JPH04306335A - Structure for jointing part between column and beam - Google Patents
Structure for jointing part between column and beamInfo
- Publication number
- JPH04306335A JPH04306335A JP7094691A JP7094691A JPH04306335A JP H04306335 A JPH04306335 A JP H04306335A JP 7094691 A JP7094691 A JP 7094691A JP 7094691 A JP7094691 A JP 7094691A JP H04306335 A JPH04306335 A JP H04306335A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- plate
- column
- square steel
- steel pipe
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 239000002184 metal Substances 0.000 description 5
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】この発明は長方形断面の角鋼管柱
とH形鋼梁との接合部構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to a joint structure between a square steel pipe column having a rectangular cross section and an H-shaped steel beam.
【0002】0002
【発明が解決しようとする課題】発明者は先に長方形断
面の角鋼管柱を使用し、その柱を壁内に納めて室内に柱
型の突出しない建築構造を開発した。[Problems to be Solved by the Invention] The inventor has previously developed an architectural structure in which a square steel pipe column with a rectangular cross section is used and the column is housed within a wall so that the column does not protrude into the room.
【0003】その構造において桁行方向の柱間の梁また
は桁としてH形鋼を使用することにしたが梁の上下フラ
ンジ面または梁の上フランジ面から柱との接合金物が突
出しない構造が要望された。すなわち床または天井の納
まりから梁の上面または下面から突出部がないことが好
ましい。そしてこの発明は前記要望に対処すべく開発し
たものである。[0003] In this structure, it was decided to use H-beam steel as the beam or girder between the columns in the girder direction, but there was a demand for a structure in which the metal fittings connected to the column did not protrude from the upper and lower flange surfaces of the beam or from the upper flange surface of the beam. Ta. That is, it is preferable that there is no protrusion from the upper or lower surface of the beam from the floor or ceiling fitting. This invention has been developed to meet the above demand.
【0004】0004
【課題を解決するための手段】この発明はH形鋼梁のフ
ランジとウエブとの内隅角部に接合部材を配し、角鋼管
柱の長辺の側面と接合部材側面に跨って接合板を配し、
その接合板と角鋼管柱および接合板と接合部材とH形鋼
梁とをボルト、ナットにより固着してある長方形断面の
角鋼管柱とH形鋼梁との接合部構造である。[Means for Solving the Problems] This invention provides a joint member at the inner corner between the flange and the web of an H-shaped steel beam, and a joint plate that extends over the long side of the square steel pipe column and the side of the joint member. Arranged,
This is a joint structure of a square steel pipe column and an H-shaped steel beam with a rectangular cross section, in which the joint plate, the square steel pipe column, the joint plate, the joint member, and the H-shaped steel beam are fixed with bolts and nuts.
【0005】[0005]
【実施例】図1〜6に示す実施例において、角鋼管柱1
は長方形断面であり、この角鋼管柱1の短辺の側面に突
合せ状態にH形鋼梁2が接合されるものである。[Example] In the example shown in Figs. 1 to 6, the square steel pipe column 1
has a rectangular cross section, and an H-shaped steel beam 2 is joined to the short side of the square steel pipe column 1 in a butt state.
【0006】H形鋼梁2のフランジとウエブとの内隅角
部には、その隅角部の面に沿った形状をなす接合部材3
を上下、両側面にそれぞれ配置する。At the inner corner between the flange and the web of the H-shaped steel beam 2, there is a joining member 3 having a shape that follows the surface of the corner.
Place them on the top, bottom, and both sides.
【0007】また角鋼管柱1の長辺の側面と前記接合部
材側面に跨って図1〜5に示すように十字状または図6
に示すように長方形状をなす接合板4を配し、その接合
板4と角鋼管柱1とは長ボルト、または短ボルトとナッ
トによるボルトナット5により固着する。なお長ボルト
を使用する場合、角鋼管柱1内に充填部材を挿入してお
く。また接合板4と接合部材3、H形鋼梁2のウエブを
貫通して長ボルトナットにより固着してある。[0007] Furthermore, a cross shape as shown in FIGS. 1 to 5 or a cross shape as shown in FIG.
As shown in the figure, a rectangular joint plate 4 is arranged, and the joint plate 4 and the square steel pipe column 1 are fixed by bolts and nuts 5 made of long bolts or short bolts and nuts. Note that when using long bolts, a filling member is inserted into the square steel pipe column 1. Further, the joint plate 4, the joint member 3, and the web of the H-shaped steel beam 2 are penetrated and fixed by long bolts and nuts.
【0008】接合板4にはそれと直角方向の梁を連結す
る交差梁の連結板7を突設する場合がある。また接合板
4は角鋼管柱1の一側にH形鋼梁2を接合する場合、図
5のように半分の形状とすることができる。さらに接合
板4には柱取付用ボルト孔および梁取付用ボルト孔を穿
設しておく。[0008] The connecting plate 4 may be provided with a connecting plate 7 of cross beams projecting from the connecting plate 4 to connect beams in a direction perpendicular to the connecting plate 4. In addition, when joining the H-shaped steel beam 2 to one side of the square steel pipe column 1, the joining plate 4 can have a half shape as shown in FIG. Further, the joint plate 4 is provided with bolt holes for attaching a column and bolt holes for attaching a beam.
【0009】図7〜11に示す実施例においては接合板
4を幅狭いものとし、H形鋼梁2の上フランジ側におい
て使用し、角鋼管柱1の側面のH形鋼梁2のウエブおよ
び下フランジ部分に接合金具8および接合金具9を使用
したものである。また接合板4と接合部材3は予め一体
的に固着しておいてから柱・梁に取付けることもできる
。In the embodiments shown in FIGS. 7 to 11, the joint plate 4 is made narrow and is used on the upper flange side of the H-shaped steel beam 2, and the web of the H-shaped steel beam 2 on the side surface of the square steel pipe column 1 and A joining metal fitting 8 and a joining metal fitting 9 are used in the lower flange portion. Further, the joining plate 4 and the joining member 3 can be fixed together in advance and then attached to the pillar/beam.
【0010】0010
【発明の効果】この発明は以上の構成からなり、長方形
断面の角鋼管柱とH形鋼梁とを梁上下面または梁上面に
突出部が生じない納まりをもって、所要の接合強度をも
たらすように接合できる。[Effects of the Invention] The present invention has the above-mentioned structure, and is capable of connecting a square steel pipe column with a rectangular cross section and an H-beam steel beam to a desired joint strength without causing any protrusion on the upper or lower surfaces of the beam or the upper surface of the beam. Can be joined.
【図1】この発明の実施例の正面図である。FIG. 1 is a front view of an embodiment of the invention.
【図2】図1の縦断面図である。FIG. 2 is a longitudinal cross-sectional view of FIG. 1;
【図3】接合部材の斜視図である。FIG. 3 is a perspective view of a joining member.
【図4】接合板の斜視図である。FIG. 4 is a perspective view of a joint plate.
【図5】接合板を半分とした斜視図である。FIG. 5 is a perspective view of the joining plate in half.
【図6】接合部全体の斜視図である。FIG. 6 is a perspective view of the entire joint.
【図7】他の実施例の正面図である。FIG. 7 is a front view of another embodiment.
【図8】図7の縦断面図である。FIG. 8 is a longitudinal cross-sectional view of FIG. 7;
【図9】接合部材と接合板の斜視図である。FIG. 9 is a perspective view of a joining member and a joining plate.
【図10】接合部材と接合板の半分のものの斜視図であ
る。FIG. 10 is a perspective view of the joining member and half of the joining plate.
【図11】接合金具の斜視図である。FIG. 11 is a perspective view of a joining fitting.
1…角鋼管柱、2…H形鋼梁、3…接合部材、4…接合
板、5、6…ボルトナット、7…連結板、8…接合金具
、9…接合金具。DESCRIPTION OF SYMBOLS 1... Square steel pipe column, 2... H-shaped steel beam, 3... Joining member, 4... Joining plate, 5, 6... Bolt nut, 7... Connecting plate, 8... Joining metal fitting, 9... Joining metal fitting.
Claims (1)
接合部であり、H形鋼梁のフランジとウエブとの内隅角
部に接合部材を配し、角鋼管柱の長辺の側面と前記接合
部材側面に跨って接合板を配し、その接合板と角鋼管柱
および接合板と接合部材とH形鋼梁とをそれぞれボルト
ナットにより固着してあることを特徴とする柱・梁接合
部構造。Claim 1: A joint between a square steel pipe column with a rectangular cross section and an H-shaped steel beam, in which a joining member is arranged at the inner corner of the flange of the H-shaped steel beam and the web, and the long side of the square steel pipe column is A column characterized in that a joint plate is disposed astride the side surface of the joint member and the side surface of the joint member, and the joint plate, the square steel pipe column, the joint plate, the joint member, and the H-shaped steel beam are each fixed by bolts and nuts.・Beam joint structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7094691A JP2703832B2 (en) | 1991-04-03 | 1991-04-03 | Column / beam joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7094691A JP2703832B2 (en) | 1991-04-03 | 1991-04-03 | Column / beam joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04306335A true JPH04306335A (en) | 1992-10-29 |
JP2703832B2 JP2703832B2 (en) | 1998-01-26 |
Family
ID=13446182
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7094691A Expired - Fee Related JP2703832B2 (en) | 1991-04-03 | 1991-04-03 | Column / beam joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2703832B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003089728A1 (en) * | 2002-04-18 | 2003-10-30 | Bong-Kil Han | Construction method for src structured high rise building |
CN115126088A (en) * | 2022-05-09 | 2022-09-30 | 安徽跨宇钢结构网架工程有限公司 | Square tubular column and H-shaped steel beam assembled node and construction method |
-
1991
- 1991-04-03 JP JP7094691A patent/JP2703832B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003089728A1 (en) * | 2002-04-18 | 2003-10-30 | Bong-Kil Han | Construction method for src structured high rise building |
US7647742B2 (en) | 2002-04-18 | 2010-01-19 | Bong Kil Han | Construction method for SRC structured high rise building |
CN115126088A (en) * | 2022-05-09 | 2022-09-30 | 安徽跨宇钢结构网架工程有限公司 | Square tubular column and H-shaped steel beam assembled node and construction method |
Also Published As
Publication number | Publication date |
---|---|
JP2703832B2 (en) | 1998-01-26 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |