JPH03275837A - Built-in joint construction of column and beam - Google Patents

Built-in joint construction of column and beam

Info

Publication number
JPH03275837A
JPH03275837A JP7343790A JP7343790A JPH03275837A JP H03275837 A JPH03275837 A JP H03275837A JP 7343790 A JP7343790 A JP 7343790A JP 7343790 A JP7343790 A JP 7343790A JP H03275837 A JPH03275837 A JP H03275837A
Authority
JP
Japan
Prior art keywords
horizontal
column
fitting
shaped
annular groove
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.)
Granted
Application number
JP7343790A
Other languages
Japanese (ja)
Other versions
JPH0814138B2 (en
Inventor
Mitsuhiko Yazaki
光彦 矢崎
Mamoru Iwata
衛 岩田
Toru Takeuchi
徹 竹内
Atsuharu Kanebako
金箱 温春
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP7343790A priority Critical patent/JPH0814138B2/en
Publication of JPH03275837A publication Critical patent/JPH03275837A/en
Publication of JPH0814138B2 publication Critical patent/JPH0814138B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To make it possible to firmly join columns and beams by fitting horizontal circular lower projections provided to the beams into lower step joining metal fittings fixed to the upper ends of the columns, and fitting the upper joining metal fittings fixed to the lower ends of the columns to horizontal circular upper projections. CONSTITUTION:Ring-shaped projections 9 provided to the lower parts of lower step joining metal fittings 3 fitted and fixed to the upper ends of the columns 1 of circular steel pipes, and horizontal ring-shaped grooves 2 are provided around the upper parts of the lower step joining metal fittings 3. A ring-shaped projection 13 provided to the upper part of an upper step joining metal fitting 5 is fitted and fixed to the lower end of the column 1, and horizontal ring- shaped grooves 4 are provided around the lower part of the upper step joining metal fitting 5. After that, horizontal circular lower projections 7 in beam joining metal fittings 18 fixed to the ends of a plurality of beams 6 are fitted into horizontal circular grooves 2 of the upper end of the column 1. Then, horizontal circular upper projections 8 of the beam joining metal fittings 18 are fitted to the horizontal circular grooves 4 of the lower end of the column 1. According to the constitution, the columns and beams can be firmly joined.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建築物における柱と梁の嵌込み接合構造に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a fitting joint structure between columns and beams in buildings.

〔従来の技術〕[Conventional technology]

従来、柱と梁の接合構造としては、(1)特公昭54−
3288号公報により公表されているように、上下の柱
の間に柱頭ブロックを介在させて多数のボルトにより結
合し、かつ前記柱頭ブロックの仕口梁と梁の端部とにわ
たって複数の継手板を当接して多数のボルトにより結合
した接合構造、(2)実公昭51−48414号公報に
より公表されているように、接合体の上部および下部に
、柱の端部の全周を溶接により固着し、かつ前記接合体
の側部に、梁の端部の全周を溶接により固着した接合構
造が知られている。
Conventionally, the joint structure of columns and beams was as follows:
As disclosed in Publication No. 3288, a capital block is interposed between the upper and lower columns, and they are connected by a large number of bolts, and a plurality of joint plates are installed between the joint beam of the column capital block and the end of the beam. (2) As published in Japanese Utility Model Publication No. 51-48414, the entire circumference of the end of the column is fixed by welding to the upper and lower parts of the joint. A joint structure is known in which the entire circumference of the end of the beam is fixed to the side of the joined body by welding.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

前記(1)の接合構造の場合は、構築現場において、多
数のボルトにより柱頭ブロックと上下の柱とを結合し、
かつ柱頭ブロックの仕口梁と梁とを複数の継手板および
多数のボルトにより結合するので、組立施工時間が長く
かかり、かつ工場において、柱頭ブロックの上部および
下部と仕口梁と柱の端部フランジとに多数のボルト挿通
用透孔を穿設する必要があるので、加工が煩雑でコスト
高になるという問題がある。
In the case of the joint structure described in (1) above, the column capital block and the upper and lower columns are connected at the construction site with a large number of bolts,
In addition, since the joint beams of the column capital blocks and the beams are connected using multiple joint plates and a large number of bolts, assembly and construction time is long. Since it is necessary to drill a large number of bolt insertion holes in the flange, there is a problem that processing is complicated and costs are high.

また前記(2)の接合構造の場合は、構築現場に溶接装
置を搬入して、柱の端部の全周を接合体に溶接により固
定し、かつ梁の端部の全周を接合体に溶接により固着す
るので、組立施工時間が長くかかり、かつ梁を接合体に
溶接により固着するとき、梁を所定の位置に保持してお
かねばならないので、組立施工が煩雑である。
In addition, in the case of the joint structure described in (2) above, a welding device is brought to the construction site and the entire circumference of the end of the column is fixed to the joint body by welding, and the entire circumference of the end of the beam is fixed to the joint body. Since the beam is fixed by welding, assembly takes a long time, and the beam must be held in a predetermined position when the beam is fixed to the joint by welding, making the assembly complicated.

この発明は前述の問題を有利に解決できる柱と梁の嵌込
み接合構造を提供することを目的とするものである。
The object of the present invention is to provide a column-to-beam fitting joint structure that can advantageously solve the above-mentioned problems.

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

前記目的を達成するために、この発明の柱と梁の嵌込み
接合構造においては、柱1の上端部に水平環状溝2が設
けられ、柱1の下端部に水平環状溝4が設けられ、梁6
の端部の下部に水平円弧状下部突条7が設けられ、前記
梁6の端部の上部に、水平円弧状上部突条8が設けられ
、前記柱1の上端部の水平環状溝2に、複数の梁6の端
部の水平円弧状下部突条7が嵌入され、各梁6の端部の
水平円弧状上部突条8に前記柱1の下端部の水平環状溝
4が嵌合されている。
In order to achieve the above object, in the column-beam fitting joint structure of the present invention, a horizontal annular groove 2 is provided at the upper end of the column 1, a horizontal annular groove 4 is provided at the lower end of the column 1, Beam 6
A horizontal arcuate lower protrusion 7 is provided at the lower end of the beam 6, a horizontal arcuate upper protrusion 8 is provided at the upper end of the beam 6, and a horizontal annular groove 2 at the upper end of the column 1 is provided with a horizontal arcuate upper protrusion 8. , the horizontal arc-shaped lower protrusions 7 at the ends of the plurality of beams 6 are fitted, and the horizontal annular grooves 4 at the lower ends of the pillars 1 are fitted into the horizontal arc-shaped upper protrusions 8 at the ends of each beam 6. ing.

また柱1の上端部に、上向きに拡開する楔形断面の水平
環状溝2を有する金属製下段接合金具3が固定され、柱
1の下端部に、下向きに拡開する楔形断面の水平環状溝
4を有する金属製上段接合金具5が固定され、梁6の端
部の下部に、下向きに縮小する楔形断面の水平円弧状下
部突条7が設けられ、前記梁6の端部の上部に、上向き
に縮小する楔形断面の水平円弧状上部突条8が設けられ
、前記下段接合金具3の水平環状溝2に、複数の梁6の
端部の水平円弧状下部突条7が嵌入され、各梁6の端部
の水平円弧状上部突条8に前記上段接合金具5の水平環
状溝4が嵌合されることによっても、前記目的を達成す
ることができる。
Further, a metal lower joint fitting 3 having a horizontal annular groove 2 with a wedge-shaped cross section that expands upward is fixed to the upper end of the column 1; 4 is fixed, a horizontal arcuate lower protrusion 7 with a wedge-shaped cross section that decreases downward is provided at the lower end of the beam 6, and at the upper end of the beam 6, A horizontal arc-shaped upper protrusion 8 having a wedge-shaped cross section that contracts upward is provided, and horizontal arc-shaped lower protrusions 7 at the ends of the plurality of beams 6 are fitted into the horizontal annular groove 2 of the lower joint fitting 3. The above object can also be achieved by fitting the horizontal annular groove 4 of the upper joint fitting 5 into the horizontal arc-shaped upper protrusion 8 at the end of the beam 6.

〔実施例〕〔Example〕

次にこの発明を図示の例によって詳細に説明する。 Next, the present invention will be explained in detail using illustrated examples.

第1図ないし第5図はこの発明の第1実施例を示すもの
であって、円形断面の鋼管からなる柱lの上端部に、鋼
製下段接合金具3の下部に設けられた環状突条9が嵌入
され、その下段接合家具3と柱1とは溶接により固着さ
れ、かつ下段接合金具3の上部周囲に、上向きに拡開す
る楔形断面(逆台形断面)の水平環状溝2が設けられ、
さらに前記下段接合金具3における水平板体10に、十
字状の補強リブ11が設けられると共に、複数(図示の
場合は4つ)の透孔12が設けられている。
1 to 5 show a first embodiment of the present invention, in which an annular protrusion is provided at the upper end of a column l made of a steel pipe with a circular cross section at the lower part of a lower steel joint 3. 9 is fitted, the lower joining furniture 3 and the pillar 1 are fixed by welding, and a horizontal annular groove 2 with a wedge-shaped cross section (inverted trapezoidal cross section) expanding upward is provided around the upper part of the lower joining fitting 3. ,
Furthermore, a cross-shaped reinforcing rib 11 is provided on the horizontal plate 10 of the lower joint fitting 3, and a plurality (four in the illustrated case) of through holes 12 are provided.

前記柱1.の下端部に、鋼製上段接合金具5の上部に設
けられた環状突条13が嵌入され、その上段接合金具5
と柱1とは溶接により固着され、かつ上段接合金具5の
下部周囲に、下向きに拡開する楔形断面(台形断面)の
水平環状溝4が設けられ、さらに前記上段接合金具5に
おける水平板体14に、十字状の補強リブ15が設けら
れると共に、複数(図示の場合は4つ)の透孔16が設
けられ、前記水平環状溝2,4は、柱1とほぼ同一の直
径を有すると共に、柱1と同心的に配置されている。
Said pillar 1. An annular protrusion 13 provided on the upper part of the steel upper joining metal fitting 5 is fitted into the lower end of the upper joining metal fitting 5.
and the pillar 1 are fixed by welding, and a horizontal annular groove 4 with a wedge-shaped cross section (trapezoidal cross section) that expands downward is provided around the lower part of the upper joint metal fitting 5, and furthermore, a horizontal plate body in the upper joint metal fitting 5 is provided. 14 is provided with a cross-shaped reinforcing rib 15 and a plurality of (four in the illustrated case) through holes 16, and the horizontal annular grooves 2, 4 have approximately the same diameter as the pillar 1. , is arranged concentrically with column 1.

水平円弧状部分17の下部に下向きに縮小する楔形断面
(逆台形断面)の水平円弧状下部突条7が一体に連設さ
れ、かつ前記水平円弧状部分17の上部に上向きに縮小
する楔形断面(台形断面)の水平円弧状上部突条8が一
体に連設されて、鋼製梁接合金具18が構成され、その
梁接合金具18の外面に設けられた4角形器条19は、
4角断面の鋼製梁6の端部に嵌入され、前記梁接合金具
18と梁6とは溶接により固着されている。
A horizontal arc-shaped lower protrusion 7 having a wedge-shaped cross section (inverted trapezoidal cross-section) that contracts downward is integrally connected to the lower part of the horizontal arc-shaped part 17, and a wedge-shaped cross-section that contracts upward to the upper part of the horizontal arc-shaped part 17. Horizontal arc-shaped upper protrusions 8 (with trapezoidal cross-section) are integrally connected to form a steel beam joint 18, and the quadrangular ridges 19 provided on the outer surface of the beam joint 18 are as follows:
It is fitted into the end of a steel beam 6 having a square cross section, and the beam joining fitting 18 and the beam 6 are fixed by welding.

下階の柱1の上端部に固定された下段接合金具3におけ
る水平環状溝2に、複数の梁6の端部に固着された梁接
合金具18における水平円弧状下部突条7が嵌入され、
かつ上階の柱1の下端部に固定された上段接合金具5に
おける水平環状溝4は、各梁接合金具18における水平
円弧状上部突条8に嵌合されている。
The horizontal arc-shaped lower protrusion 7 of the beam joint fitting 18 fixed to the ends of the plurality of beams 6 is fitted into the horizontal annular groove 2 of the lower joint fitting 3 fixed to the upper end of the pillar 1 on the lower floor,
The horizontal annular groove 4 in the upper joint fitting 5 fixed to the lower end of the column 1 on the upper floor is fitted into the horizontal arc-shaped upper protrusion 8 of each beam joint fitting 18.

梁6の端部に固着される梁接合金具18における水平円
弧状部分17の角度は90°に設定され、柱lに4本の
梁6を接合する場合は、90°の角度の4箇の梁接合金
具18が円周上に並べて配置される。また柱1に3本の
梁6を接合する場合は、3箇の梁接合金具18と、水平
円弧状下部突条および水平円弧状上部突条を有する90
°のスペーサ(図示を省略した)とが円周上に並べて配
置される。さらにまた、柱1に2本の梁6を接合する場
合は、2箇の梁接合金具18と、90°または180°
のスペーサとが円周上に並べて配置される。
The angle of the horizontal arc-shaped portion 17 of the beam joint fitting 18 fixed to the end of the beam 6 is set to 90°, and when joining four beams 6 to the column l, the angle of the horizontal arc-shaped portion 17 is set at 90°. The beam joining metal fittings 18 are arranged side by side on the circumference. In addition, when joining three beams 6 to the column 1, three beam joining metal fittings 18, a horizontal arc-shaped lower protrusion, and a horizontal arc-shaped upper protrusion 90 are provided.
spacers (not shown) are arranged side by side on the circumference. Furthermore, when joining two beams 6 to the column 1, two beam joining fittings 18 and 90° or 180°
spacers are arranged side by side on the circumference.

1階の柱1は、鋼管製上部柱20とその下端部に支持部
材21を介して溶接により固着された鋼管製下部柱22
とにより構成され、その下部柱22の下端部に固着され
た支持板23にアンカ一部材24が固定され、下部柱2
2の下半部とアンカー部材24とはコンクリート基礎に
埋込固定され、最上階の各梁6に固定された梁接合金具
18における水平円弧状上部突条8に、上段接合金具5
の水平環状溝4が嵌合され、複数本のPC鋼棒26は、
各下段接合金具3の透孔12と各上段接合金具5の透孔
16と支持部材21の透孔とにわたって挿通され、前記
20w4棒26の端部に螺合されたナツト27が緊締さ
れ、そのPC鋼棒26およびナツト27により上下方向
に並ぶ柱梁接合部が締付結合されている。また下部柱2
2の上部および下部に、ナツト27.28に係合するス
パナを挿通するための開口部29.30が設けられてし
\る。
The column 1 on the first floor consists of an upper column 20 made of steel pipe and a lower column 22 made of steel pipe fixed to the lower end of the column by welding via a support member 21.
An anchor member 24 is fixed to a support plate 23 fixed to the lower end of the lower column 22.
The lower half of 2 and the anchor member 24 are embedded and fixed in the concrete foundation, and the upper joint metal fitting 5 is attached to the horizontal arc-shaped upper protrusion 8 of the beam joint metal fitting 18 fixed to each beam 6 on the top floor.
The horizontal annular groove 4 is fitted, and the plurality of PC steel bars 26 are
A nut 27, which is inserted through the through hole 12 of each of the lower joining metal fittings 3, the through hole 16 of each of the upper joining metal fittings 5, and the through hole of the support member 21, and screwed onto the end of the 20w4 rod 26, is tightened. The column-beam joints arranged in the vertical direction are fastened and connected by a PC steel rod 26 and a nut 27. Also, lower pillar 2
2 are provided with openings 29.30 in the upper and lower parts thereof for passing a spanner therethrough which engages the nut 27.28.

第1実施例の柱と梁の嵌込み接合構造におし)では、梁
端部の曲げモーメントは、梁6に固定された梁接合金具
18の水平円弧状下部突条7および水平円弧状上部突条
8と、水平環状溝2を有する下段接合金具3および水平
環状溝4を有する上段接合金具5とを介して柱1に伝達
される。また柱1の引抜き応力に対しては、プレストレ
スを導入したPC鋼棒26が抵抗する。1階の柱の下部
をヒンジ型式にするために、下部柱22にはプレストレ
スを導入しない。
In the column and beam fitting structure of the first embodiment, the bending moment at the end of the beam is caused by the horizontal arc-shaped lower protrusion 7 and the horizontal arc-shaped upper part of the beam joint fitting 18 fixed to the beam 6. It is transmitted to the column 1 via the protrusion 8, the lower joining metal fitting 3 having the horizontal annular groove 2, and the upper joining metal fitting 5 having the horizontal annular groove 4. Furthermore, the prestressed PC steel rod 26 resists the pull-out stress of the column 1. No prestress is introduced into the lower column 22 in order to make the lower part of the first floor column a hinge type.

さらにまた、柱1に引抜き応力が生じな〜\場合は、P
C鋼棒26を省略することもできる。
Furthermore, if no pull-out stress occurs in column 1, then P
The C steel rod 26 can also be omitted.

第6図はこの発明の柱と梁の嵌込み接合構造の崩壊メカ
ニズムを示すものであって、1階の柱の下部および柱1
と梁6との接合部がヒンジ31であり、崩壊型式は梁崩
壊になる。
Figure 6 shows the collapse mechanism of the column-beam inset joint structure of the present invention, showing the lower part of the column on the first floor and the column 1.
The joint between the beam 6 and the beam 6 is the hinge 31, and the collapse type is beam collapse.

第7図および第8図はこの発明の第2実施例を示すもの
であって、柱1の上端部に、内側円筒面と外側截頭円錐
面とを備えかつ上向きに拡開する楔形断面の水平環状溝
2が設けられ、その水平環状溝2における内側円筒面は
外側截頭円錐面よりも上方に突出している。柱1の下端
部に、内側円筒面と外側截頭円錐面とを備えかつ下向き
に拡開する楔形断面の水平環状溝4が設けられ、その水
平環状溝4における内側円筒面は外側截頭円錐面よりも
下方に突出している。
7 and 8 show a second embodiment of the present invention, in which the upper end of the column 1 has a wedge-shaped cross-section that expands upward and has an inner cylindrical surface and an outer truncated conical surface. A horizontal annular groove 2 is provided, and the inner cylindrical surface of the horizontal annular groove 2 projects upwardly than the outer frustoconical surface. A horizontal annular groove 4 having a wedge-shaped cross section that expands downward and has an inner cylindrical surface and an outer truncated conical surface is provided at the lower end of the column 1, and the inner cylindrical surface of the horizontal annular groove 4 has an outer truncated conical surface. It protrudes below the surface.

梁6の端部に溶接により固着された梁接合金具18の下
部に、内側円筒面と外側截頭円錐面とを備えかつ下向き
に縮小する楔形断面の水平円弧状下部突条7が設けられ
、前記梁接合金具18の上部に、内側円筒面と外側截頭
円錐面とを備えかつ上向きに縮小する楔形断面の水平円
弧状上部突条8が設けられ、前記柱1の上端部の水平環
状溝2に、複数の梁6の水平円弧状下部突条7が嵌入さ
れ、各梁6の端部の水平円弧状上部突条8に、柱1の下
端部の水平環状溝4が嵌合されている。また梁接合金具
18は柱1の管状部分の延長面よりも内側に配置されて
いる。
At the lower part of the beam joint fitting 18 fixed to the end of the beam 6 by welding, there is provided a horizontal arc-shaped lower protrusion 7 having an inner cylindrical surface and an outer truncated conical surface and a wedge-shaped cross section that decreases downward. A horizontal arc-shaped upper protrusion 8 having an upwardly contracting wedge-shaped cross section and having an inner cylindrical surface and an outer truncated conical surface is provided on the upper part of the beam joint fitting 18, and the horizontal annular groove at the upper end of the column 1 2, the horizontal arc-shaped lower protrusions 7 of the plurality of beams 6 are fitted, and the horizontal annular grooves 4 at the lower ends of the columns 1 are fitted into the horizontal arc-shaped upper protrusions 8 at the ends of each beam 6. There is. Further, the beam joint fitting 18 is arranged inside the extension surface of the tubular portion of the column 1.

第2実施例の場合も、第1実施例の場合と同様に、PC
鋼棒およびナツトにより上下方向に並ぶ柱梁接合部を締
付結合してもよい。
In the case of the second embodiment, similarly to the case of the first embodiment, the PC
The column-beam joints arranged in the vertical direction may be fastened together using steel rods and nuts.

第9図および第10図はこの発明の第3実施例を示すも
のであって、円形断面の鋼管からなる柱lの上端部に、
鋼製下段接合金具3の下部に設けられた環状突条9が嵌
入され、その下段接合金具3と柱lとは溶接により固着
され、かつ下段接合金具3の上部周囲に、内側円筒面と
外側截頭円錐面とを備えかつ上向きに拡開する楔形断面
の水平環状溝2が設けられ、その水平環状溝2における
内側円筒面は外側截頭円錐面よりも上方に突出している
FIGS. 9 and 10 show a third embodiment of the present invention, in which at the upper end of a column l made of a steel pipe with a circular cross section,
An annular protrusion 9 provided at the lower part of the steel lower joint fitting 3 is fitted, the lower joining fitting 3 and the column l are fixed by welding, and the inner cylindrical surface and the outer side are attached around the upper part of the lower joining metal fitting 3. A horizontal annular groove 2 having a wedge-shaped cross section and having a truncated conical surface and expanding upward is provided, and the inner cylindrical surface of the horizontal annular groove 2 projects upwardly than the outer truncated conical surface.

円形断面の鋼管からなる柱1の下端部に、鋼製上段接合
金具5の上部に設けられた環状突条13が嵌入され、そ
の上段接合金具5と柱1とは溶接により固着され、かつ
上段接合金具5の下部周囲に、内側円筒面と外側截頭円
錐面とを備えかつ下向きに拡開する楔形断面の水平環状
溝4が設けられ、その水平環状溝4における内側円筒面
は外側截頭円錐面よりも下方に突出している。また前記
水平環状溝2.4は、柱1とほぼ同一の直径を有すると
共に柱1と同心的に配置されている。
An annular protrusion 13 provided on the upper part of the steel upper joint fitting 5 is fitted into the lower end of the column 1 made of a steel pipe with a circular cross section, and the upper joint fitting 5 and the column 1 are fixed by welding. A horizontal annular groove 4 with a wedge-shaped cross section that expands downward and has an inner cylindrical surface and an outer truncated conical surface is provided around the lower part of the joining fitting 5, and the inner cylindrical surface of the horizontal annular groove 4 has an outer truncated conical surface. It protrudes below the conical surface. Furthermore, the horizontal annular groove 2.4 has approximately the same diameter as the column 1 and is arranged concentrically therewith.

水平円弧状部分17の下部に、内側円筒面と外側截頭円
錐面とを備えかつ下向きに縮小する楔形断面の水平円弧
状下部突条7が一体に連設され、かつ前記水平円弧状部
分17の上部に、内側円筒面と外側截頭円錐面とを備え
かつ上向きに縮小する楔形断面の水平円弧状上部突条8
が設けられて、鋼製梁接合金具18が構成され、その梁
接合金具18の外面に設けられた突条19は、4角形断
面の鋼製梁6の端部に嵌入され、前記梁接合金具18と
梁6とは溶接により固着されている。
A horizontal arcuate lower protrusion 7 having an inner cylindrical surface and an outer truncated conical surface and having a wedge-shaped cross section that decreases downward is integrally connected to the lower part of the horizontal arcuate portion 17. A horizontal arcuate upper protrusion 8 having an inner cylindrical surface and an outer truncated conical surface and having a wedge-shaped cross section that decreases upward.
is provided to constitute a steel beam joint fitting 18, and a protrusion 19 provided on the outer surface of the beam joint fitting 18 is fitted into the end of the steel beam 6 having a rectangular cross section. 18 and the beam 6 are fixed by welding.

下階の柱1の上端部に固定された下段接合金具3におけ
る水平環状溝2に、複数の梁6の端部に固着された梁接
合金具18における水平円弧状下部突条7が嵌入され、
かつ上階の柱1の下端部に固定された上段接合金具5に
おける水平環状溝4は、各梁接合金具18における水平
円弧状上部突条8に嵌合されている。
The horizontal arc-shaped lower protrusion 7 of the beam joint fitting 18 fixed to the ends of the plurality of beams 6 is fitted into the horizontal annular groove 2 of the lower joint fitting 3 fixed to the upper end of the pillar 1 on the lower floor,
The horizontal annular groove 4 in the upper joint fitting 5 fixed to the lower end of the column 1 on the upper floor is fitted into the horizontal arc-shaped upper protrusion 8 of each beam joint fitting 18.

下段接合金具3の中央部に設けられた透孔12と、上段
接合金具5の中央部に設けられた透孔16とにわたって
、PC鋼棒26が挿通され、第1実施例の場合と同様に
、そのPC鋼棒26とこれに螺合されたナツトとにより
上下方向に並ぶ柱梁接合部が締付結合される。
A PC steel rod 26 is inserted through the through hole 12 provided in the center of the lower joining fitting 3 and the through hole 16 provided in the center of the upper joining fitting 5, as in the case of the first embodiment. The column-beam joints arranged in the vertical direction are tightened and connected by the PC steel rod 26 and the nut screwed thereon.

第1発明を実施する場合、水平環状溝2および水平環状
溝4を、楔形断面にしないで、内側円筒面および外側円
筒面を有する等巾の環状溝とし、また水平円弧状下部突
条7および水平円弧状上部突条8を、楔形断面にしない
で、内側円筒面および外側円筒面を有する等厚の円弧状
突条にしてもよい。
When implementing the first invention, the horizontal annular groove 2 and the horizontal annular groove 4 are not wedge-shaped in cross section, but are annular grooves of equal width having an inner cylindrical surface and an outer cylindrical surface, and the horizontal arcuate lower protrusion 7 and The horizontal arcuate upper protrusion 8 may not have a wedge-shaped cross section, but may be an arcuate protrusion of equal thickness having an inner cylindrical surface and an outer cylindrical surface.

この発明を実施する場合、隣り合う梁6の角度を任意角
度に設定してもよい。またH形断面の鋼製梁を使用し、
その梁の端部に梁接合金具を溶接により固着してもよい
When implementing this invention, the angles of adjacent beams 6 may be set to arbitrary angles. In addition, we use steel beams with an H-shaped cross section,
A beam joining fitting may be fixed to the end of the beam by welding.

この発明の柱と梁の嵌込み接合構造の場合は、上方から
の挿込みにより柱1と梁6とを組立てることができるの
で、柱1と梁6の組立てをロボットにより容易にかつ迅
速に行なうことができる。
In the case of the column and beam fitting joint structure of the present invention, the column 1 and the beam 6 can be assembled by insertion from above, so the column 1 and the beam 6 can be assembled easily and quickly by a robot. be able to.

〔発明の効果〕〔Effect of the invention〕

この発明は前述にように構成されているので、以下に記
載するような効果を奏する。
Since the present invention is configured as described above, it produces the effects described below.

柱1の上端部に固定された下段接合金具3における水平
環状溝2に、複数の梁6に設けられた水平円弧状下部突
条7を上方から嵌入し、複数の梁6の水平円弧状上部突
条8に、柱1の下端部に固定された上段接合金具5にお
ける水平環状溝4を上方から嵌合するという単純な嵌込
み操作を行なうことにより、柱1と複数の梁6とを、容
易にかつ迅速にしかも強固に接合することができる。
The horizontal arc-shaped lower protrusions 7 provided on the plurality of beams 6 are inserted from above into the horizontal annular groove 2 of the lower joint fitting 3 fixed to the upper end of the column 1, and the horizontal arc-shaped upper portions of the plurality of beams 6 are inserted. By performing a simple fitting operation of fitting the horizontal annular groove 4 of the upper joining metal fitting 5 fixed to the lower end of the column 1 into the protrusion 8 from above, the column 1 and the plurality of beams 6 are connected. It is possible to join easily and quickly and firmly.

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

第1図ないし第5図はこの発明の第1実施例を示すもの
であって、第1図は柱と梁の嵌込み接合構造を示す縦断
正面図、第2図はその一部縦断正面図、第3図は第1図
のA−A線断面図、第4図は第1図の13−B線断面図
、第5図は上下方向に並ぶ柱梁接合部を締付結合した状
態を示す一部切欠縦断正面図である。第6図はこの発明
の柱と梁の嵌込み接合構造の崩壊メカニズムを示す図で
ある。第7図および第8図はこの発明の第2実施例を示
すものであって、第7図は柱と梁の嵌込み接合構造を示
す一部縦断正面図、第8図は第7図のC−C線拡大断面
図である。第9図および第10図はこの発明の第3実施
例を示すものであって、第9図は柱と梁の嵌込み接合構
造を示す一部縦断正面図、第10図は第9図のDI−D
線断面図である。 図において、1は柱、2は水平環状溝、3は下段接合金
具、4は水平環状溝、5は上段接合金具、6は梁、7は
水平円弧状下部突条、8は水平円弧状上部突条、10は
水平板体、12は透孔、14は水平板体、16は透孔、
17は水平円弧状部分、18は梁接合金具、20は上部
柱、21は支持部材、22は下部柱、25はコンクリー
ト基礎、26はPC鋼棒、27および28はナツトであ
る。 にニ」 平成3年3月27日
1 to 5 show a first embodiment of the present invention, in which FIG. 1 is a longitudinal sectional front view showing a fitting structure of a column and a beam, and FIG. 2 is a partial longitudinal sectional front view thereof. , Fig. 3 is a sectional view taken along the line A-A in Fig. 1, Fig. 4 is a sectional view taken along the line 13-B in Fig. 1, and Fig. 5 shows the state in which the column-beam joints arranged in the vertical direction are tightened and connected. FIG. 2 is a partially cutaway vertical front view. FIG. 6 is a diagram showing the collapse mechanism of the column-beam fitting joint structure of the present invention. 7 and 8 show a second embodiment of the present invention, in which FIG. 7 is a partially vertical front view showing a fitting structure of a column and a beam, and FIG. It is a CC line enlarged sectional view. 9 and 10 show a third embodiment of the present invention, in which FIG. 9 is a partially longitudinal front view showing a fitting structure of a column and a beam, and FIG. DI-D
FIG. In the figure, 1 is a column, 2 is a horizontal annular groove, 3 is a lower joint metal fitting, 4 is a horizontal annular groove, 5 is an upper joint metal fitting, 6 is a beam, 7 is a horizontal arc-shaped lower protrusion, and 8 is a horizontal arc-shaped upper part. Projection, 10 is a horizontal plate, 12 is a through hole, 14 is a horizontal plate, 16 is a through hole,
17 is a horizontal arc-shaped portion, 18 is a beam joint, 20 is an upper column, 21 is a support member, 22 is a lower column, 25 is a concrete foundation, 26 is a PC steel bar, and 27 and 28 are nuts. "Nini" March 27, 1991

Claims (2)

【特許請求の範囲】[Claims] (1)柱1の上端部に水平環状溝2が設けられ、柱1の
下端部に水平環状溝4が設けられ、梁6の端部の下部に
水平円弧状下部突条7が設けられ、前記梁6の端部の上
部に、水平円弧状上部突条8が設けられ、前記柱1の上
端部の水平環状溝2に、複数の梁6の端部の水平円弧状
下部突条7が嵌入され、各梁6の端部の水平円弧状上部
突条8に前記柱1の下端部の水平環状溝4が嵌合されて
いる柱と梁の嵌込み接合構造。
(1) A horizontal annular groove 2 is provided at the upper end of the column 1, a horizontal annular groove 4 is provided at the lower end of the column 1, and a horizontal arcuate lower protrusion 7 is provided at the lower end of the beam 6; A horizontal arc-shaped upper protrusion 8 is provided at the upper end of the beam 6, and a horizontal arc-shaped lower protrusion 7 at the end of the plurality of beams 6 is provided in the horizontal annular groove 2 at the upper end of the column 1. A column-beam fitting joint structure in which the horizontal annular groove 4 at the lower end of the column 1 is fitted into the horizontal arc-shaped upper protrusion 8 at the end of each beam 6.
(2)柱1の上端部に、上向きに拡開する楔形断面の水
平環状溝2を有する金属製下段接合金具3が固定され、
柱1の下端部に、下向きに拡開する楔形断面の水平環状
溝4を有する金属製上段接合金具5が固定され、梁6の
端部の下部に、下向きに縮小する楔形断面の水平円弧状
下部突条7が設けられ、前記梁6の端部の上部に、上向
きに縮小する楔形断面の水平円弧状上部突条8が設けら
れ、前記下段接合金具3の水平環状溝2に、複数の梁6
の端部の水平円弧状下部突条7が嵌入され、各梁6の端
部の水平円弧状上部突条8に前記上段接合金具5の水平
環状溝4が嵌合されている柱と梁の嵌込み接合構造。
(2) A lower metal joining fitting 3 having a horizontal annular groove 2 with a wedge-shaped cross section that expands upward is fixed to the upper end of the column 1;
A metal upper joint fitting 5 having a horizontal annular groove 4 with a wedge-shaped cross section that expands downward is fixed to the lower end of the column 1, and a horizontal arcuate groove 4 with a wedge-shaped cross section that narrows downward to the lower end of the beam 6. A lower protrusion 7 is provided, and a horizontal arcuate upper protrusion 8 with an upwardly contracting wedge-shaped cross section is provided on the upper end of the beam 6, and a plurality of horizontal annular grooves 2 are provided in the horizontal annular groove 2 of the lower joint fitting 3. Beam 6
The horizontal arc-shaped lower protrusion 7 at the end of each beam 6 is fitted, and the horizontal annular groove 4 of the upper joining metal fitting 5 is fitted into the horizontal arc-shaped upper protrusion 8 at the end of each beam 6. Inset joint structure.
JP7343790A 1990-03-26 1990-03-26 Column and beam fitting connection structure Expired - Fee Related JPH0814138B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7343790A JPH0814138B2 (en) 1990-03-26 1990-03-26 Column and beam fitting connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7343790A JPH0814138B2 (en) 1990-03-26 1990-03-26 Column and beam fitting connection structure

Publications (2)

Publication Number Publication Date
JPH03275837A true JPH03275837A (en) 1991-12-06
JPH0814138B2 JPH0814138B2 (en) 1996-02-14

Family

ID=13518223

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7343790A Expired - Fee Related JPH0814138B2 (en) 1990-03-26 1990-03-26 Column and beam fitting connection structure

Country Status (1)

Country Link
JP (1) JPH0814138B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044544A (en) * 2014-08-20 2016-04-04 株式会社明興コンサルタンツ Earthquake-proof skeleton structure, manufacturing method of steel pipe structural material for arranging pc steel bar in steel pipe for fixing cross joint and steel structural material manufactured thereby

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5451659B2 (en) * 2011-01-26 2014-03-26 大建工業株式会社 System ceiling bracket

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016044544A (en) * 2014-08-20 2016-04-04 株式会社明興コンサルタンツ Earthquake-proof skeleton structure, manufacturing method of steel pipe structural material for arranging pc steel bar in steel pipe for fixing cross joint and steel structural material manufactured thereby

Also Published As

Publication number Publication date
JPH0814138B2 (en) 1996-02-14

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