JPH06288004A - Junction structure of column and beam of steel skeleton framework - Google Patents
Junction structure of column and beam of steel skeleton frameworkInfo
- Publication number
- JPH06288004A JPH06288004A JP7394893A JP7394893A JPH06288004A JP H06288004 A JPH06288004 A JP H06288004A JP 7394893 A JP7394893 A JP 7394893A JP 7394893 A JP7394893 A JP 7394893A JP H06288004 A JPH06288004 A JP H06288004A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- joint
- column
- metal fitting
- joining
- 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.)
- Withdrawn
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、上下階の柱と柱、梁
と梁及びこの上下階の柱と梁とを柱・梁接合金物を介し
て接合する鉄骨軸組の柱・梁接合部構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pillar-column joint of a steel frame, which joins pillars and pillars of the upper and lower floors, beams and beams, and pillars and beams of the upper and lower floors through pillar-beam joint hardware. Regarding the structure.
【0002】[0002]
【従来の技術及び解決しようとする課題】一般に、鉄骨
軸組構造において、梁は柱に複雑な形状をした柱・梁接
合金物を介して接合されているので接合が面倒なだけで
なく、施工精度が落ちる等の課題があった。また、一個
所の接合部における梁の梁成は全て同じであるわけでは
ないので、形状等の異なる柱・梁接合金物を幾種類も必
要とし、また、柱・梁接合金物の形状が複雑になると製
作も容易でなく、製作コストが嵩む等の課題があった。2. Description of the Related Art Generally, in a steel frame structure, since the beams are joined to the columns through the column-beam joining hardware having a complicated shape, the joining is not only troublesome, but also construction is difficult. There was a problem such as a decrease in accuracy. In addition, since the beam composition of beams at one joint is not the same, multiple types of pillar / beam joint hardware with different shapes are required, and the shape of the pillar / beam joint hardware is complicated. In that case, there is a problem that the production is not easy and the production cost increases.
【0003】この発明は、以上の課題を解決するために
なされたもので、柱・梁接合金物を容易に製作できるよ
うにするとともに、柱と梁との接合を簡単にできるよう
にした鉄骨軸組の柱・梁接合部構造を提供することを目
的とする。The present invention has been made in order to solve the above-mentioned problems, and makes it possible to easily manufacture a post / beam joint metal fitting and also to facilitate the joint between the post and the beam. The purpose is to provide a pair of column-beam joint structure.
【0004】[0004]
【課題を解決するための手段】この発明に係る鉄骨軸組
の柱・梁接合部構造は、柱・梁接合金物を矩形断面形に
形成するとともに、その幅及び高さを前記梁の梁幅及び
梁成と同一に形成し、この柱・梁接合金物に接合される
柱及び梁の端部に前記柱・梁接合金物の側面部及び上下
端部にそれぞれ面タッチするようにエンドプレートと柱
接合金物をそれぞれ取り付け、このエンドプレート及び
柱接合金物を前記柱・梁接合金物の側面部及び上下端部
に複数本の接合ボルトによってそれぞれボルト止めする
ことにより構成されている。In the column-beam joint structure of a steel frame assembly according to the present invention, the column-beam joint metal is formed in a rectangular cross section, and its width and height are set to the beam width of the beam. And the end plate and the pillar which are formed in the same manner as the beam-bonded metal, and the side surface and the upper and lower ends of the pillar and the beam-bonded metal article are respectively touched to the ends of the pillar and the beam-bonded metal piece. It is constituted by attaching a joint metal piece and bolting the end plate and the pillar joint metal piece to a side surface portion and upper and lower end portions of the pillar / beam joint metal piece by a plurality of joint bolts, respectively.
【0005】[0005]
実施例1.図1〜図5は、この発明に鉄骨軸組の柱・梁
接合部構造の一実施例を示し、図において、符号1は角
形鋼管からなる梁、2は角形鋼管からなる上下階の柱、
3は左右梁1と1、上下階の柱2と2及び前記梁1と柱
2とを接合する柱・梁接合金物、4は梁1を柱・梁接合
金物3の側面部に接合するために梁1の端部に取り付け
られたエンドプレート、5は上下階の柱1を柱・梁接合
金物3の上下端部に接合するために上下階の柱1の端部
にそれぞれ取り付けられた柱接合金物である。Example 1. 1 to 5 show an embodiment of a column-beam joint structure of a steel frame assembly according to the present invention. In the drawings, reference numeral 1 is a beam made of rectangular steel pipe, 2 is a column of upper and lower floors made of rectangular steel pipe,
3 is a beam 1 and 1 on the left and right, columns 2 and 2 on the upper and lower floors, and a pillar / beam-joint metal fitting for joining the beam 1 and the pillar 2 to each other. 4 is for joining the beam 1 to a side surface of the pillar / beam-joint hardware 3. The end plates 5 attached to the ends of the beams 1 are columns attached to the ends of the columns 1 of the upper and lower floors in order to join the columns 1 of the upper and lower floors to the upper and lower ends of the column-beam joint hardware 3. It is a joint metal.
【0006】また、符号6は梁端部のエンドプレート4
を柱・梁接合金物3に接合するための接合ボルト、7は
上下階の柱端部の柱接合金物5を柱・梁接合金物3に接
合するための接合ボルトである。Reference numeral 6 is an end plate 4 at the end of the beam.
Is a joint bolt for joining the column / beam joint metal 3, and 7 is a joint bolt for joining the column joint metal 5 at the column ends of the upper and lower floors to the column / beam joint metal 3.
【0007】柱・梁接合金物3は、矩形断面形に形成さ
れ、かつ、その径及び高さが梁1の梁幅及び梁成と一致
するように形成され、また、上下両端部にエンドプレー
ト8,8 が溶接することにより水平に取り付けられてい
る。また、柱・梁接合金物3の各側面部の内側に裏板9,
9 が溶接することにより添え付けられている。The pillar-beam jointing hardware 3 is formed in a rectangular cross-section and is formed so that its diameter and height match the beam width and beam formation of the beam 1, and end plates are formed at both upper and lower ends. 8 and 8 are attached horizontally by welding. In addition, a back plate 9 is provided on the inside of each side surface of the pillar / beam joint hardware 3.
9 is attached by welding.
【0008】また、柱・梁接合金物3の各側面部に接合
ボルト4が貫通可能な複数個のボルト孔10,10 が形成さ
れ、かつこのボルト孔10,10 に連続して裏板9,9 に接合
ボルト6が螺合可能な複数個のねじ孔11,11 が形成され
ている。Further, a plurality of bolt holes 10, 10 through which the joining bolts 4 can penetrate are formed on each side surface of the pillar / beam joint metal 3, and the back plate 9, 10 is continuous with the bolt holes 10, 10. A plurality of screw holes 11, 11 into which the joining bolt 6 can be screwed are formed in the screw 9.
【0009】なお、裏板9,9 を取り付ける代わりにボル
ト孔10,10 の裏側に接合ボルト6を螺合可能な固定ナッ
ト12,12 を溶接してもよい(図6,7,8 参照)。Instead of attaching the back plates 9 and 9, fixing nuts 12 and 12 to which the joining bolts 6 can be screwed may be welded to the back side of the bolt holes 10 and 10 (see FIGS. 6, 7 and 8). .
【0010】また、柱・梁接合金物3の上下エンドプレ
ート8には接合ボルト7を螺合可能な複数個のねじ孔11
が形成されている。A plurality of screw holes 11 are formed in the upper and lower end plates 8 of the pillar / beam joint metal 3 so that the joint bolts 7 can be screwed therein.
Are formed.
【0011】エンドプレート4は梁1の端部に柱・梁接
合金物3の側面部に面タッチするように取り付けられ、
また、エンドプレート4には接合ボルト6が貫通可能な
複数個のボルト孔13,13 が形成されている。さらに、梁
1の側部には、接合ボルト6を締め付ける際にエンドプ
レート4の裏側に手を挿入できるように開口部14が形成
されている。The end plate 4 is attached to the end portion of the beam 1 so as to make a surface contact with the side surface portion of the pillar-beam jointing hardware 3.
Further, the end plate 4 is formed with a plurality of bolt holes 13, 13 through which the joining bolt 6 can pass. Further, an opening 14 is formed in the side portion of the beam 1 so that a hand can be inserted into the back side of the end plate 4 when the joining bolt 6 is tightened.
【0012】そして、エンドプレート4は柱・梁接合金
物3の側面部に添え付けられ、かつ、ボルト孔13より柱
・梁接合金物3内の裏板9のねじ孔11にボルト孔10を介
して接合ボルト6が螺合され、係る構成によって梁1が
柱・梁接合金物3の側面部に接合されている。The end plate 4 is attached to the side surface of the pillar / beam joint metal fitting 3, and is inserted from the bolt hole 13 into the screw hole 11 of the back plate 9 in the pillar / beam joint metal fitting 3 via the bolt hole 10. The joining bolts 6 are screwed together, and the beam 1 is joined to the side surface portion of the pillar / beam joining hardware 3 by such a configuration.
【0013】柱接合金物5は上下に連続する断面十字形
の縦リブ5aと、この縦リブ5aの端部に柱・梁接合金物3
のエンドプレート8に面タッチするように水平に取り付
けられたエンドプレート5bとを備えて構成されている。The column-joining metal piece 5 has a vertical rib 5a having a cross-shaped cross section which is continuous in the vertical direction, and a column-beam joining metal piece 3 at the end of the vertical rib 5a.
And an end plate 5b horizontally attached to the end plate 8 so as to make a surface contact.
【0014】エンドプレート5bには接合ボルト6が貫通
可能な複数個のボルト孔15,15 が形成されている。The end plate 5b is formed with a plurality of bolt holes 15, 15 through which the joining bolt 6 can pass.
【0015】そして、柱接合金物5は上下柱2の端部に
溶接によって取り付けられ、また、エンドプレート5bが
柱・梁接合金物3の上下端部のエンドプレート8に添え
付けられ、かつ、ボルト孔15よりエンドプレート8のね
じ孔16に接合ボルト7が螺合され、係る構成によって上
下階の柱2が柱・梁接合金物3に接合されている。Then, the pillar-bonding metal 5 is attached to the ends of the upper and lower pillars 2 by welding, the end plates 5b are attached to the end plates 8 at the upper and lower ends of the pillar-beam bonding metal 3, and the bolts are attached. The joining bolt 7 is screwed into the screw hole 16 of the end plate 8 through the hole 15, and the pillar 2 on the upper and lower floors is joined to the pillar / beam joint metal 3 by such a structure.
【0016】実施例2.図9及び図10は、この発明に係
る鉄骨軸組の柱・梁接合部構造の他の実施例を示し、柱
・梁接合金物3に接合される梁1にH形鋼の上下フラン
ジの左右縁端部にリップ1a,1a を有するリップ付きH形
鋼が使用され、これに伴い、エンドプレート4の裏側に
容易に手が届くので、開口部14が省略されている。その
他の構成は実施例1とほぼ同じである。Example 2. 9 and 10 show another embodiment of the column-beam joint structure of the steel framework according to the present invention, in which the beam 1 joined to the column-beam joint hardware 3 is attached to the left and right of the upper and lower flanges of H-shaped steel. The H-section steel with a lip having the lips 1a, 1a at the edge is used, and the opening 14 is omitted because the H-shaped steel with a lip is easily accessible to the back side of the end plate 4. The other structure is almost the same as that of the first embodiment.
【0017】[0017]
【発明の効果】以上説明したように、この発明に係る鉄
骨軸組の柱・梁接合部構造によれば、上下階の柱は、柱
端部に取り付けられた柱接合金物のエンドプレートを柱
・梁接合金物の上下エンドプレートに面タッチさせると
もに、接合ボルトによってボルト止めすることにより接
合され、梁は梁端部に取り付けられたエンドプレートを
柱・梁接合金物に面タッチさせるともに、接合ボルトに
よってボルト止めすることにより接合されているので、
柱及び梁を柱・梁接合金物を介して容易に接合できると
ともに、梁にねじれ等の応力が発生するのを阻止し、ね
じれによる接合耐力の低下を防止することができる効果
がある。As described above, according to the pillar / beam joint structure of the steel frame assembly according to the present invention, the pillars on the upper and lower floors are the end plates of the pillar-joint metal fittings attached to the pillar ends.・ Besides touching the upper and lower end plates of the beam-bonded metal fittings, they are bonded by bolting them with bonding bolts, and the beam makes the end plates attached to the end of the beam surface-touch the pillar / beam-bonded metal fittings, as well as the bonding bolts. Because it is joined by bolting with,
There is an effect that the pillar and the beam can be easily joined via the pillar-beam joint metal, and the generation of stress such as twist in the beam is prevented, and the joint strength can be prevented from lowering due to the twist.
【0018】また、柱・梁接合金物の径及び高さと、梁
の梁幅及び梁成とが一致して形成されているので、梁及
び柱・梁接合金物の種類が統一され、梁及び柱・梁接合
金物の種類を大幅に減らすことができると共に、柱・梁
接合金物を容易にしかも廉価に製作できる効果がある。Further, since the diameter and height of the pillar / beam-bonded metal piece and the beam width and beam formation of the beam are formed to coincide with each other, the types of the beam and the pillar / beam-bonded metal piece are unified, and the beam and the pillar-metal piece are unified. -It is possible to significantly reduce the number of beam-bonded metal parts, and to manufacture column-beam metal parts easily and at low cost.
【図面の簡単な説明】[Brief description of drawings]
【図1】この発明に係る請求項第1項記載の仕口部構造
の一実施例の正面図である。FIG. 1 is a front view of an embodiment of a joint portion structure according to claim 1 of the present invention.
【図2】図1に示す仕口部構造のa−a線断面図であ
る。FIG. 2 is a sectional view taken along the line aa of the joint portion structure shown in FIG.
【図3】柱・梁接合金物の正面図である。FIG. 3 is a front view of a pillar / beam joining metal article.
【図4】図3に示す柱・梁接合金物の平面図である。FIG. 4 is a plan view of the pillar / beam joint metal piece shown in FIG. 3;
【図5】図3に示す柱・梁接合金物の横断面図である。5 is a cross-sectional view of the pillar / beam joint metal piece shown in FIG. 3. FIG.
【図6】柱・梁接合金物の変形例を示す柱・梁接合金物
の正面図である。FIG. 6 is a front view showing a modified example of the pillar / beam joint metal article.
【図7】図6に示す柱・梁接合金物の平面図である。FIG. 7 is a plan view of the pillar / beam joint metal piece shown in FIG. 6;
【図8】図6に示す柱・梁接合金物の横断面図である。FIG. 8 is a cross-sectional view of the pillar / beam joint metal piece shown in FIG.
【図9】この発明に係る請求項第2項記載の仕口部構造
の一実施例の正面図である。FIG. 9 is a front view of an embodiment of the joint portion structure according to the second aspect of the present invention.
【図10】図9に示す仕口部構造のa−a線断面図であ
る。10 is a cross-sectional view taken along the line aa of the joint structure shown in FIG.
【図11】従来の鉄骨軸組の柱・梁接合部構造の一例を
示す斜視図である。FIG. 11 is a perspective view showing an example of a conventional column-beam joint structure of a steel framework.
1…梁、2…柱、3…柱・梁接合金物、4…エンドプレ
ート、5…柱接合金物、6,7 …接合ボルト、8…エンド
プレート、9…裏板、10…ボルト孔、11…ねじ孔、12…
接合ナット、13…ボルト孔、14…開口部、15…ボルト
孔。DESCRIPTION OF SYMBOLS 1 ... Beam, 2 ... Pillar, 3 ... Pillar / beam joining metal fitting, 4 ... End plate, 5 ... Pillar joining metal fitting, 6,7 ... Joining bolt, 8 ... End plate, 9 ... Back plate, 10 ... Bolt hole, 11 … Screw holes, 12…
Joining nut, 13 ... bolt hole, 14 ... opening, 15 ... bolt hole.
Claims (1)
の柱と梁とを柱・梁接合金物を介して接合する鉄骨軸組
の柱・梁接合部構造において、前記柱・梁接合金物を矩
形断面形に形成するとともに、その幅及び高さを前記梁
の梁幅及び梁成と同一に形成し、前記柱及び梁の端部に
前記柱・梁接合金物の側面部及び上下端部にそれぞれ面
タッチするようにエンドプレートと柱接合金物をそれぞ
れ取り付け、かつ、このエンドプレート及び柱接合金物
を前記柱・梁接合金物の側面部及び上下端部に複数本の
接合ボルトによってそれぞれボルト止めしてなることを
特徴とする鉄骨軸組の柱・梁接合部構造。1. A pillar-beam joint structure of a steel framework for joining pillars and pillars on the upper and lower floors, beams and beams and pillars and beams on the upper and lower floors through pillar-beam joint hardware, The beam-bonded metal piece is formed into a rectangular cross-section, and its width and height are formed to be the same as the beam width and beam-shape of the beam, and the side surface of the column-beam-bonded metal piece is formed at the end of the column and the beam. Attach the end plate and the pillar joint metal fitting to the upper and lower end portions respectively by face-to-face contact, and attach the end plate and the pillar joint metal fitting to the side surface portion and the upper and lower end portions of the pillar / beam joint metal fitting by a plurality of joint bolts. Steel-framed pillar-beam joint structure characterized by bolting each.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7394893A JPH06288004A (en) | 1993-03-31 | 1993-03-31 | Junction structure of column and beam of steel skeleton framework |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7394893A JPH06288004A (en) | 1993-03-31 | 1993-03-31 | Junction structure of column and beam of steel skeleton framework |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06288004A true JPH06288004A (en) | 1994-10-11 |
Family
ID=13532828
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7394893A Withdrawn JPH06288004A (en) | 1993-03-31 | 1993-03-31 | Junction structure of column and beam of steel skeleton framework |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06288004A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102943570A (en) * | 2012-12-03 | 2013-02-27 | 东南大学 | Intercolumnar reinforced structure for preventing historic building from continuously collapsing |
-
1993
- 1993-03-31 JP JP7394893A patent/JPH06288004A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102943570A (en) * | 2012-12-03 | 2013-02-27 | 东南大学 | Intercolumnar reinforced structure for preventing historic building from continuously collapsing |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20000704 |