JPH0726437B2 - Beam-to-column connection structure - Google Patents
Beam-to-column connection structureInfo
- Publication number
- JPH0726437B2 JPH0726437B2 JP1165662A JP16566289A JPH0726437B2 JP H0726437 B2 JPH0726437 B2 JP H0726437B2 JP 1165662 A JP1165662 A JP 1165662A JP 16566289 A JP16566289 A JP 16566289A JP H0726437 B2 JPH0726437 B2 JP H0726437B2
- Authority
- JP
- Japan
- Prior art keywords
- piece
- receiving
- pillar
- top plate
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000002184 metal Substances 0.000 claims description 15
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
本発明は、柱の上端部に梁の端部を接合させる構造に関
するものでる。The present invention relates to a structure in which an end of a beam is joined to an upper end of a column.
鉄骨住宅などにおいて、梁5を柱1の上端に接続するに
あたっては第7図のようにしておこなわれている。すな
わち、柱1の上端面に固着した柱頭プレート2の上にト
ッププレート3をボルト止めして取り付け、トッププレ
ート3に延設した受け片4を柱1の外側方へ突出させ、
さらに受け片4の下側において柱1の側面に受け金具11
を取り付け、梁5の端部をトッププレート3の受け片4
と受け金具11の下受け片12との間に配設して、受け片4
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。In a steel-framed house or the like, the beam 5 is connected to the upper end of the column 1 as shown in FIG. That is, the top plate 3 is mounted by bolting on the stigma plate 2 fixed to the upper end surface of the pillar 1, and the receiving piece 4 extending to the top plate 3 is projected to the outside of the pillar 1,
Further, on the lower side of the receiving piece 4, on the side surface of the pillar 1, the receiving metal fitting 11
And attach the end of the beam 5 to the receiving piece 4 of the top plate 3.
Between the lower bracket 12 and the lower bracket 12 of the bracket 11,
And the lower receiving piece 12 are fixed to each other by bolts and nuts and connected.
しかしこのようにトッププレート3を介して梁5を柱1
に接合するにあたって、トッププレート3に延出して設
けた受け片4には梁5の荷重が加わるために、柱1から
突出する受け片4の基部の部分(第7図にイ矢印で示
す)において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。すなわち、受け金具11はその基部の固
定片18をボルト止め等することによって柱1の側面に取
り付けられるものであり、受け金具11の下受け片12の上
に梁5の端部を接続するに際して、固定片18が柱1と梁
5の端面との間に介在されて隙間Gが柱1と梁5の端面
との間に生じることになり、この隙間Gの箇所において
は受け片4の基部は支持されていないために、受け片4
にはその基部の部分で梁5の荷重によって座屈などの変
形が生じるのである。 本発明は上記の点に鑑みて為されたものであり、柱と梁
の間に隙間があってもトッププレートの受け片に変形が
生じるようなおそれなく、柱に梁を強固に接合すること
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。However, in this way, the beam 5 is connected to the pillar 1 through the top plate 3.
At the time of joining to the top plate 3, since the load of the beam 5 is applied to the receiving piece 4 provided extending to the top plate 3, the base portion of the receiving piece 4 protruding from the column 1 (shown by an arrow a in FIG. 7). However, there is a problem that deformation such as buckling may occur. That is, the receiving metal fitting 11 is attached to the side surface of the column 1 by bolting a fixing piece 18 at the base thereof, and when the end portion of the beam 5 is connected to the lower receiving piece 12 of the receiving metal fitting 11. The fixing piece 18 is interposed between the pillar 1 and the end surface of the beam 5, and a gap G is generated between the pillar 1 and the end surface of the beam 5, and the base portion of the receiving piece 4 is located at this gap G. Is not supported, the receiving piece 4
At the base of the shaft, deformation such as buckling occurs due to the load of the beam 5. The present invention has been made in view of the above points, and firmly joins a beam to a column without fear that the receiving piece of the top plate will be deformed even if there is a gap between the column and the beam. It is an object of the present invention to provide a joint structure of a beam to a column which can be formed.
本発明に係る柱への梁の接合構造は、柱1の上端面に柱
頭プレート2を取り付けると共に柱頭プレート2に柱1
の側面から外方へ突出する突出片2aを延設し、この柱頭
プレート2の上面にトッププレート3を取り付け、トッ
ププレート3に延設した受け片4を突出片2aの上面に重
ねると共に突出片2aの先端よりも柱1の外側方へ突出さ
せ、受け片4と突出片2aの重ね合わせ部分をボルトナッ
ト結合し、トッププレート3の受け片4の下方において
柱1の側面に受け金具12を取り付け、梁5の端部を受け
片4と受け金具12との間に配設すると共に梁5の端部を
受け片4と受け金具12にそれぞれ結合して成ることを特
徴とするものである。The beam-to-column connection structure according to the present invention is configured such that the stigma plate 2 is attached to the upper end surface of the pillar 1 and the stigma plate 2 is attached to the pillar 1
A projecting piece 2a projecting outward from the side surface of the projecting piece, the top plate 3 is attached to the upper surface of the stigma plate 2, and the receiving piece 4 extending to the top plate 3 is superposed on the upper surface of the projecting piece 2a and the projecting piece 2a is projected to the outer side of the pillar 1 from the tip of the 2a, the overlapping portion of the receiving piece 4 and the protruding piece 2a is bolt-nut coupled, and the receiving metal fitting 12 is provided on the side surface of the pillar 1 below the receiving piece 4 of the top plate 3. It is characterized in that the end portion of the beam 5 is arranged between the receiving piece 4 and the receiving metal fitting 12, and the end portion of the beam 5 is connected to the receiving piece 4 and the receiving metal fitting 12, respectively. .
本発明にあっては、柱頭プレート2に柱1の側面から外
方へ突出する突出片2aを延設し、この柱頭プレート2の
上面にトッププレート3を取り付け、トッププレート3
に延設した受け片4を突出片2aの上面に重ねると共に突
出片2aの先端よりも柱1の外側方へ突出させ、受け片4
と突出片2aの重ね合わせ部分をボルトナット結合してあ
るために、受け片4の柱1から突出する基部を柱頭プレ
ート2の突出片2aで支持して補強することができ、受け
片4の柱1からの突出する部分の基部において座屈など
の変形が生じることなく柱1に梁5を接合することがで
きる。In the present invention, the projecting piece 2a projecting outward from the side surface of the pillar 1 is provided on the stigma plate 2, the top plate 3 is attached to the upper surface of the stigma plate 2, and the top plate 3
The receiving piece 4 extended to the upper side of the projecting piece 2a and projecting outwardly of the pillar 1 beyond the tip of the projecting piece 2a.
Since the overlapping portion of the projecting piece 2a and the projecting piece 2a is bolt-nut coupled, the base part projecting from the column 1 of the receiving piece 4 can be supported and reinforced by the projecting piece 2a of the stigma plate 2, and The beam 5 can be joined to the pillar 1 without causing deformation such as buckling at the base of the portion protruding from the pillar 1.
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成されるものであり、上
端面には柱頭プレート2が溶接などで第2図に示すよう
に取り付けてある。この柱頭プレート2の上面にトップ
プレート3を重ねてボルト13止めして固定することによ
って、柱1の上端にトッププレート3を取り付けるもの
である。トッププレート3には柱1に梁5を接合する箇
所において受け片4が一体に延設してあり、柱1の4面
にそれぞれ梁5を接合する場合には第3図(a)のよう
に四片の受け片4を設けたトッププレート3を、柱1の
3面にそれぞれ梁5を接合する場合には第3図(b)の
ように三片の受け片4を設けたトッププレート3を、柱
1の2面にそれぞれ梁5を接合する場合には第3図
(c)のように二片の受け片4を設けたトッププレート
3を用いるものであり、さらに柱1の1面にのみ梁5を
接合する場合には第1図(b)に示されるように一片の
みの受け片4を設けたトッププレート3を用いるもので
ある。そしてトッププレート3に延設した受け片4に対
応する辺において柱頭プレート2の端部には突出片2aが
延出して形成してあり、この突出片2aは柱1の側面より
も外方へ突出させてある。そしてトッププレート3から
延出される受け片4はこの突出片2aの上面に重ねて支持
されるようにしてあり、受け片4は突出片2aの先端より
もさらに柱1の外側方へ突出させるようにしてある。こ
の受け片4の突出片2aに重ねた部分は突出片2aにボルト
ナット14によって結合してある。尚、第2図、第3図及
び第5図、第6図においてボルトを通すための孔の箇所
を+印で示してある。 また、受け金具11は固定片18に下受け片12を突出させて
断面横T字型に形成されるものであり、柱1内にその内
側面においてナット(図示省略)を設けた裏板15を配設
し、ボルト13を固定片18から柱1を通して裏板15のナッ
トに螺結することによって、トッププレート3の受け片
4が突出する箇所の下側位置において、受け金具11を柱
1の外側面に取り付けてある。 そして施工現場において立設されたこの柱1の上端部に
梁5を接合するにあたっては、断面横H字型に形成され
る梁5の端部をトッププレート3の受け片4の下面と受
け金具11の横向きの下受け片12の上面との間に配設し、
梁5の上フランジ16を受け片4の下面に、下フランジ17
を下受け片12の上面にそれぞれがボルトナット14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3及び受け金具11を介して梁5を
柱1に接合するものである。ここで、受け金具11の固定
片18が柱1と梁5の端面との間に介在されるために隙間
Gが柱1と梁5の端面との間に生じることになるが、こ
の隙間Gの箇所においてトッププレート3の受け片4の
柱1の側面から突出する基部は柱頭プレート2の突出片
2aに支持されているために、受け片4に加わる梁5の重
量は柱頭プレート2の突出片2aによっても受けられるも
のであり、受け片4の基部を補強して座屈などの変形が
生じることを防止することができるものである。また、
柱頭プレート2の突出片2aと受け片4とをボルトナット
14で結合してあるために、受け片4の柱1の側面から突
出する基部を柱頭プレート2を介して柱1に結合固定す
ることができるものであり、受け片4をボルトナット14
で柱1に結合させる箇所と梁5を受け片4にボルトナッ
ト14で結合する箇所との間隔lが短くなり、柱1への梁
5の接合の剛性を高めることができるものである。第1
図中20は梁5の上フランジ16と受け片4との間及び下フ
ランジ17と下受け片12との間に挟み込んで取り付けられ
る受けプレートであり、第1図(b)(c)のように梁
5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。 上記第1図乃至第3図の実施例では、第1図(a)
(b)のように柱頭プレート2にボルト13によってトッ
ププレート3を固着するようにしたが、このものでは柱
1の真上にボルト13の頭が突出して柱1の真上において
トッププレート3の上面に他の部材を溶接等して取り付
けることができない。そこで、第4図乃至第6図の実施
例のように、柱頭プレート2の柱1の側面から突出する
突出片2aの箇所に受け片4の基部をボルトナット14で結
合する手段を、柱頭プレート2の上面へのトッププレー
ト3の固着手段とすれば、柱1の真上にボルトの頭が突
出するようなことがなく、柱1の真上においてトッププ
レート3の上面に他の部材を溶接等して取り付けること
が可能になって各種の接合の対応ができるものである。
尚、この実施例では第6図に示すように柱頭プレート2
の四辺の端縁にそれぞれ突出片2aを設けることによっ
て、トッププレート3の受け片4の本数が変わっても一
種の柱頭プレート2で対応できるようにしてある。Hereinafter, the present invention will be described in detail with reference to examples. The column 1 is made of steel or the like and has a square cross-section, and a stigma plate 2 is attached to the upper end surface by welding or the like as shown in FIG. The top plate 3 is attached to the upper end of the column 1 by stacking the top plate 3 on the upper surface of the stigma plate 2 and fixing the top plate 3 with bolts 13. A receiving piece 4 is integrally extended on the top plate 3 at a position where the beam 5 is joined to the pillar 1. When the beams 5 are respectively joined to the four surfaces of the column 1, as shown in FIG. 3 (a). A top plate 3 provided with four receiving pieces 4 and a top plate 3 provided with three receiving pieces 4 as shown in FIG. 3B when the beams 5 are respectively joined to the three surfaces of the pillar 1. 3 is used to join the beams 5 to the two surfaces of the pillar 1, the top plate 3 provided with the two receiving pieces 4 as shown in FIG. 3 (c) is used. When the beam 5 is joined only to the surface, the top plate 3 provided with only one receiving piece 4 is used as shown in FIG. 1 (b). A projecting piece 2a is formed so as to extend at the end of the stigma plate 2 at the side corresponding to the receiving piece 4 extending to the top plate 3, and this projecting piece 2a extends outward from the side surface of the column 1. It is projected. The receiving piece 4 extending from the top plate 3 is supported so as to be superposed on the upper surface of the projecting piece 2a, so that the receiving piece 4 projects further outward of the column 1 than the tip of the projecting piece 2a. I am doing it. The portion of the receiving piece 4 overlapping the protruding piece 2a is connected to the protruding piece 2a by a bolt nut 14. Incidentally, in FIGS. 2, 3, 5, 5 and 6, the holes for passing the bolts are indicated by + marks. In addition, the receiving metal fitting 11 is formed by protruding the lower receiving piece 12 from the fixed piece 18 and is formed in a T-shaped cross section. The back plate 15 has a nut (not shown) provided on the inner surface of the pillar 1. And the bolts 13 are screwed from the fixing pieces 18 through the pillars 1 to the nuts of the back plate 15, so that the receiving metal fittings 11 are attached to the pillars 1 at the positions below the receiving pieces 4 of the top plate 3 protruding. It is attached to the outer surface of. When joining the beam 5 to the upper end of the pillar 1 erected at the construction site, the end of the beam 5 formed in a horizontal H-shape in cross section is attached to the lower surface of the receiving piece 4 of the top plate 3 and the receiving metal fitting. It is arranged between the upper side of the lateral lower receiving piece 12 of 11,
On the lower surface of the receiving piece 4 of the upper flange 16 of the beam 5, the lower flange 17
By fixing each of them to the upper surface of the lower receiving piece 12 with bolts and nuts 14, as shown in FIGS. 1 (a), (b) and (c), the beam 5 is pillared via the top plate 3 and the receiving metal fitting 11. It joins to 1. Here, since the fixing piece 18 of the receiving metal fitting 11 is interposed between the pillar 1 and the end surface of the beam 5, a gap G is generated between the pillar 1 and the end surface of the beam 5, but this gap G At the location of, the base protruding from the side surface of the pillar 1 of the receiving piece 4 of the top plate 3 is the protruding piece of the stigma plate 2.
Since it is supported by 2a, the weight of the beam 5 added to the receiving piece 4 is also received by the projecting piece 2a of the stigma plate 2, and the base portion of the receiving piece 4 is reinforced to cause deformation such as buckling. It is possible to prevent this. Also,
Connect the protruding piece 2a of the stigma plate 2 and the receiving piece 4 with bolts and nuts.
Since they are connected by means of 14, the base portion projecting from the side surface of the pillar 1 of the receiving piece 4 can be connected and fixed to the pillar 1 via the stake plate 2, and the receiving piece 4 can be fixed by bolts and nuts.
The interval l between the portion to be connected to the pillar 1 and the portion to be connected to the beam 5 by the bolt nut 14 is shortened, and the rigidity of the connection of the beam 5 to the pillar 1 can be increased. First
Reference numeral 20 in the drawing denotes a receiving plate which is attached by being sandwiched between the upper flange 16 of the beam 5 and the receiving piece 4 and between the lower flange 17 and the lower receiving piece 12, as shown in FIG. 1 (b) (c). In addition, a floor panel, a deck plate, or the like can be placed and supported on a portion of the beam 5 that projects laterally. In the embodiment shown in FIGS. 1 to 3, FIG.
As shown in (b), the top plate 3 is fixed to the stigma plate 2 with the bolts 13. However, in this structure, the heads of the bolts 13 project directly above the pillars 1 and the top plate 3 of the top plate 3 is located directly above the pillars 1. Other members cannot be attached to the upper surface by welding or the like. Therefore, as in the embodiment shown in FIGS. 4 to 6, a means for connecting the base of the receiving piece 4 with the bolt nuts 14 to the location of the projecting piece 2a projecting from the side surface of the column 1 of the stigma plate 2 is used. If the means for fixing the top plate 3 to the upper surface of 2 is used, the head of the bolt does not project directly above the pillar 1, and another member is welded to the upper surface of the top plate 3 directly above the pillar 1. It becomes possible to attach by doing so, and various kinds of joining can be dealt with.
In this embodiment, as shown in FIG.
By providing the projecting pieces 2a on the four edges of each of the four sides, even if the number of the receiving pieces 4 of the top plate 3 changes, a kind of stigma plate 2 can deal with it.
上述のように本発明にあっては、柱頭プレートに柱の側
面から外方へ突出する突出片を延設し、この柱頭プレー
トの上面にトッププレートを取り付け、トッププレート
に延設した受け片を突出片の上面に重ねると共に突出片
の先端よりも柱の外側方へ突出させ、受け片と突出片の
重ね合わせ部分をボルトナット結合するようにしたの
で、受け片の柱から突出する基部を柱頭プレートの突出
片で支持して補強することができるものであり、柱と梁
との間に隙間があっても、受け片の柱から突出する部分
の基部において座屈などの変形が生じることなくトップ
プレートを介して柱に梁を強固に接合することができる
ものである。As described above, in the present invention, the projecting piece that projects outward from the side surface of the column is extended to the stigma plate, the top plate is attached to the upper surface of this stigma plate, and the receiving piece extended to the top plate is provided. Since it overlaps with the upper surface of the projecting piece and projects further outward than the tip of the projecting piece, and the overlapping part of the receiving piece and the projecting piece is bolt-nut coupled, the base part projecting from the column of the receiving piece is stigma. Even if there is a gap between the pillar and the beam, it can be supported and reinforced by the protruding piece of the plate, without causing deformation such as buckling at the base of the part of the receiving piece protruding from the pillar. The beam can be firmly joined to the column via the top plate.
第1図(a)(b)(c)は本発明の一実施例の正面図
と平面図と側面図、第2図は同上の縮小した分解斜視
図、第3図(a)(b)(c)は同上の各態様の縮小し
た平面図、第4図(a)(b)(c)は本発明の他の実
施例の正面図と平面図と側面図、第5図は同上の縮小し
た分解斜視図、第6図(a)(b)(c)は同上の各態
様の縮小した平面図、第7図は従来例の正面図である。 1は柱、2は柱頭プレート、2aは柱頭プレートの突出
片、3はトッププレート、4は受け片、5は梁、12は受
け金具である。1 (a) (b) (c) are a front view, a plan view and a side view of an embodiment of the present invention, FIG. 2 is a reduced exploded perspective view of the same, and FIGS. 3 (a) (b). (C) is a reduced plan view of each aspect of the above, FIGS. 4 (a), (b) and (c) are front views, plan views and side views of another embodiment of the present invention, and FIG. A reduced exploded perspective view, FIGS. 6 (a), (b) and (c) are reduced plan views of the above respective aspects, and FIG. 7 is a front view of a conventional example. Reference numeral 1 is a pillar, 2 is a stigma plate, 2a is a protruding piece of the stigma plate, 3 is a top plate, 4 is a receiving piece, 5 is a beam, and 12 is a receiving metal fitting.
Claims (1)
共に柱頭プレートに柱の側面から外方へ突出する突出片
を延設し、この柱頭プレートの上面にトッププレートを
取り付け、トッププレートに延設した受け片を突出片の
上面に重ねると共に突出片の先端よりも柱の外側方へ突
出させ、受け片と突出片の重ね合わせ部分をボルトナッ
ト結合し、トッププレートの受け片の下方において柱の
側面に受け金具を取り付け、梁の端部を受け片と受け金
具との間に配設すると共に梁の端部を受け片と受け金具
にそれぞれ結合して成ることを特徴とする柱への梁の接
合構造。1. A stigma plate is attached to an upper end surface of a pillar, and a projecting piece projecting outward from a side surface of the pillar is extended to the stigma plate, and a top plate is attached to an upper surface of the stigma plate and extended to the top plate. The receiving piece is placed on the upper surface of the projecting piece and is projected further outward than the tip of the projecting piece, and the overlapping part of the receiving piece and the projecting piece is connected with a bolt and nut. A beam for a pillar, characterized in that a receiving metal fitting is attached to a side surface, the end portion of the beam is arranged between the receiving piece and the receiving metal fitting, and the end portion of the beam is connected to the receiving piece and the receiving metal fitting, respectively. Joint structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1165662A JPH0726437B2 (en) | 1989-06-28 | 1989-06-28 | Beam-to-column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1165662A JPH0726437B2 (en) | 1989-06-28 | 1989-06-28 | Beam-to-column connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0333335A JPH0333335A (en) | 1991-02-13 |
| JPH0726437B2 true JPH0726437B2 (en) | 1995-03-22 |
Family
ID=15816632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1165662A Expired - Lifetime JPH0726437B2 (en) | 1989-06-28 | 1989-06-28 | Beam-to-column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0726437B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102920690B1 (en) * | 2021-02-17 | 2026-01-29 | 심슨 스트롱-타이 컴퍼니, 인크. | Moment frames for pitched roof structures |
-
1989
- 1989-06-28 JP JP1165662A patent/JPH0726437B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0333335A (en) | 1991-02-13 |
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