JPH07317153A - Joining structure of square steel pipe column - Google Patents
Joining structure of square steel pipe columnInfo
- Publication number
- JPH07317153A JPH07317153A JP13380794A JP13380794A JPH07317153A JP H07317153 A JPH07317153 A JP H07317153A JP 13380794 A JP13380794 A JP 13380794A JP 13380794 A JP13380794 A JP 13380794A JP H07317153 A JPH07317153 A JP H07317153A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- joined
- square steel
- pipe columns
- columns
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、角形鋼管柱の接合構造
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for square steel tubular columns.
【0002】[0002]
【従来の技術】従来、この種の角形鋼管柱の接合構造と
しては、例えば図5に示すように接合する上下の角形鋼
管柱100,101の間に該角形鋼管柱100,101
の各接合端部に嵌挿する短寸の角形鋼管102,103
を上下両面に溶接により固着した水平ダイヤフラム10
4を介在させ、この水平ダイヤフラム104に上下の角
形鋼管100,101を溶接により固着する構造のもの
が知られている。2. Description of the Related Art Conventionally, as a joining structure of this type of rectangular steel pipe columns, for example, as shown in FIG. 5, the rectangular steel pipe columns 100 and 101 are joined between upper and lower rectangular steel pipe columns 100 and 101.
Short-sized square steel pipes 102, 103 to be inserted into the respective joint ends of
Horizontal diaphragm 10 with the upper and lower surfaces fixed by welding
There is known a structure in which the upper and lower rectangular steel pipes 100 and 101 are fixed to the horizontal diaphragm 104 by welding by interposing 4 therebetween.
【0003】[0003]
【発明が解決しようとする課題】従来の角形鋼管柱の接
合構造にあっては、上下の角形鋼管柱100,101を
水平ダイヤフラム104に溶接しているに過ぎないた
め、溶接が不完全であったり溶接部に強い曲げモーメン
トが負荷されると該溶接部において剥離現象を起こす恐
れがある等十分な接合強度が得られないという問題点が
あった。In the conventional joint structure of rectangular steel tube columns, the welding is incomplete because the upper and lower rectangular steel tube columns 100 and 101 are merely welded to the horizontal diaphragm 104. In addition, there is a problem in that sufficient joining strength cannot be obtained, for example, when a strong bending moment is applied to the welded portion, a peeling phenomenon may occur in the welded portion.
【0004】本発明は、従来の技術の有するこのような
問題点にかんがみてなされたものであり、その目的とす
るところは、簡単な構造で接合の強度を著しく高めるこ
とができるような角形鋼管柱の接合構造を提供しようと
するものである。The present invention has been made in view of the above problems of the prior art. The object of the present invention is to provide a rectangular steel pipe which has a simple structure and can significantly enhance the strength of the joint. It is intended to provide a joint structure of columns.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明の角形鋼管柱の接合構造においては、接合す
る角形鋼管柱の内径とほぼ等しい外径とした所定長さの
角形鋼管により接合体を形成すると共に、該接合体の各
側壁の上部と下部に複数のボルト孔を設け、一方、接合
する両角形鋼管柱の各接合端部近くに前記接合体のボル
ト孔に相対するボルト挿通用の透孔をそれぞれ穿設し、
前記接合体を両角形鋼管柱の接合端部に跨がるように嵌
入すると共に、各透孔からボルト孔にボルトを螺合して
締着することにより両角形鋼管柱を接合体を介して一体
に接合し、さらに両角形鋼管柱の接合端部と接合体とを
溶接により固定してなるものである。In order to achieve the above object, in the joining structure of the rectangular steel pipe columns of the present invention, a rectangular steel pipe of a predetermined length having an outer diameter substantially equal to the inner diameter of the rectangular steel pipe columns to be joined is used. A bolt that forms a joined body and is provided with a plurality of bolt holes in the upper and lower portions of each side wall of the joined body, and on the other hand, near each joined end portion of a prismatic steel tubular column to be joined, a bolt that faces the bolt hole of the joined body. Each through hole for insertion is drilled,
The joint body is fitted so as to straddle the joint end portion of the double-sided steel pipe column, and the double-sided steel pipe column is connected through the joint body by screwing and fastening bolts from the through holes to the bolt holes. It is integrally joined, and further, the joining end portion of the prismatic steel tube column and the joined body are fixed by welding.
【0006】[0006]
【作用】接合する両角形鋼管柱は、接合体により互いに
ボルトで締付け固定され、さらにその接合端部と接合体
とが溶接により固定されて一体化されるもので、これに
よって両角形鋼管柱の接合の強度を向上することが可能
となる。[Function] The jointed double-angled steel tube column is fixed by bolts to each other by the jointed body, and the jointed end portion and the jointed body are fixed by welding to be integrated. It is possible to improve the strength of bonding.
【0007】[0007]
【実施例】以下、図面を参照して本発明の一実施例につ
いて説明する。図1ないし図4において、1a,1bは
角形鋼管柱、2は該角形鋼管柱1a,1bを接合するた
めの接合体である。角形鋼管柱1a,1bは、その横断
面がほぼ正方形をなす長尺の管状柱であって、その互い
の接合端面は溶接強度を高めるべくテーパー状に加工さ
れている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 4, reference numerals 1a and 1b denote prismatic steel pipe columns, and 2 denotes a joined body for joining the prismatic steel pipe columns 1a and 1b. The rectangular steel pipe columns 1a and 1b are long tubular columns having a substantially square cross section, and their joint end faces are tapered to enhance welding strength.
【0008】前記接合体2は、角形鋼管柱1a,1bの
内径とほぼ等しい外径とした所定長さの角形鋼管によっ
て構成されており、該接合体2の各側壁の上部と下部に
ボルト孔3が2個ずつ設けてある。一方、前記各角形鋼
管柱1a,1bの各側壁の接合端部近くには、接合体2
のボルト孔3に相対するボルト挿通用の透孔4を穿設し
ている。なお、前記接合体2の各側壁には角形鋼管柱1
a,1bの溶接個所6に相対するように凹溝7が設けら
れている。この凹溝7は、接合体2を角形鋼管柱1a,
1bに嵌入する際に溶接部分の膨みを受容可能とするも
のである。The joint body 2 is composed of a square steel pipe of a predetermined length having an outer diameter substantially equal to the inner diameters of the square steel pipe columns 1a and 1b, and bolt holes are formed in the upper and lower portions of each side wall of the joint body 2. Two 3 are provided. On the other hand, in the vicinity of the joint end of each side wall of each of the rectangular steel pipe columns 1a and 1b, the joint body 2
A through hole 4 for inserting a bolt is formed opposite to the bolt hole 3. In addition, each side wall of the joined body 2 has a rectangular steel pipe column 1
A groove 7 is provided so as to face the welding points 6 of a and 1b. The recessed groove 7 connects the joined body 2 to the rectangular steel pipe column 1a,
The bulge of the welded part can be received when it is fitted into 1b.
【0009】前記接合体2の上部と下部のボルト孔3の
間の距離Lは、角形鋼管柱1a,1bの各接合端部から
透孔4までの距離L1 ,L2 の和より若干大きくなるよ
うに設定してある。The distance L between the upper and lower bolt holes 3 of the joined body 2 is slightly larger than the sum of the distances L 1 and L 2 from the joint ends of the rectangular steel pipe columns 1a and 1b to the through holes 4. It is set so that
【0010】しかして、両角形鋼管柱1a,1bを接合
するには、図3に示すようにまず一方の角形鋼管柱1a
の接合端部に接合体2の下部を嵌入してボルト5を透孔
4からボルト孔3に螺合して締着を施こし、次いで他方
の角形鋼管柱1bの接合端部に接合体2の上部を嵌入し
て同じようにボルト5を透孔4からボルト孔3に螺合し
て締着を施こすことにより、両角形鋼管柱1a,1bを
接合する。そして、両角形鋼管柱1a,1bの接合端部
と該両接合端部の間の隙間に位置する接合体2とを溶接
8により固定する。Therefore, in order to join the two rectangular steel tube columns 1a and 1b, one of the rectangular steel tube columns 1a is first joined as shown in FIG.
The lower part of the joined body 2 is fitted into the joining end of the bolt 5, and the bolt 5 is screwed into the bolt hole 3 from the through hole 4 to perform fastening, and then the joined body 2 is joined to the joining end of the other rectangular steel pipe column 1b. The rectangular steel tube columns 1a and 1b are joined to each other by fitting the upper part of the above and bolting the bolt 5 from the through hole 4 to the bolt hole 3 in the same manner and tightening. Then, the joint ends of the prismatic steel tubular columns 1a and 1b and the joint body 2 located in the gap between the joint ends are fixed by welding 8.
【0011】上記構成からなる本発明によれば、接合す
る両角形鋼管柱1a,1bは、図4に示すように接合体
2により互いにボルト5で締付け固定され、さらに両角
形鋼管柱1a,1bの接合端部と接合体2とが溶接8に
より固定されて一体化されるもので、両角形鋼管柱1
a,1bの接合強度が極めて大となる。According to the present invention having the above-mentioned structure, the rectangular steel tube columns 1a and 1b to be joined are fastened to each other by bolts 5 by the joined body 2 as shown in FIG. 4, and the rectangular steel tube columns 1a and 1b are further fixed. The joint end and the joint body 2 are fixed by welding 8 to be integrated.
The joining strength of a and 1b becomes extremely large.
【0017】[0017]
【発明の効果】以上説明したように、本発明の角形鋼管
柱の接合構造は、接合する両角形鋼管柱を接合体により
接合固定し、さらに両角形鋼管柱の接合端部と接合体と
を溶接して三者一体に固定するものであるから、両角形
鋼管柱の接合構造を安定かつ強固にできる効果がある。As described above, in the joining structure of the rectangular steel pipe columns of the present invention, the bilateral steel pipe columns to be joined are joined and fixed by the joining body, and the joining end portion of the bilateral steel pipe columns and the joining body are joined together. Since it is welded and fixed to the three members, there is an effect that the joint structure of the prismatic steel tubular columns can be made stable and strong.
【図1】本発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】図1の分解斜視図である。FIG. 2 is an exploded perspective view of FIG.
【図3】角形鋼管柱と接合体との接合状態を説明する分
解斜視図である。FIG. 3 is an exploded perspective view illustrating a joined state of a rectangular steel pipe column and a joined body.
【図4】図1の横断側面図である。4 is a cross-sectional side view of FIG.
【図5】従来技術の説明図である。FIG. 5 is an explanatory diagram of a conventional technique.
1a,1b 角形鋼管柱 2 接合体 3 ボルト孔 4 透孔 5 ボルト 8 溶接 1a, 1b Square steel tube column 2 Joined body 3 Bolt hole 4 Through hole 5 Bolt 8 Welding
Claims (1)
外径とした所定長さの角形鋼管により接合体を形成する
と共に、該接合体の各側壁の上部と下部に複数のボルト
孔を設け、一方、接合する両角形鋼管柱の各接合端部近
くに前記接合体のボルト孔に相対するボルト挿通用の透
孔をそれぞれ穿設し、 前記接合体を両角形鋼管柱の接合端部に跨がるように嵌
入すると共に、各透孔からボルト孔にボルトを螺合して
締着することにより両角形鋼管柱を接合体を介して一体
に接合し、さらに両角形鋼管柱の接合端部と接合体とを
溶接により固定してなることを特徴とする角形鋼管柱の
接合構造。1. A joined body is formed by a square steel pipe having a predetermined length and an outer diameter substantially equal to the inner diameter of a square steel pipe column to be joined, and a plurality of bolt holes are provided on the upper and lower portions of each side wall of the joined body. , On the other hand, through holes for bolt insertion respectively facing the bolt holes of the joined body are formed near each joined end portion of the joined rectangular steel pipe columns, and the joined body is joined to the joined ends of the rectangular steel pipe columns. While straddling it, the bolts are screwed from each through hole into the bolt holes and fastened to join the prismatic steel pipe columns together through the joint body, and the joint ends of the prismatic steel pipe columns are further joined. A joint structure for square steel pipe columns, characterized in that the joint portion and the joined body are fixed by welding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13380794A JPH07317153A (en) | 1994-05-23 | 1994-05-23 | Joining structure of square steel pipe column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13380794A JPH07317153A (en) | 1994-05-23 | 1994-05-23 | Joining structure of square steel pipe column |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07317153A true JPH07317153A (en) | 1995-12-05 |
Family
ID=15113501
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13380794A Pending JPH07317153A (en) | 1994-05-23 | 1994-05-23 | Joining structure of square steel pipe column |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07317153A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004003155A (en) * | 2002-05-31 | 2004-01-08 | East Japan Railway Co | Jack-down method available for construction of steel frame building |
JP2010053631A (en) * | 2008-08-29 | 2010-03-11 | Nippon Steel & Sumikin Metal Products Co Ltd | Retaining wall structure and post installation method for the retaining wall structure |
KR101064138B1 (en) * | 2010-01-14 | 2011-09-15 | 이경욱 | Joint structure of rectangular tube for landscape structure and construction method using same |
KR101136912B1 (en) * | 2010-01-14 | 2012-04-20 | 이경욱 | Joint structure of circle pipe and method for constructing using the same |
CN103104038A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Rectangular tubular column jointing inner sleeve bolt connection node |
KR101340624B1 (en) * | 2012-04-09 | 2013-12-11 | 유한회사 케이테크코리아 | Joint construction of pipe structure using a pipe connector |
CN104358319A (en) * | 2014-09-03 | 2015-02-18 | 西安建筑科技大学 | Insertion type beam-column joint connecting structure |
WO2015168660A1 (en) * | 2014-05-01 | 2015-11-05 | Patco, Llc | Sleeve connector |
CN106639637A (en) * | 2016-10-31 | 2017-05-10 | 张家港集优特防护设施有限公司 | Concave-column and dense-net guardrail |
CN107938839A (en) * | 2017-11-28 | 2018-04-20 | 沈阳建筑大学 | Assembled square steel tube concrete column and attaching method thereof |
JP2019094752A (en) * | 2017-11-21 | 2019-06-20 | 株式会社佐藤型鋼製作所 | Connection structure of rectangular steel tube |
-
1994
- 1994-05-23 JP JP13380794A patent/JPH07317153A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004003155A (en) * | 2002-05-31 | 2004-01-08 | East Japan Railway Co | Jack-down method available for construction of steel frame building |
JP2010053631A (en) * | 2008-08-29 | 2010-03-11 | Nippon Steel & Sumikin Metal Products Co Ltd | Retaining wall structure and post installation method for the retaining wall structure |
KR101064138B1 (en) * | 2010-01-14 | 2011-09-15 | 이경욱 | Joint structure of rectangular tube for landscape structure and construction method using same |
KR101136912B1 (en) * | 2010-01-14 | 2012-04-20 | 이경욱 | Joint structure of circle pipe and method for constructing using the same |
CN103104038A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Rectangular tubular column jointing inner sleeve bolt connection node |
KR101340624B1 (en) * | 2012-04-09 | 2013-12-11 | 유한회사 케이테크코리아 | Joint construction of pipe structure using a pipe connector |
WO2015168660A1 (en) * | 2014-05-01 | 2015-11-05 | Patco, Llc | Sleeve connector |
CN104358319A (en) * | 2014-09-03 | 2015-02-18 | 西安建筑科技大学 | Insertion type beam-column joint connecting structure |
CN106639637A (en) * | 2016-10-31 | 2017-05-10 | 张家港集优特防护设施有限公司 | Concave-column and dense-net guardrail |
JP2019094752A (en) * | 2017-11-21 | 2019-06-20 | 株式会社佐藤型鋼製作所 | Connection structure of rectangular steel tube |
CN107938839A (en) * | 2017-11-28 | 2018-04-20 | 沈阳建筑大学 | Assembled square steel tube concrete column and attaching method thereof |
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