JPH04124339A - Column/beam joining method of wedge ring fitting-on type - Google Patents

Column/beam joining method of wedge ring fitting-on type

Info

Publication number
JPH04124339A
JPH04124339A JP24131490A JP24131490A JPH04124339A JP H04124339 A JPH04124339 A JP H04124339A JP 24131490 A JP24131490 A JP 24131490A JP 24131490 A JP24131490 A JP 24131490A JP H04124339 A JPH04124339 A JP H04124339A
Authority
JP
Japan
Prior art keywords
wedge
ring
beam joint
fitting
shaped
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.)
Pending
Application number
JP24131490A
Other languages
Japanese (ja)
Inventor
Mitsuhiko Yazaki
光彦 矢崎
Mamoru Iwata
衛 岩田
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 JP24131490A priority Critical patent/JPH04124339A/en
Publication of JPH04124339A publication Critical patent/JPH04124339A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To joint the beam bracket metals of columns and the joining metal fittings of beams firmly to each other by fixing the beam joining metal fittings at the end sections of the beams, to provide the upper and lower sections of the beam joining metal fittings with wedge-shaped external surfaces, and by fitting metal wedge rings on the wedge-shaped external surfaces, to be heated and to be cooled. CONSTITUTION:The external surfaces of beam bracket metals 5 fixed on columns 4, are fitted with beam joining metal fittings 2 of plurality of beams 1, and the upper and lower sections of the beam joining metal fittings 2 are provided with divided truncated cone wedge-shaped external surfaces 3. Then, on the wedge-shaped external surfaces 3, metallic wedge rings 7 in a heating and diameter-widening state are fitted, and the rings 7 are cooled to be diameter-shrunk and to be pressure-welded. As a result, the beam bracket metals 5 and the beam joining metal fittings 5 of the beams fixed on the columns 4 can be joined to each other easily, quickly, and firmly.

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とを模リングの嵌込
みにより接合する柱梁接合方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a column-beam joining method for joining a pillar and a beam in a building by fitting a mock ring into the joint.

〔従来の技術〕[Conventional technology]

従来、柱と梁の接合方式としては、(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
した接合方式、(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方
式が知られている。
Conventionally, the methods of joining columns and beams are (1) Special public relations system of 1974-
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. , and a joining method is known in which the entire circumference of the end of the beam is fixed to the side part 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)の接合方式の場合は、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、加工が複雑でコスト
高になるという問題がある。
In the case of the connection method (1) above, the column capital block and the upper and lower columns are connected with a large number of bolts at the construction site,
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)の接合方式の場合は、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 joining method (2) above, welding equipment is brought to the construction site and the entire circumference of the end of the column is fixed to the joint by welding, and the entire circumference of the end of the beam is fixed to the joint by welding. 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梗リング嵌込
式柱梁接合方法を提供することを目的とするものである
It is an object of the present invention to provide a column-beam joining method 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、第1発明の楔リング嵌込式
柱梁接合方法においては、梁1の端部に円弧状横断面を
有する梁接合金具2が固定され、その梁接合金具2の上
部および下部に、その梁接合金具2の上下方向の端縁に
向かって縮径する分割截頭円錐形の樹状外面3が設けら
れ、複数の梁1の梁接合金具2が柱4に固定された梁受
金具5の外面に当接され、各梁接合金具2の上部および
下部の樹状外面3に、それぞれ梁接合金具端縁に向かっ
て縮径する截頭円錐形の楔状内面6を有する金属製模リ
ング7が、加熱により拡径された状態で嵌合され、次に
前記楔リング7が冷却により縮径して前記樹状外面3に
圧接される。
In order to achieve the above object, in the wedge ring fitting type column beam joining method of the first invention, a beam joining fitting 2 having an arcuate cross section is fixed to the end of the beam 1, and the beam joining fitting 2 is fixed to the end of the beam 1. A split truncated cone-shaped dendritic outer surface 3 whose diameter decreases toward the vertical edge of the beam joint metal fitting 2 is provided at the upper and lower parts, and the beam joint metal fittings 2 of the plurality of beams 1 are fixed to the column 4. A wedge-shaped inner surface 6 in the shape of a truncated cone is provided on the upper and lower dendritic outer surfaces 3 of each beam joint 2, respectively, so as to be in contact with the outer surface of the beam holder 5. A metal imitation ring 7 having a diameter expanded by heating is fitted, and then the wedge ring 7 is reduced in diameter by cooling and is pressed against the dendritic outer surface 3.

また第2発明の模リング嵌込式柱梁接合方法においては
、梁1の端部に円弧状横断面を有する梁接合金具2が固
定され、その梁接合金具2の上部および下部に、その梁
接合金具2の上下方向の端縁に向かって縮径する分割截
頭円錐形の樹状外面3が設けられ、複数の梁1の梁接合
金具2が柱4に固定された梁受金具5の外面に当接され
、各梁接合金具2の上部および下部の樹状外面3に、そ
れぞれ梁接合金具端縁側に向がって縮径する截頭円錐形
の楔状内面8および樹状外面9を有する軟質金属製内側
リング1oが押込み嵌合され、その内側リング10の樹
状外面9に、梁接合金具端縁側に向かって縮径する截頭
円錐形の楔状内面11を有する硬質金属製校リング12
が、加熱により拡径された状態で嵌合され、次に前記模
リング12が冷却により縮径して前記内側リング10に
圧接される。
In addition, in the model ring fitting type column-beam joining method of the second invention, a beam-joining fitting 2 having an arcuate cross section is fixed to the end of the beam 1, and the beam-joining fitting 2 has upper and lower portions attached to the beam. A split truncated cone-shaped dendritic outer surface 3 whose diameter decreases toward the vertical edge of the joint 2 is provided, and the beam joint 2 of the plurality of beams 1 is attached to the beam holder 5 fixed to the column 4. A frusto-conical wedge-shaped inner surface 8 and a dendritic outer surface 9 are provided on the upper and lower dendritic outer surfaces 3 of each beam joint metal fitting 2, which are in contact with the outer surface, respectively, and have a frusto-conical shape that decreases in diameter toward the edge of the beam joint metal fitting 2. A hard metal proofing ring 1o is press-fitted with a soft metal inner ring 1o having a truncated conical wedge-shaped inner surface 11 on the tree-like outer surface 9 of the inner ring 10. 12
are fitted in a state in which the diameter is enlarged by heating, and then the dummy ring 12 is reduced in diameter by cooling and is pressed into contact with the inner ring 10.

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

第7図および第8図はこの発明の実施例において用いら
れる梁接合金具付き梁13を示すものであって、円弧状
横断面を有する鋼製梁接合金具2における外面の中央部
に鋼製梁連結用突出部14が一体に連設され、その突出
部14の先端に、中空断面の鋼製梁1の端部が嵌合され
て溶接により固着され、前記梁接合金具2の上部および
下部に、その梁接合金具2の上端縁および下端縁に向か
って縮径する分割截頭円錐形の樹状外面3が設けられて
いる。
7 and 8 show a beam 13 with a beam joining fitting used in an embodiment of the present invention, in which a steel beam is attached to the center of the outer surface of the steel beam joining fitting 2 having an arcuate cross section. Connecting protrusions 14 are integrally arranged, and the ends of the steel beams 1 having a hollow cross section are fitted into the tips of the protrusions 14 and fixed by welding, and are attached to the upper and lower parts of the beam joining fittings 2. , the beam joint fitting 2 is provided with a split frusto-conical tree-like outer surface 3 whose diameter decreases toward the upper and lower edges.

第9図は第1発明の実施例において用いられる金属製模
リング7を示すものであって、鋼製円形リング15の内
側に、前記樹状外面3と同一勾配の截頭円錐形の楔状内
面6が設けられ、かつ前記円形リング15における楔状
内面小径端部に、リング内側に向かって突出する円環状
のストッパ16が一体に連設されている。
FIG. 9 shows a metal imitation ring 7 used in the embodiment of the first invention, in which a truncated conical wedge-shaped inner surface having the same slope as the dendritic outer surface 3 is provided inside the steel circular ring 15. 6, and an annular stopper 16 that protrudes toward the inside of the ring is integrally connected to the small diameter end of the wedge-shaped inner surface of the circular ring 15.

第10図は第2発明の実施例において用いられる軟質金
属製内側リング10を示すものであって、軟鋼からなる
軟質金属製円形リング17の内側に、前記楔状外面3と
同一勾配の截頭円錐形の楔状内面8が設けられ、かつ前
記円形リング17の外側に楔状内面8と同一勾配の截頭
円錐形の楔状外面9が設けられている。
FIG. 10 shows a soft metal inner ring 10 used in the embodiment of the second invention, in which a truncated cone having the same slope as the wedge-shaped outer surface 3 is provided inside a soft metal circular ring 17 made of mild steel. A wedge-shaped inner surface 8 is provided, and a frusto-conical wedge-shaped outer surface 9 of the same slope as the wedge-shaped inner surface 8 is provided on the outside of the circular ring 17.

第11図は第2発明の実施例において用いられる硬質金
属製円リングエ2を示すものであって、襄張力調からな
る硬質金属製円形リング18の内側に、前記内側リング
10における楔状外面9と同一勾配の截頭円錐形の楔状
内面11が設けられ、かつ前記円形リング18における
楔状内面小径端部に、リング内側に向かって突出する円
環状のストッパ19が一体に連設されている。
FIG. 11 shows a hard metal circular ring 2 used in the embodiment of the second invention, in which a wedge-shaped outer surface 9 of the inner ring 10 and a wedge-shaped outer surface 9 of the inner ring 10 are arranged on the inside of a hard metal circular ring 18 made of a tensile tension tone. A wedge-shaped inner surface 11 in the shape of a truncated cone having the same slope is provided, and an annular stopper 19 that projects toward the inside of the ring is integrally connected to the small-diameter end of the wedge-shaped inner surface of the circular ring 18 .

第12図はこの発明の実施例において用いられる梁受金
具付き鋼製柱2oを示すものであって、下部鋼管柱4A
の上端部に梁接合金具支承用突条22を有する鋼製下部
梁受金具23が溶接により固着され、その下部梁受金具
23の上部に鋼製円筒体からなる中間梁受金具24の下
端部が嵌合されて溶接により固着され、その中間梁受金
具24の上端部に鋼製上部梁受金具25が嵌合されて溶
接により固着され、かつその上部梁受金具25の上部に
上部鋼管柱4Bの下端部が溶接により固着され、前記下
部梁受金具23と中間梁受金具24と上部梁受金具25
とにより梁受金具5が構成されている。
FIG. 12 shows a steel column 2o with a beam holder used in an embodiment of the present invention, and shows a lower steel pipe column 4A.
A steel lower beam bracket 23 having a beam joining bracket supporting protrusion 22 at its upper end is fixed by welding, and an intermediate beam bracket 24 made of a steel cylindrical body is attached to the upper part of the lower beam bracket 23 at the lower end thereof. are fitted and fixed by welding, a steel upper beam holder 25 is fitted to the upper end of the intermediate beam holder 24 and fixed by welding, and an upper steel pipe column is attached to the upper part of the upper beam holder 25. The lower ends of 4B are fixed by welding, and the lower beam bracket 23, the intermediate beam bracket 24, and the upper beam bracket 25 are fixed to each other by welding.
The beam holder 5 is constituted by the above.

次に第1発明の喫リング嵌込式柱梁接合方法の実施例に
ついて説明する。
Next, a description will be given of an example of the method for joining columns and beams by inserting a seal ring according to the first invention.

まず第1図および第2図に示すように、梁受金具付き鋼
製柱20における梁受金具5の周囲に、複数本(図示の
場合は4本)の梁接合金具付き梁13が放射状に配置さ
れ、かつ各梁接合金具付き梁13における梁接合金具2
は梁受金具5の周面に当接され、各梁接合金具2の下端
部は梁受金具5の下部の梁接合金具支承用突条22に載
置される。
First, as shown in FIGS. 1 and 2, a plurality of beams 13 with beam joining fittings (four in the case shown) are arranged radially around the beam holder 5 of the steel column 20 with beam holder fittings. Beam joining metal fittings 2 in the beams 13 arranged and each having beam joining metal fittings
is brought into contact with the circumferential surface of the beam holder 5, and the lower end of each beam joint 2 is placed on the beam holder 5 supporting protrusion 22 at the bottom of the beam holder 5.

次に予め柱4に挿込まれている金属製楔リング7が、高
周波誘導加熱により加熱されて拡径されたのち、第3図
および第4図に示すように、各梁接合金具2の上部およ
び下部の楔状外面3に、それぞれ加熱により拡径された
金属製喫リング7が嵌合され、次いでその金属製模リン
グ7が、自然冷却または水冷等により冷却されることに
より縮径して各楔状外面3に圧接し、その金属製楔リン
グ7により各梁接合金具2が梁受金具5に固定される。
Next, the metal wedge ring 7, which has been inserted into the pillar 4 in advance, is heated by high-frequency induction heating to expand its diameter, and then the metal wedge ring 7, which has been inserted into the pillar 4 in advance, is heated and expanded in diameter. A metal cutting ring 7 whose diameter has been expanded by heating is fitted to the lower wedge-shaped outer surface 3, and then the metal imitation ring 7 is cooled by natural cooling or water cooling to reduce its diameter and each Each beam joining fitting 2 is fixed to the beam receiving fitting 5 by the metal wedge ring 7 which is pressed against the wedge-shaped outer surface 3.

第5図および第6図は第2発明の実施例を示すものであ
って、予め軟質金属製内側リング1oおよび硬質金属製
楔リング12が柱4に挿込まれ、第5図に示すように、
各梁接合金具2の上部および下部の楔状外面3に、軟質
金属製内側リング10が嵌合され、次に硬質金属製楔リ
ング12が高周波誘導加熱により加熱されて拡径された
のち、その加熱により拡径された硬質金属製楔リング1
2が、第6図に示すように軟質金属製内側リング10の
楔状外面9に嵌合され、次いで硬質金属製楔リング12
が、自然冷却または水冷等により冷却されることにより
縮径して、軟質金属製内側リング10に圧接すると共に
、その軟質金属製内側リング】0を各梁接合金具2の楔
状外面3に圧接させ、各梁接合金具2を梁受金具5に固
定するが、その他の構成は第1発明の実施例の場合と同
様である。
5 and 6 show an embodiment of the second invention, in which a soft metal inner ring 1o and a hard metal wedge ring 12 are inserted into the pillar 4 in advance, and as shown in FIG. ,
A soft metal inner ring 10 is fitted to the upper and lower wedge-shaped outer surfaces 3 of each beam joint fitting 2, and then the hard metal wedge ring 12 is heated by high frequency induction heating to expand its diameter. Hard metal wedge ring 1 with expanded diameter
2 is fitted onto the wedge-shaped outer surface 9 of the soft metal inner ring 10 as shown in FIG.
is reduced in diameter by being cooled by natural cooling or water cooling, and is pressed against the soft metal inner ring 10, and the soft metal inner ring 0 is pressed against the wedge-shaped outer surface 3 of each beam joint fitting 2. , each beam joining fitting 2 is fixed to the beam receiving fitting 5, but the other configurations are the same as in the embodiment of the first invention.

この発明を実施する場合、金属製喫リング7および硬質
金属製喫リング12としては、形状記憶合金を使用して
もよい。また前記梗リング7゜12の加熱温度は例えば
300〜400°Cに設定される。
When carrying out the present invention, a shape memory alloy may be used for the metal cut ring 7 and the hard metal cut ring 12. Further, the heating temperature of the stem ring 7°12 is set to, for example, 300 to 400°C.

〔発明の効果〕〔Effect of the invention〕

この発明は前述の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 this invention is configured as described above, it produces the effects described below.

複数の梁1の端部に固定された複数の梁接合金具2を、
柱4に固定された梁受金具5の外面に当接し、各梁接合
金具2の上部および下部の楔状外面3に、加熱により拡
径された金属製模リング7を嵌合したのち冷却するか、
あるいは前記各楔状外面3に嵌合された軟質金属製内側
リング10に、加熱により拡径された硬質金属製楔リン
グ12を嵌合したのち冷却するという単純な操作を行な
うことにより、柱4に固定された梁受金具5と複数の梁
1の端部の梁接合金具2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。
A plurality of beam joint fittings 2 fixed to the ends of a plurality of beams 1,
A metal imitation ring 7 whose diameter has been expanded by heating is fitted onto the upper and lower wedge-shaped outer surfaces 3 of each beam joining metal fitting 2 in contact with the outer surface of the beam holder 5 fixed to the pillar 4, and then cooled. ,
Alternatively, by performing a simple operation of fitting a hard metal wedge ring 12 whose diameter has been expanded by heating to the soft metal inner ring 10 fitted to each of the wedge-shaped outer surfaces 3, and then cooling it, the pillar 4 can be The fixed beam receiving metal fitting 5 and the beam joining metal fittings 2 at the ends of the plurality of beams 1 can be easily and quickly and firmly joined.

また第2発明の場合は、各梁接合金具2の上部および下
部の楔状外面3と硬質金属製楔リング12との間に、軟
質金属製内側リング10が介在されているので、楔状外
面3と硬質金属製楔リング12との間の嵌合部の密着性
を良くすることができる。
Further, in the case of the second invention, since the soft metal inner ring 10 is interposed between the wedge-shaped outer surface 3 at the upper and lower parts of each beam joint fitting 2 and the hard metal wedge ring 12, the wedge-shaped outer surface 3 It is possible to improve the adhesion of the fitting portion with the hard metal wedge ring 12.

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

第1図ないし第4図は第1発明の実施例を示すものであ
って、第1図は柱に固定された梁受金具に複数の梁接合
金具を当接した状態を示す縦断正面図、第2図は第1図
のA−A線断面図、第3図はこの発明の楔リング嵌込式
柱梁接合方法を示す縦断正面図、第4図は第3図のB−
B線断面図である。第5図および第6図は第2発明の実
施例を示すものであって、第5図は各梁接合金具の楔状
外面に内側リングを嵌合した状態を示ず縦断正面図、第
6図は柱梁の接合を終了した状態を示ず縦断正面図であ
る。 第7図はこの発明の実施例において用いられる粱接合金
具付き梁の平面図、第8回は第7図のCC線断面図、第
9図は第1発明の実施例において用いられる金属製模リ
ングを示す一部縦断正面図、第10図は第2発明の実施
例において用いられる軟質金属製内側リングを示す一部
縦断正面図、第11図は第2発明の実施例において用い
られる硬質金属製楔リングを示す一部縦断正面図、第1
2図はこの発明の実施例において用いられる梁受金具付
き鋼製柱の縦断正面図である。 図において、1は梁、2は梁接合金具、3は楔状外面、
4は柱、5は梁受金具、6は楔状内面、7は金属製楔リ
ング、8は楔状内面、9は楔状外面、10は軟質金属製
内側リング、11は楔状内面、j2は硬質金属製楔リン
グ、1Bおよび19はス トッパ、 2は梁接合金具支承用突条である。 −」」 第7図 第8図 第9図 第12図
1 to 4 show an embodiment of the first invention, and FIG. 1 is a longitudinal sectional front view showing a state in which a plurality of beam joining fittings are in contact with a beam receiving fitting fixed to a column; 2 is a sectional view taken along the line A-A in FIG.
It is a sectional view taken along the B line. 5 and 6 show an embodiment of the second invention, in which FIG. 5 is a longitudinal sectional front view without showing the state in which the inner ring is fitted to the wedge-shaped outer surface of each beam joint fitting, and FIG. is a longitudinal sectional front view, not showing the state in which the columns and beams have been joined. Fig. 7 is a plan view of a beam with a joint fitting used in an embodiment of the present invention, Fig. 8 is a sectional view taken along the line CC in Fig. 7, and Fig. 9 is a metal model used in an embodiment of the first invention. FIG. 10 is a partially vertical front view showing a soft metal inner ring used in an embodiment of the second invention, and FIG. 11 is a partially longitudinal front view showing a hard metal inner ring used in an embodiment of the second invention. Partial longitudinal sectional front view showing the manufactured wedge ring, No. 1
FIG. 2 is a longitudinal sectional front view of a steel column with a beam holder used in an embodiment of the present invention. In the figure, 1 is a beam, 2 is a beam joint fitting, 3 is a wedge-shaped outer surface,
4 is a column, 5 is a beam bracket, 6 is a wedge-shaped inner surface, 7 is a metal wedge ring, 8 is a wedge-shaped inner surface, 9 is a wedge-shaped outer surface, 10 is a soft metal inner ring, 11 is a wedge-shaped inner surface, and j2 is made of a hard metal. The wedge ring, 1B and 19 are stoppers, and 2 is a protrusion for supporting the beam joint metal fitting. -” Figure 7 Figure 8 Figure 9 Figure 12

Claims (2)

【特許請求の範囲】[Claims] (1)梁1の端部に円弧状横断面を有する梁接合金具2
が固定され、その梁接合金具2の上部および下部に、そ
の梁接合金具2の上下方向の端縁に向かって縮径する分
割截頭円錐形の楔状外面3が設けられ、複数の梁1の梁
接合金具2が柱4に固定された梁受金具5の外面に当接
され、各梁接合金具2の上部および下部の楔状外面3に
、それぞれ梁接合金具端縁に向かって縮径する截頭円錐
形の楔状内面6を有する金属製楔リング7が、加熱によ
り拡径された状態で嵌合され、次に前記楔リング7が冷
却により縮径して前記楔状外面3に圧接される楔リング
嵌込式柱梁接合方法。
(1) Beam joint fitting 2 having an arc-shaped cross section at the end of the beam 1
is fixed, and a split frusto-conical wedge-shaped outer surface 3 whose diameter decreases toward the vertical edge of the beam joint 2 is provided at the upper and lower parts of the beam joint 2. The beam joint fittings 2 are brought into contact with the outer surface of the beam support fittings 5 fixed to the pillars 4, and the wedge-shaped outer surfaces 3 of the upper and lower parts of each beam joint fitting 2 are provided with a cut-out whose diameter decreases toward the edge of the beam joint fittings. A metal wedge ring 7 having a wedge-shaped inner surface 6 having a conical shape is fitted in a state in which the diameter is expanded by heating, and then the wedge ring 7 is reduced in diameter by cooling and is pressed against the wedge-shaped outer surface 3. Ring-fitting column-beam connection method.
(2)梁1の端部に円弧状横断面を有する梁接合金具2
が固定され、その梁接合金具2の上部および下部に、そ
の梁接合金具2の上下方向の端縁に向かって縮径する分
割截頭円錐形の楔状外面3が設けられ、複数の梁1の梁
接合金具2が柱4に固定された梁受金具5の外面に当接
され、各梁接合金具2の上部および下部の楔状外面3に
、それぞれ梁接合金具端縁側に向かって縮径する截頭円
錐形の楔状内面8および楔状外面9を有する軟質金属製
内側リング10が押込み嵌合され、その内側リング10
の楔状外面9に、梁接合金具端縁側に向かって縮径する
截頭円錐形の楔状内面11を有する硬質金属製楔リング
12が、加熱により拡径された状態で嵌合され、次に前
記楔リング12が冷却により縮径して前記内側リング1
0に圧接される楔リング嵌込式柱梁接合方法。
(2) Beam joint fitting 2 having an arc-shaped cross section at the end of the beam 1
is fixed, and a split frusto-conical wedge-shaped outer surface 3 whose diameter decreases toward the vertical edge of the beam joint 2 is provided at the upper and lower parts of the beam joint 2. The beam joint fittings 2 are brought into contact with the outer surface of the beam receiving metal fittings 5 fixed to the pillars 4, and the wedge-shaped outer surfaces 3 of the upper and lower parts of each beam joint fitting 2 are provided with a cutout whose diameter decreases toward the end edge of the beam joint fittings. A soft metal inner ring 10 having a conical wedge-shaped inner surface 8 and a wedge-shaped outer surface 9 is press-fitted into the inner ring 10.
A hard metal wedge ring 12 having a wedge-shaped inner surface 11 in the shape of a truncated cone that decreases in diameter toward the end edge of the beam joint fitting is fitted onto the wedge-shaped outer surface 9 of the The diameter of the wedge ring 12 is reduced by cooling to form the inner ring 1.
A wedge ring fitting type column and beam joining method that is pressure-welded to 0.
JP24131490A 1990-09-13 1990-09-13 Column/beam joining method of wedge ring fitting-on type Pending JPH04124339A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24131490A JPH04124339A (en) 1990-09-13 1990-09-13 Column/beam joining method of wedge ring fitting-on type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24131490A JPH04124339A (en) 1990-09-13 1990-09-13 Column/beam joining method of wedge ring fitting-on type

Publications (1)

Publication Number Publication Date
JPH04124339A true JPH04124339A (en) 1992-04-24

Family

ID=17072452

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24131490A Pending JPH04124339A (en) 1990-09-13 1990-09-13 Column/beam joining method of wedge ring fitting-on type

Country Status (1)

Country Link
JP (1) JPH04124339A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06220924A (en) * 1993-01-27 1994-08-09 Nippon Steel Corp Member joint construction for single layer space frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06220924A (en) * 1993-01-27 1994-08-09 Nippon Steel Corp Member joint construction for single layer space frame

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