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JPH0833027B2 - Column-beam joint structure - Google Patents
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JPH0833027B2 - Column-beam joint structure - Google Patents

Column-beam joint structure

Info

Publication number
JPH0833027B2
JPH0833027B2 JP63064501A JP6450188A JPH0833027B2 JP H0833027 B2 JPH0833027 B2 JP H0833027B2 JP 63064501 A JP63064501 A JP 63064501A JP 6450188 A JP6450188 A JP 6450188A JP H0833027 B2 JPH0833027 B2 JP H0833027B2
Authority
JP
Japan
Prior art keywords
column
shaped
plate
joint structure
reinforcing filler
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
JP63064501A
Other languages
Japanese (ja)
Other versions
JPH01239240A (en
Inventor
淳 中川
Original Assignee
株式会社構建設計研究所
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 株式会社構建設計研究所 filed Critical 株式会社構建設計研究所
Priority to JP63064501A priority Critical patent/JPH0833027B2/en
Publication of JPH01239240A publication Critical patent/JPH01239240A/en
Publication of JPH0833027B2 publication Critical patent/JPH0833027B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は柱が角形鋼管状であり、これにH形鋼等か
らなる梁を接合してある接合部構造の改良に係るもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an improvement in a joint structure in which a column is a rectangular steel tube and a beam made of an H-shaped steel or the like is joined to the column.

〔従来技術と発明が解決しようとする課題〕[Problems to be Solved by Prior Art and Invention]

角形鋼管からなる鉄骨柱と鉄骨梁の接合部をボルト接
合する場合、角形鋼管が一般に薄肉であるので、接合部
の耐力不足と接合部の変形をもたらす恐れがあり、発明
者は先に柱内に補強金物を添わせる構造について種々開
発し、特開昭61−225437号公報において提案している。
When bolting a joint between a steel column and a steel beam made of a rectangular steel pipe, since the rectangular steel pipe is generally thin, there is a risk of insufficient strength of the joint and deformation of the joint. Various structures have been developed for adding a reinforcing metal to the above, and are proposed in JP-A-61-225437.

発明者は施工の容易性、補強効果を向上させるべく、
補強金物と柱外側面に添わせる構造を開発することを目
的としてこの発明を創案するに至った。
The inventor, in order to improve the ease of construction and the reinforcing effect,
The present invention has been invented for the purpose of developing a structure to be attached to the reinforcing metal and the outer surface of the column.

〔課題を解決するための手段〕[Means for solving the problem]

この発明は角鋼管状の鉄骨柱と柱を挿通しうる角環状
の梁端板金物を取付金物で連結したH形鋼等の形鋼から
なる鉄骨梁との接合部において、柱外側面と梁端板金物
との間に平板状あるいはL形状の補強フイラーを介在さ
せ、柱、梁端板金物、および補強フイラーを貫通するボ
ルトとナットにより緊締してある柱・梁接合部構造であ
り、以下その詳細を図示した実施例に基いて説明する。
The present invention relates to an outer surface of a column and a beam end at a joint between a square steel tubular steel column and a steel frame beam made of a H-shaped steel or the like in which a square ring-shaped beam end plate metal that can be inserted through the column is connected by a mounting hardware. A column-beam joint structure in which a flat plate-shaped or L-shaped reinforcing filler is interposed between the metal plate and the column, beam end plate metal, and bolts and nuts that penetrate the reinforcing filler are tightened. Details will be described based on the illustrated embodiment.

〔実施例1〕 第1図、第2図において柱1は角鋼管等からなる鉄骨
であり、梁2はH形鋼等からなる鉄骨であり、梁2の端
部には柱1を挿通しうる角環状の梁端板金物3でT形の
取付金物4を利用して取付けられる。
[Example 1] In Figs. 1 and 2, a column 1 is a steel frame made of square steel pipe and the like, a beam 2 is a steel frame made of H-shaped steel and the like, and the column 1 is inserted at the end of the beam 2. It is mounted by using a T-shaped mounting metal member 4 with a square end beam metal member 3.

梁端板金物3は柱1の外周に嵌められたとき柱1の肉
厚程度の隙間を生じさせる大きさであり、その隙間、す
なわち柱1の外側面と梁端板金物3との間に補強板とな
る平板状の補強フイラー5を介在させ、柱1、梁端板金
物3および補強テイラー5、T形の取付金具4を貫通す
るボルト6にナットを螺合して緊締してある。そしてこ
の実施例では梁端板金物3が角環状であるので三方向の
各梁2の端板金物を兼ねている。なおボルト6は長ボル
トとすることができ、また柱1はチャンネル、平鋼を組
合せたものでもよく、完全な閉鎖断面でもなくてもよ
い。
The beam end metal plate 3 has a size such that when it is fitted on the outer periphery of the column 1, a gap of about the wall thickness of the column 1 is generated, and the gap, that is, between the outer surface of the column 1 and the beam end metal plate 3. A plate-shaped reinforcing filler 5 serving as a reinforcing plate is interposed, and a nut is screwed and tightened with a bolt 6 penetrating the pillar 1, the beam end metal plate 3, the reinforcing tailor 5, and the T-shaped fitting 4. Further, in this embodiment, since the beam end plate metal piece 3 has a square ring shape, it also serves as the end plate metal piece of each beam 2 in three directions. The bolt 6 may be a long bolt, and the column 1 may be a combination of channels and flat steel, and may not be a completely closed cross section.

以上の構成により、柱、梁接合部において柱外側面に
補強フイラーを添わせた構造となり、ボルト貫通部の断
面を補正し、耐力の向上と変形防止がなされ、また補強
フイラーは柱外面に添わせるので組立の作業性がよい。
また端板金物が隣接する梁間において連結するので力の
伝達が確実となる。
With the above configuration, a reinforcing filler is added to the outer surface of the column at the column-beam joint, the cross section of the bolt penetration is corrected, the proof stress is improved and deformation is prevented, and the reinforcing filer is attached to the outer surface of the column. The workability of the assembly is good because it is possible.
In addition, since the end plate metal parts are connected between the adjacent beams, the force transmission is sure.

〔実施例2〕 第3図、第4図は実施例1の変形例を示したもので角
環状の梁端板金物3から一体的に取付金具となる梁連結
ブラケット7が突設されており、この梁連結ブラケット
7に梁2が添板8等を利用して連結される。また梁2が
連結されない方向には補強板9が固着されている。そし
て梁端板金物3と柱1との間隙には補強フイラー5が介
在させてある。
[Embodiment 2] FIGS. 3 and 4 show a modified example of Embodiment 1, in which a beam connecting bracket 7 which integrally serves as a mounting member is projectingly provided from the square annular beam end metal plate 3. The beam 2 is connected to the beam connecting bracket 7 using the attachment plate 8 or the like. A reinforcing plate 9 is fixed in the direction in which the beams 2 are not connected. A reinforcing filler 5 is interposed in the gap between the beam end metal plate 3 and the column 1.

〔実施例3〕 第5図、第6図に示す実施例は補強フイラー5として
L形状のものを使用し、隅角部において柱1の外側面と
角環状の梁端板金物3との間にL形状の補強フイラー5
を介在させている。なお取付金物となる連結ブラケット
7等の構成は前記実施例と略同様である。
[Embodiment 3] In the embodiment shown in FIGS. 5 and 6, an L-shaped reinforcing filler 5 is used, and between the outer surface of the column 1 and the square-shaped beam end metal plate 3 at the corner portion. L-shaped reinforced filler 5
Is intervening. The structure of the connecting bracket 7, etc., which is the mounting hardware, is substantially the same as that of the above-mentioned embodiment.

〔実施例4〕 第7図は補強フイラー5としてL形状のものに加えて
略平板状で一側端が僅かに屈曲した補強フイラー5とを
二重にして介在させた場合を示したものである。
[Embodiment 4] FIG. 7 shows a case where, in addition to the L-shaped reinforcing filler 5, a reinforcing plate 5 having a substantially flat plate shape and one side end thereof is slightly bent is interposed in double. is there.

〔発明の効果〕〔The invention's effect〕

この発明は以上の構成からなり、角鋼管からなる柱と
柱を挿通しうる角環状の梁端板金物を取付金物で連結し
た形鋼からなる梁とをボルト接合するに際して柱外側面
と環状の梁端板金物との間に補強フイラーを介在させる
ことにより、柱の肉厚を補正し、耐力の向上と変形防止
がなされ、また隣接する梁間の応力伝達も円滑となる。
The present invention has the above-described structure, and when a column made of a square steel pipe and a beam made of shaped steel in which a square annular beam end plate metal object that can be inserted through the column is connected by a mounting metal object is bolted, By interposing a reinforcing filler between the beam end plate and the metal plate, the wall thickness of the column is corrected, the proof stress is improved and the deformation is prevented, and the stress transmission between the adjacent beams becomes smooth.

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

第1図、第2図と第3図、第4図と第5図、第6図と第
7図はそれぞれ実施例を示した平面図と立面図である。 1……柱、2……梁、3……梁端板金物、4……取付金
物、5……補強フイラー、6……ボルト、7……梁連結
ブラケット、8……添板、9……補強板、10……フラン
ジ、11……連結フランジ。
FIG. 1, FIG. 2 and FIG. 3, FIG. 4 and FIG. 5, FIG. 6 and FIG. 7 are a plan view and an elevation view showing an embodiment, respectively. 1 ... Pillar, 2 ... Beam, 3 ... Beam end plate metal fitting, 4 ... Mounting metal fitting, 5 ... Reinforcing filler, 6 ... Bolt, 7 ... Beam connecting bracket, 8 ... Addition plate, 9 ... … Reinforcement plate, 10 …… flange, 11 …… connecting flange.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】角鋼管状の柱と形鋼からなる柱を挿通しう
る角環状の梁端板金物を取付金物で連結した梁との接合
部であり、柱外側面と梁端板金物との間に補強フイラー
を介在させ、柱とフイラーおよび梁端板金物にボルトを
挿通して接合してあることを特徴とする柱・梁接合部構
造。
1. A joint between a square steel tubular column and a beam in which a square ring-shaped beam end plate metal product that allows a column made of shaped steel to be inserted is connected by a mounting hardware, and the outer surface of the column and the beam end plate metal product are connected. A pillar-beam joint structure characterized in that a reinforcing filler is interposed between the pillar, the filler, and the end plate metal member of the beam, and bolts are inserted to join them.
【請求項2】補強フイラーが平板状であり、取付金物が
T形金物であることを特徴とする請求項1記載の柱・梁
接合部構造。
2. The column-beam joint structure according to claim 1, wherein the reinforcing filler has a flat plate shape, and the mounting metal member is a T-shaped metal member.
【請求項3】補強フイラーがL形状であり、柱外側面の
隅角部に配置してあることを特徴とする請求項1記載の
柱・梁接合部構造。
3. The column-beam joint structure according to claim 1, wherein the reinforcing filler has an L shape and is arranged at a corner portion of an outer surface of the column.
JP63064501A 1988-03-17 1988-03-17 Column-beam joint structure Expired - Lifetime JPH0833027B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63064501A JPH0833027B2 (en) 1988-03-17 1988-03-17 Column-beam joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63064501A JPH0833027B2 (en) 1988-03-17 1988-03-17 Column-beam joint structure

Publications (2)

Publication Number Publication Date
JPH01239240A JPH01239240A (en) 1989-09-25
JPH0833027B2 true JPH0833027B2 (en) 1996-03-29

Family

ID=13260013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63064501A Expired - Lifetime JPH0833027B2 (en) 1988-03-17 1988-03-17 Column-beam joint structure

Country Status (1)

Country Link
JP (1) JPH0833027B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04250238A (en) * 1991-01-24 1992-09-07 Kajima Corp Construction for column/beam jointing section
JP2813795B2 (en) * 1995-07-26 1998-10-22 ナショナル住宅産業株式会社 Architectural columns
JP4011498B2 (en) * 2003-02-13 2007-11-21 岡部株式会社 Joint structure of steel column and steel beam and beam bracket for joining

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52114508U (en) * 1976-02-27 1977-08-31
JPS6370736A (en) * 1986-09-12 1988-03-30 有限会社 貝建築設計事務所 Connection of long square steel pipe pillar and beam

Also Published As

Publication number Publication date
JPH01239240A (en) 1989-09-25

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