JPH0317327A - Joint construction of beam to column - Google Patents

Joint construction of beam to column

Info

Publication number
JPH0317327A
JPH0317327A JP16566389A JP16566389A JPH0317327A JP H0317327 A JPH0317327 A JP H0317327A JP 16566389 A JP16566389 A JP 16566389A JP 16566389 A JP16566389 A JP 16566389A JP H0317327 A JPH0317327 A JP H0317327A
Authority
JP
Japan
Prior art keywords
piece
column
top plate
receiving
receiving piece
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
JP16566389A
Other languages
Japanese (ja)
Other versions
JPH0726438B2 (en
Inventor
Masaki Yamaoka
山岡 昌樹
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP16566389A priority Critical patent/JPH0726438B2/en
Publication of JPH0317327A publication Critical patent/JPH0317327A/en
Publication of JPH0726438B2 publication Critical patent/JPH0726438B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To increase rigidity of a beam joint together with reinforced plates provided to the inside of a column by connecting a longitudinal piece of a bearing metal fitting having a reverse L type section provided to the side of the upper end of the column to a top plate having a lateral piece provided to the upper end of the column with bolts to the column. CONSTITUTION:A bearing metal fitting 2 having a reverse L type section constituted of a longitudinal piece 3, lateral piece 4 and reinforced piece 8 is provided to a steel column 1 having a shaped section and a top plate 5 welded and fixed to the surface thereof. While the lateral piece 4 and a receiving piece 6 of the top plate 5 are connected with a bolt and nut 21, the longitudinal piece 3 and the steel column 1 reinforced with a backing plate 15 are bolted to assemble and fix. As a result, a space between a place to connect the receiving piece 6 to the column 1 with the bolt/nut 21 and a place to connect a beam 7 to the receiving piece 6 with bolts and nuts 22 is reduced. According to the constitution, rigidity of a joint of beams hard to be influenced by buckling, etc., can be increased.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

本発明は、柱の上端への梁の接合構造に関するものであ
る.
The present invention relates to a structure for connecting a beam to the upper end of a column.

【従米の技!] 鉄骨住宅などにおいて、最上階の梁7を柱1の上端に接
続するにあたっては第11図のようにしておこなわれて
いる.すなわち、柱1の上端面にトッププレート5を取
り付けてトッププレート5に延設した受け片6を柱1の
側方へ突出させ、さらに受け片6の下側において柱1の
側面に受け金兵11を取り付け、梁7の屠部をトッププ
レート5の受け片6と受け金兵11の下受け片12との
間に配設して、受け片6と下受け片12にそれぞれボル
トナット止めして結合させることによっておこなわれて
いる. 【発明が解決しようとする課題】 しかしこのようにトッププレート5を介しで梁7を柱1
に接合するにあたって、トッププレート5の柱1から突
出する受け片6には梁マの荷重が加わるために、受け片
6の基部においてトッププレート5には座屈などの変形
が生じるおそれがあるという問題があった.特に、梁7
の端面と柱1の側面との闇の隙間が大きいと、この隙間
の箇所においては受け片6の基部は支持されていない状
態にあるために、座屈などの変形が生じ易いのである. 本発明は上記の点に鑑みて為されたものであり、受け片
の根元においてトッププレートに変形が生じるようなお
それなく梁を接合することができる柱への梁の接合構造
を提供することを目的とするものである.
[Jubei's technique! ] In steel-frame houses, etc., the beam 7 on the top floor is connected to the top end of the column 1 as shown in Figure 11. That is, the top plate 5 is attached to the upper end surface of the column 1, the receiving piece 6 extended to the top plate 5 is made to protrude to the side of the column 1, and the receiving piece 6 is further attached to the side surface of the column 1 on the lower side of the receiving piece 6. 11, and place the butt part of the beam 7 between the receiving piece 6 of the top plate 5 and the lower receiving piece 12 of the receiving plate 11, and fasten it to the receiving piece 6 and the lower receiving piece 12 with bolts and nuts, respectively. This is done by combining them. Problem to be Solved by the Invention However, in this way, the beam 7 is connected to the column 1 through the top plate 5.
When joining the top plate 5 to the pillar 1, the load of the beam is applied to the receiving piece 6 protruding from the pillar 1 of the top plate 5, so there is a risk that deformation such as buckling may occur in the top plate 5 at the base of the receiving piece 6. There was a problem. In particular, beam 7
If the gap between the end face of the support piece 6 and the side face of the column 1 is large, the base of the receiving piece 6 is not supported at the location of this gap, and deformation such as buckling is likely to occur. The present invention has been made in view of the above points, and it is an object of the present invention to provide a structure for joining a beam to a column, in which the beam can be joined without fear of deforming the top plate at the base of the receiving piece. This is the purpose.

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

本発明に係る柱への梁の接合構造は、柱1の上端の側面
に断面逆L型の支持金物2を配設して支持金物2の縦片
3を柱1に固定し、柱1の上端面にトッププレート5を
取り付けると共にトッププレート5に設けた受け片6を
その基部の下面を支持金物2の横片4の上面に宛てがっ
た状態で柱1の側方へ突出させ、梁7の端部を受け片6
の下側に固定してトッププレート5を介しで柱1に梁7
を接合して或ることを特徴とするものである.また本発
明にあって、支持金物2の縦片3の外面と横片4の下面
との間に補強片8を設けるのが好ましい. さらに本発明にあって、支持金物2の横片4とトッププ
レート5の受け片6の基部とをボルトナット結合するの
が好ましい。
The joining structure of a beam to a column according to the present invention is such that a support metal piece 2 having an inverted L-shaped cross section is arranged on the side surface of the upper end of a column 1, and a vertical piece 3 of the support metal piece 2 is fixed to the column 1. Attach the top plate 5 to the upper end surface, and make the receiving piece 6 provided on the top plate 5 protrude to the side of the column 1 with the lower surface of its base facing the upper surface of the horizontal piece 4 of the support hardware 2. 7 end receiving piece 6
Beam 7 is fixed to the lower side of column 1 and attached to column 1 via top plate 5.
It is characterized by joining. Further, in the present invention, it is preferable that a reinforcing piece 8 is provided between the outer surface of the vertical piece 3 of the supporting hardware 2 and the lower surface of the horizontal piece 4. Furthermore, in the present invention, it is preferable to connect the horizontal piece 4 of the support hardware 2 and the base of the receiving piece 6 of the top plate 5 with bolts and nuts.

【作 用】[For use]

本発明にあっては、トッププレート5に設けた受け片6
をその基部の下面を支持金物2の横片4の上面に宛てが
った状態で柱1の側方へ突出させるようにしているため
に、受け片6の基部を支持金物2で支持して補強するこ
とができ、受け片6の基部においてトッププレート5に
変形が生じることなく梁7を接合することができる.ま
た、支持金物2の縦片3の外面と横片4の下面との闇に
補強片8を設けることによって、支持金物2によるトッ
ププレート5の補強効果を高めることができる. さらに支持金物2の撲片4とトッププレート5の受け片
6の基部とをボルトナット結合することによって、受け
片6の基部を支持金物2を介しで柱1に固定することが
でき、柱1への梁7の接合の剛性を高めることができる
In the present invention, the receiving piece 6 provided on the top plate 5
is made to protrude to the side of the column 1 with the lower surface of its base facing the upper surface of the horizontal piece 4 of the support piece 2, so that the base of the receiving piece 6 is supported by the support piece 2. The beam 7 can be joined without deforming the top plate 5 at the base of the receiving piece 6. Further, by providing the reinforcing piece 8 between the outer surface of the vertical piece 3 of the support hardware 2 and the lower surface of the horizontal piece 4, the effect of reinforcing the top plate 5 by the support hardware 2 can be enhanced. Furthermore, by connecting the bracket 4 of the support hardware 2 and the base of the receiving piece 6 of the top plate 5 with bolts and nuts, the base of the receiving piece 6 can be fixed to the column 1 via the support metal 2. It is possible to increase the rigidity of the connection of the beam 7 to the

【実施例】【Example】

以下本発明を実施例によって詳述する.柱1は鋼材等で
断面ロ字型に形威されるものであり、上端には第3図に
示すような下面にナット13を設けた柱題板14が溶接
などで第2図(a)のように取り付けてある.支持金物
2は第4図に示す上うに縦片3と横片4とで断面逆L型
に形處してあり、縦片3の外面と横片4の下面との間に
補強片8を縦に設けてある.補強片8は第4図のように
一枚設ける他、第5図のように複数枚設けるようにして
もよい.この支持金物2は梁7を接続する箇所において
柱1の上端の側面に#s2図(b)のように取り付けら
れるものである.柱1内にはその内側面に、第6図に示
すようなナット16を設けた裏板15が配設してあり、
ボルトを支持金物2の縦片3から柱1を通して裏板15
のナット16に螺結することによって、縦片3を柱1に
固定して支持金物2の取り付けをおこなうようにしてあ
る.*た受け金兵11は縦断面横T字型に形威されるも
のであり、その基部の固定片18から柱1を通して裏板
15のナット16にボルトを螺結することによって、第
2図(b)のように支持金物2の下側位置において柱1
の側面に取り付けてある.一般に、第2図(b)の状!
!!虫で工場で組み立てられる. そして施工現場でこの柱1を立設し、柱1の上端に梁7
を接合するにあたっては、まず第2図(c)のように柱
1の上端にトッププレート5を取り付ける。トッププレ
ート5は柱頭板14のナット13にボルト止めすること
よって取り付けられるものである,このトッププレート
5には受け片6が延設してあり、受け片6は支持金物2
を取り付けた柱1の側面の側方へ突出させてある.この
ように受け片6を柱1から突出させるにあたって、受け
片6の基部の下面に支持金物2の横片4の上面が宛てが
われるようにして、受け片6の基部が支持金物2の上に
載置されるようにしてある.・この後に、断面横H字型
に形威される梁7の靖部をトッププレート5の受け片6
の下面と受け金兵11の横向きの下受け片12の上面と
の間に配設し、梁7を受け片6の下面と下受け片l2の
上面とにボルトナットで固定することによって、第1図
(a)(b)(C)に示すように、トッププレート5を
介しで梁7を柱1に接合するものである.ここで、トッ
ププレート5の受け片6の基部は支持金物2の横片4に
支持されているために、受け片6の基部に加わる梁7の
重量は支持金物2によっても受けられるものであり、支
持金物2で受け片6の基部を補強して変形が生じること
を防止することがでさるものである。特に、梁7の靖面
と柱1の側面との闇の隙闇が大きく生じていても、この
llJ1問の館所において受け片6の基部は支持金物2
で支持されているために、座屈などの変形が生じること
を防止することができる. また支持金物2の縦片3の外面と横片4の下面との闇に
補強片8を設けることによって、受け片6を支持する横
片4が下方へ変形することを補強片8で防”止し、支持
金物2による受け片6の補・強効果が低減しないように
することができるものである.図中20はトッププレー
ト5の受け片6と梁7との闇に挾み込んで取り付けられ
る受けプレートであり、梁マの側方に突出する部分に床
パネルやデッキプレートなどを載置して支持できるよう
にしてある. 尚、第1図の実施例では一対の梁7,7を柱1の対向す
る側面にそれぞれ接合するよ゛うにしたが、柱1の四面
にそれぞれ梁7を接合する場合には第7図(a)の上う
に十字型に受け片6を設けたトッププレート5を、柱1
の三面にそれぞれ巣7を接合する場合には第7図(b)
のようにT字型に受け片6を設けたトッププレート5を
、柱1の隣合う二面にそれぞれ梁7を接合する場合には
第7図(e)のようにL字型に受け片6を設けたトップ
プレート5を用いるものである.このようにトッププレ
ート5に設ける受け片6の個数が変わってち、それぞれ
の受け片6の基部を支持金物2で支持しているために、
受け片6の個数に応じて方向性を持たせた柱1を用いる
ような必要がなくなり、柱1の種類を少なくすることが
できる.第7図においてボルトナット結合する箇所を士
印で示す.第8図は本発明の他の実施例を示すものであ
り、このものでは受け金i4:11として第9図に示す
ようなT字型に受けリプ17を設けたものを用い、梁7
の下部の靖面をこの受けリプ17に当接させると共に必
要に応じて梁7のこの端面を受けリプ17の端面とを溶
接して梁7の端部の下部を受け金i!4:11に取り付
けるようにしである.第10図は本発明のさらに他の実
施例を示すものであり、このものでは支持金物2の横片
4とトッププレート5の受け片6の基部とをボルトナッ
ト21で結合することによって、受け片6の基部が支持
金物2を介しで柱1に結合固定されるようにしてある.
このように受け片6の基部を支持會物2を介しで柱1に
結合固定すると、受け片6をボルトナット21で柱1に
結合させる箇所と果7を受け片6にボルトナット22で
結合する箇所との間隔lが短くなり、柱1への梁7の接
合の剛性を高めることができるものである.
The present invention will be explained in detail below using examples. The column 1 is made of steel or the like and has a rectangular cross section, and a column title plate 14 with a nut 13 on the underside as shown in FIG. 3 is attached to the upper end by welding or the like as shown in FIG. 2(a). It is installed like this. The supporting hardware 2 has a vertical piece 3 and a horizontal piece 4, and is shaped into an inverted L-shape in cross section as shown in FIG. It is set vertically. In addition to providing one reinforcing piece 8 as shown in FIG. 4, a plurality of reinforcing pieces 8 may be provided as shown in FIG. This supporting hardware 2 is attached to the side surface of the upper end of the column 1 at the point where the beam 7 is connected, as shown in Figure #s2 (b). Inside the column 1, a back plate 15 provided with a nut 16 as shown in FIG. 6 is disposed on its inner surface.
Pass the bolt from the vertical piece 3 of the support hardware 2 to the column 1 and insert it into the back plate 15.
By screwing it into the nut 16, the vertical piece 3 is fixed to the column 1, and the supporting hardware 2 is attached. *The Taukekinhei 11 is shaped like a T-shape in vertical section and horizontally, and by screwing a bolt from the fixed piece 18 at its base through the column 1 to the nut 16 on the back plate 15, As shown in (b), the pillar 1 is placed at the lower position of the support hardware 2.
It is attached to the side of the In general, the condition shown in Figure 2(b)!
! ! It is assembled in a factory using insects. Then, this column 1 is erected at the construction site, and the beam 7 is placed at the top of column 1.
To join the columns, first attach the top plate 5 to the upper end of the column 1 as shown in FIG. 2(c). The top plate 5 is attached by bolting to the nut 13 of the capital plate 14.A receiving piece 6 extends from the top plate 5, and the receiving piece 6 is attached to the supporting metal fitting 2.
It is made to protrude laterally from the side of pillar 1 to which it is attached. In making the receiving piece 6 protrude from the pillar 1 in this way, the upper surface of the horizontal piece 4 of the supporting hardware 2 is placed on the lower surface of the base of the receiving piece 6, and the base of the receiving piece 6 is placed above the supporting hardware 2. It is arranged so that it is placed on the .・After this, attach the bolt part of the beam 7, which has a horizontal H-shaped cross section, to the receiving piece 6 of the top plate 5.
The beam 7 is arranged between the lower surface and the upper surface of the horizontal lower receiving piece 12 of the receiving metal member 11, and is fixed to the lower surface of the receiving piece 6 of the beam 7 and the upper surface of the lower receiving piece l2 with bolts and nuts. As shown in Figures 1 (a), (b), and (C), a beam 7 is connected to a column 1 via a top plate 5. Here, since the base of the receiving piece 6 of the top plate 5 is supported by the horizontal piece 4 of the supporting piece 2, the weight of the beam 7 applied to the base of the receiving piece 6 can also be received by the supporting piece 2. It is possible to prevent deformation by reinforcing the base of the receiving piece 6 with the supporting hardware 2. In particular, even if there is a large gap between the free surface of the beam 7 and the side surface of the column 1, the base of the receiving piece 6 is
This prevents deformation such as buckling from occurring. Furthermore, by providing a reinforcing piece 8 between the outer surface of the vertical piece 3 of the support hardware 2 and the lower surface of the horizontal piece 4, the reinforcing piece 8 prevents the horizontal piece 4 that supports the receiving piece 6 from deforming downward. It is possible to prevent the reinforcement and reinforcing effect of the receiving piece 6 by the supporting hardware 2 from being reduced. In the figure, 20 is inserted between the receiving piece 6 of the top plate 5 and the beam 7. It is a receiving plate that can be attached, and is designed so that floor panels, deck plates, etc. can be placed and supported on the side protruding parts of the beams.In the embodiment shown in Fig. 1, a pair of beams 7, 7 However, if the beams 7 are to be connected to each of the four sides of the column 1, a top with a cross-shaped receiving piece 6 as shown in FIG. 7(a) is used. Plate 5, column 1
When the nest 7 is joined to each of the three sides of the
When connecting the top plate 5 with a T-shaped receiving piece 6 as shown in FIG. This uses a top plate 5 provided with 6. Since the number of receiving pieces 6 provided on the top plate 5 changes in this way, and the base of each receiving piece 6 is supported by the supporting hardware 2,
There is no need to use columns 1 with directionality depending on the number of receiving pieces 6, and the types of columns 1 can be reduced. In Figure 7, the locations where bolts and nuts are connected are indicated by marks. FIG. 8 shows another embodiment of the present invention, in which a T-shaped receiving lip 17 as shown in FIG. 9 is used as the receiving plate i4:11, and the beam 7 is
The lower bolt surface of the beam 7 is brought into contact with this receiving lip 17, and if necessary, this end face of the beam 7 is welded to the end face of the receiving lip 17, so that the lower part of the end of the beam 7 is brought into contact with the receiving lip 17. It is set to be installed at 4:11. FIG. 10 shows still another embodiment of the present invention, in which the horizontal piece 4 of the support metal fitting 2 and the base of the receiving piece 6 of the top plate 5 are connected with bolts and nuts 21 to form a receiving part. The base of the piece 6 is connected and fixed to the column 1 via the support metal 2.
When the base of the receiving piece 6 is connected and fixed to the pillar 1 through the support member 2 in this way, the part where the receiving piece 6 is connected to the pillar 1 with the bolt and nut 21 and the end 7 are connected to the receiving piece 6 with the bolt and nut 22. The distance l between the beam 7 and the column 1 can be shortened, and the rigidity of the connection of the beam 7 to the column 1 can be increased.

【発明の効果】【Effect of the invention】

上述のように本発明にあっては、柱の上端の側面に断面
逆L型の支持金物を配設して支持金物の樅片を柱に固定
し、柱の上端面にトッププレートを取り付けると共にト
ッププレートに設けた受け片をその基部の下面を支持金
物の横片の上に宛てがった状態で柱の側方へ突出させる
ようにしたので、受け片の基部を支持金物の横片で支持
して補強することができ、受け片の基部においてトップ
プレートに座屈などの変形が生じるようなおそれなくト
ッププレートを介しで梁を柱に接合することができるも
のである. また、支持金物の縦片の外面と横片の下面との闇に補強
片を設けることによって、受け片を支持する横片が下方
へ変形することを補強片で防止することができ、支持金
物よるトッププレートの補強効果を高めることができる
ものである.さらに支持金物の横片とトッププレートの
受け片の基部とをボルトナット結合することによって、
受け片の基部を支持金物を介しで柱に固定することがで
き、梁の接合の剛性を高めることができものである.
As described above, in the present invention, a support metal piece having an inverted L-shaped cross section is arranged on the side surface of the upper end of the column, a fir piece of the support metal piece is fixed to the column, and a top plate is attached to the upper end surface of the column. Since the receiving piece provided on the top plate is made to protrude to the side of the column with the lower surface of its base facing above the horizontal piece of the supporting metal piece, the base of the receiving piece can be placed on the horizontal piece of the supporting metal piece. It can be supported and reinforced, and the beam can be connected to the column via the top plate without fear of buckling or other deformation of the top plate at the base of the receiving piece. In addition, by providing a reinforcing piece between the outer surface of the vertical piece of the support metal piece and the lower surface of the horizontal piece, the reinforcing piece can prevent the horizontal piece that supports the receiving piece from deforming downward, and the support metal piece can be prevented from deforming downward. This can enhance the reinforcing effect of the top plate. Furthermore, by connecting the horizontal piece of the support hardware and the base of the receiving piece of the top plate with bolts and nuts,
The base of the receiving piece can be fixed to the column via supporting hardware, increasing the rigidity of the beam joint.

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

W41図(a)(b)(c)は本発明の一実施例の正面
図と側面図と平面図、第2図(a)(b)(e)は同上
の組み立ての手順を示す正面図、第3図(a)(b)は
同上の柱頭板の平面図と正面図、第4図(a)(b)は
同上の支持金物の一例の正面図と側面図、第5図(a)
(b)は同上の支持金物の他例の正面図と側面図、第6
図は同上の裏板の斜視図、第7図(a)(b)(c)は
それぞれ同上の各種のトッププレートの平面図、第8図
(a)(b)は本発明の他の実施例の正面図と平面図、
第9図(a)(b)は同上に用いる受け金共の正面図と
側面図、第10図は本発明の更に他の実施例の拡大した
正面図、第11図は従来例の正面図である. 1は柱、2は支持金物、3は縦片、4は横片、5はトッ
ププレート、 6は受け片、 7は梁、 補強片である.
Figures W41 (a), (b), and (c) are a front view, a side view, and a plan view of an embodiment of the present invention, and Figures 2 (a), (b), and (e) are front views showing the assembly procedure of the same. , FIGS. 3(a) and 3(b) are a plan view and a front view of the capital plate of the same as above, FIGS. )
(b) is a front view and a side view of another example of the same support metal fittings, No. 6
The figure is a perspective view of the back plate same as above, FIGS. 7(a), (b), and (c) are plan views of various top plates same as above, respectively, and FIGS. 8(a) and (b) are other embodiments of the present invention. Example front and top views,
9(a) and 9(b) are front and side views of the receiver used in the above, FIG. 10 is an enlarged front view of still another embodiment of the present invention, and FIG. 11 is a front view of the conventional example. It is. 1 is a column, 2 is a support piece, 3 is a vertical piece, 4 is a horizontal piece, 5 is a top plate, 6 is a receiving piece, 7 is a beam, and a reinforcing piece.

Claims (3)

【特許請求の範囲】[Claims] (1)柱の上端の側面に断面逆L型の支持金物を配設し
て支持金物の縦片を柱に固定し、柱の上端面にトッププ
レートを取り付けると共にトッププレートに設けた受け
片をその基部の下面を支持金物の横片の上に宛てがった
状態で柱の側方へ突出させ、梁の端部を受け片の下側に
固定してトッププレートを介しで柱に梁を接合して成る
ことを特徴とする柱への梁の接合構造。
(1) A supporting metal piece with an inverted L-shaped cross section is installed on the side surface of the top end of the column, the vertical piece of the support metal piece is fixed to the pillar, and a top plate is attached to the top surface of the pillar, and the receiving piece provided on the top plate is The lower surface of the base is placed on the horizontal piece of the support hardware, and it protrudes to the side of the column, and the end of the beam is fixed to the underside of the receiving piece, and the beam is attached to the column via the top plate. A beam-to-column joint structure characterized by being joined together.
(2)支持金物の縦片の外面と横片の下面との間に補強
片を設けて成ることを特徴とする請求項1に記載の柱へ
の梁の接合構造。
(2) The structure for joining a beam to a column according to claim 1, characterized in that a reinforcing piece is provided between the outer surface of the vertical piece and the lower surface of the horizontal piece of the supporting hardware.
(3)支持金物の横片とトッププレートの受け片の基部
とをボルトナット結合して成ることを特徴とする請求項
1又は2に記載の柱への梁の接合構造。
(3) The structure for joining a beam to a column according to claim 1 or 2, characterized in that the horizontal piece of the support metal piece and the base of the receiving piece of the top plate are connected with bolts and nuts.
JP16566389A 1989-03-29 1989-06-28 Beam-to-column connection structure Expired - Lifetime JPH0726438B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16566389A JPH0726438B2 (en) 1989-03-29 1989-06-28 Beam-to-column connection structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP7739789 1989-03-29
JP1-77397 1989-03-29
JP16566389A JPH0726438B2 (en) 1989-03-29 1989-06-28 Beam-to-column connection structure

Publications (2)

Publication Number Publication Date
JPH0317327A true JPH0317327A (en) 1991-01-25
JPH0726438B2 JPH0726438B2 (en) 1995-03-22

Family

ID=26418490

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16566389A Expired - Lifetime JPH0726438B2 (en) 1989-03-29 1989-06-28 Beam-to-column connection structure

Country Status (1)

Country Link
JP (1) JPH0726438B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569188A (en) * 2015-03-25 2016-05-11 福州大学 Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569188A (en) * 2015-03-25 2016-05-11 福州大学 Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof

Also Published As

Publication number Publication date
JPH0726438B2 (en) 1995-03-22

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