JPH0711204Y2 - Joint structure of columns and beams - Google Patents

Joint structure of columns and beams

Info

Publication number
JPH0711204Y2
JPH0711204Y2 JP6229489U JP6229489U JPH0711204Y2 JP H0711204 Y2 JPH0711204 Y2 JP H0711204Y2 JP 6229489 U JP6229489 U JP 6229489U JP 6229489 U JP6229489 U JP 6229489U JP H0711204 Y2 JPH0711204 Y2 JP H0711204Y2
Authority
JP
Japan
Prior art keywords
shaped steel
flanges
steel column
joint structure
reinforcing body
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
JP6229489U
Other languages
Japanese (ja)
Other versions
JPH032103U (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 JP6229489U priority Critical patent/JPH0711204Y2/en
Publication of JPH032103U publication Critical patent/JPH032103U/ja
Application granted granted Critical
Publication of JPH0711204Y2 publication Critical patent/JPH0711204Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】[Detailed description of the device] 【産業上の利用分野】[Industrial applications]

本考案は断面ロ字状の形鋼柱と形鋼梁との接合構造に関
する。
The present invention relates to a joint structure between a steel column having a square cross section and a steel beam.

【従来技術】[Prior art]

断面ロ字状の形鋼柱1とI形鋼のような形鋼梁2とは、
第4図に示すように形鋼柱1の接合部に水平スチフナー
9を取付け、この水平スチフナー9を介して形鋼梁2の
端部を突き合わせ溶接することにより接合されている。
Shaped steel column 1 having a square cross section and shaped steel beam 2 such as I-shaped steel are
As shown in FIG. 4, a horizontal stiffener 9 is attached to the joint of the shaped steel column 1, and the ends of the shaped steel beam 2 are butt-welded via the horizontal stiffener 9 to join them.

【考案が解決しようとする課題】[Problems to be solved by the device]

従来にあっては、形鋼柱1と形鋼梁2の接合は水平スチ
フナー9の取付けとか溶接が必要となって、加工工数が
多くなり、しかも接合部の強度も不十分であるなど性能
も不安定なものであった。 本考案は上記課題を解決するために為されたものであ
り、その目的とするところは、溶接が必要とならないな
ど加工工数を削減でき、しかも接合部の強度を向上させ
ることができる柱と梁の接合構造を提供することにあ
る。
In the past, joining of the shaped steel column 1 and the shaped steel beam 2 requires attachment of the horizontal stiffener 9 or welding, which increases the number of processing steps and the strength of the joined portion is insufficient. It was unstable. The present invention has been made to solve the above-mentioned problems, and the purpose thereof is to reduce the number of processing steps such as welding not required, and to improve the strength of the joint portion. To provide a joint structure.

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、断面ロ字状の形鋼柱1と形鋼梁2との接合構
造であって、H形の主芯材3のウエブ3aの両面にそれぞ
れH形の副芯材4のフランジ4aを固着させて外周に四面
のフランジ3b、4bを有する補強体5を形成し、形鋼柱1
の内周面の四面にそれぞれ補強体5のフランジ3b、4bを
固着し、補強体5のフランジ3b、4bが固着された形鋼柱
1部分と形鋼梁2の端部を接合金物6を介してボルト7
止めして成るものであり、この構成により上記課題が解
決されたものである。 [作用] 接合金物4により接合するので溶接が必要とならなく、
加工工数が削減でき、又、補強体5を形鋼柱1内に取着
されているので、形鋼柱1が補強され、しかも補強金物
3が取着された形鋼柱部分1aと形鋼梁2の端部を接合金
物6を介してボルト7止めするので、接合強度が大きく
なり、性能の安定が図れるものである。 [実施例] 補強体5は第3図に示すようにH形の主芯材3のウエブ
3aの両面にH形の副芯材4のフランジ4aを固着させて外
周に四面のフランジ3b、4bを形成したものである。フラ
ンジ3b、4bの内面にはナット8が取着されている。この
補強体5のフランジ3b間の長さ及びフランジ4b間の長さ
は形鋼柱1の相対向する内面間の長さより僅かに小さ
い。形鋼柱1は断面ロ字状であり、この形鋼柱1内に補
強体5を挿入して、所定位置において内周面の四面にそ
れぞれ補強体5のフランジ3b、4bがナット8を介してボ
ルト止めされている。この補強体5のフランジ3b、4bが
固着された形鋼柱1部分と形鋼梁2の端部とがスプリッ
トTである接合金物6を介してフランジ3b、4bのナット
8でボルト7止めしている。この実施例ではフランジ3
b、4bに所定の間隔を置いて上下方向で二列にナット8
が取着されているので、形鋼梁2を偏心させて接合させ
ることができる。
The present invention is a joint structure of a shaped steel column 1 and a shaped steel beam 2 having a square cross-section, and a flange 4a of an H-shaped auxiliary core 4 on each side of a web 3a of an H-shaped main core 3. To form a reinforcing body 5 having four flanges 3b and 4b on the outer circumference.
The flanges 3b and 4b of the reinforcing body 5 are respectively fixed to the four inner peripheral surfaces of the, and the end portions of the shaped steel column 1 and the shaped steel beam 2 to which the flanges 3b and 4b of the reinforcing body 5 are fixed are joined with the metal fitting 6. Bolt 7 through
The above problem is solved by this configuration. [Operation] Since welding is performed by the welding hardware 4, welding is not required,
The number of processing steps can be reduced, and since the reinforcing body 5 is attached inside the shaped steel column 1, the shaped steel column 1 is reinforced and the reinforcing metal 3 is attached to the shaped steel column portion 1a and the shaped steel. Since the end portion of the beam 2 is fixed by the bolt 7 via the metal joint 6, the joint strength is increased and the performance is stabilized. Example As shown in FIG. 3, the reinforcing member 5 is a web of H-shaped main core material 3.
The flange 4a of the H-shaped auxiliary core material 4 is fixed to both sides of 3a, and four-sided flanges 3b and 4b are formed on the outer periphery. A nut 8 is attached to the inner surfaces of the flanges 3b and 4b. The length between the flanges 3b and the length between the flanges 4b of the reinforcing body 5 are slightly smaller than the length between the inner surfaces of the shaped steel column 1 which face each other. The shaped steel column 1 has a square cross-section, and the reinforcing body 5 is inserted into the shaped steel column 1, and the flanges 3b and 4b of the reinforcing body 5 are inserted through the nuts 8 on the four inner peripheral surfaces at predetermined positions. Bolted together. A bolt 7 is fixed with a nut 8 of the flanges 3b and 4b through a joint metal 6 having a split T between the shaped steel column 1 portion to which the flanges 3b and 4b of the reinforcing body 5 are fixed and the end of the shaped steel beam 2 are split. ing. Flange 3 in this example
Nuts 8 in two rows in the vertical direction with a certain space on b and 4b.
Since it is attached, the shaped steel beam 2 can be eccentrically joined.

【考案の効果】[Effect of device]

本考案は、断面ロ字状の形鋼柱と形鋼梁との接合構造で
あって、接合金物により接合するので溶接が必要となら
なく、加工工数が削減でき、又、補強体を形鋼柱内に取
着させているので、形鋼柱が補強され、しかも補強金物
が取着された形鋼柱部分と形鋼梁の端部を接合金物を介
してボルト止めするので、接合強度が大きくなり、性能
の安定が図れるものである。
The present invention is a joint structure of a shaped steel column and a shaped steel beam having a square-shaped cross section. Since joining is performed with a joining metal, welding is not required, the processing man-hours can be reduced, and the reinforcing body is a shaped steel. Since it is attached inside the column, the shaped steel column is reinforced, and the end of the shaped steel column where the reinforcing metal is attached and the end of the shaped steel beam are bolted through the joining metal, so the joining strength is improved. It is large and stable in performance.

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

第1図は本考案の一実施例を示す側面図、第2図は同上
における形鋼柱への補強体の取付けを示す斜視図、第3
図は同上における補強体を示す分解斜視図、第4図は従
来例を示す斜視図であって、1は形鋼柱、2は形鋼梁、
3は主芯材、4は副芯材、5は補強体、6は接合金物、
7はボルトである。
FIG. 1 is a side view showing an embodiment of the present invention, FIG. 2 is a perspective view showing attachment of a reinforcing member to a shaped steel column in the same, and FIG.
FIG. 4 is an exploded perspective view showing a reinforcing body in the above, FIG. 4 is a perspective view showing a conventional example, 1 is a shaped steel column, 2 is a shaped steel beam,
3 is a main core material, 4 is a sub-core material, 5 is a reinforcing body, 6 is a metal joint,
7 is a bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】断面ロ字状の形鋼柱と形鋼梁との接合構造
であって、H形の主芯材のウエブの両面にそれぞれH形
の副芯材のフランジを固着させて外周に四面のフランジ
を有する補強体を形成し、形鋼柱の内周面の四面にそれ
ぞれ補強体のフランジを固着し、補強体のフランジが固
着された形鋼柱部分と形鋼梁の端部を接合金物を介して
ボルト止めして成る柱と梁の接合構造。
1. A joint structure of a shaped steel column and a shaped steel beam having a square cross section, wherein flanges of an H-shaped sub-core material are fixed to both surfaces of a web of an H-shaped main core material, respectively, and the outer circumference thereof is secured. A reinforcing body with four-sided flanges is formed on each side, and the flanges of the reinforcing body are fixed to the four inner peripheral surfaces of the shaped steel column, respectively. A column and beam joint structure that is bolted through a joint metal.
JP6229489U 1989-05-29 1989-05-29 Joint structure of columns and beams Expired - Lifetime JPH0711204Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6229489U JPH0711204Y2 (en) 1989-05-29 1989-05-29 Joint structure of columns and beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6229489U JPH0711204Y2 (en) 1989-05-29 1989-05-29 Joint structure of columns and beams

Publications (2)

Publication Number Publication Date
JPH032103U JPH032103U (en) 1991-01-10
JPH0711204Y2 true JPH0711204Y2 (en) 1995-03-15

Family

ID=31591309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6229489U Expired - Lifetime JPH0711204Y2 (en) 1989-05-29 1989-05-29 Joint structure of columns and beams

Country Status (1)

Country Link
JP (1) JPH0711204Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5489095U (en) * 1977-12-06 1979-06-23

Also Published As

Publication number Publication date
JPH032103U (en) 1991-01-10

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