔をすくなくとも鋼管柱との接合面側に開口
するように穿設し、かつ、鋼管柱への接合面と反対側の
面に上下方向に開口する係合穴を有するフックを突設し
た接合板であり、かつ、この接合板は鋼管柱と梁の接合
用として鋼管柱の対向する内側面に対として配置する複
数の接合板からなり、これら対としての接合板相互を連
結するものとして該係合穴に端部を挿入する鉤状の鋼棒
材を接合板に組み合わせることを特徴とする鋼管柱と梁
の接合構造に使用する接合金物。2. The joint surface side with the steel pipe column is opened on the joint surface side with the steel pipe column at least without tap screw holes for fastening with the external joint metal fitting provided at the beam end with the steel pipe column interposed therebetween. And a hook having an engaging hole opening in the up-down direction on the surface opposite to the joining surface to the steel pipe column, and the joining plate is a steel pipe column and a beam. A steel rod in the shape of a hook, which is composed of a plurality of joining plates arranged as a pair on the inner surface of the steel pipe column facing each other for joining, and the end portions of which are inserted into the engaging holes to connect the joining plates as a pair. A joint metal used for a joint structure of a steel pipe column and a beam, characterized by combining materials into a joint plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3235510A JP2537716B2 (en) | 1991-08-21 | 1991-08-21 | Joint structure of steel pipe column and beam and joint metal used for it |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3235510A JP2537716B2 (en) | 1991-08-21 | 1991-08-21 | Joint structure of steel pipe column and beam and joint metal used for it |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0551968A JPH0551968A (en) | 1993-03-02 |
JP2537716B2 true JP2537716B2 (en) | 1996-09-25 |
Family
ID=16987063
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3235510A Expired - Lifetime JP2537716B2 (en) | 1991-08-21 | 1991-08-21 | Joint structure of steel pipe column and beam and joint metal used for it |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2537716B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104196224A (en) * | 2014-09-12 | 2014-12-10 | 北京建工集团有限责任公司 | Double-disc opposite-holding clamping tool and connecting method thereof |
-
1991
- 1991-08-21 JP JP3235510A patent/JP2537716B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0551968A (en) | 1993-03-02 |
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