JPH056327Y2 - - Google Patents

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Publication number
JPH056327Y2
JPH056327Y2 JP14183089U JP14183089U JPH056327Y2 JP H056327 Y2 JPH056327 Y2 JP H056327Y2 JP 14183089 U JP14183089 U JP 14183089U JP 14183089 U JP14183089 U JP 14183089U JP H056327 Y2 JPH056327 Y2 JP H056327Y2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe columns
side plates
plates
belly 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
Application number
JP14183089U
Other languages
Japanese (ja)
Other versions
JPH0380807U (en
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 filed Critical
Priority to JP14183089U priority Critical patent/JPH056327Y2/ja
Publication of JPH0380807U publication Critical patent/JPH0380807U/ja
Application granted granted Critical
Publication of JPH056327Y2 publication Critical patent/JPH056327Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、鉄骨構造物の構築現場において二
本以上の鋼管柱類を上下に突き合わせ溶接して一
本の柱を形成する際に、既設の鋼管柱の上端とそ
の上に連結すべき鋼管柱の下端とを、突き合わせ
溶接に適した状態に連結するための手段に関する
ものである。
[Detailed explanation of the invention] [Industrial application field] This invention is useful when two or more steel pipe columns are butt welded vertically to form a single column at a steel structure construction site. The present invention relates to means for connecting the upper end of a steel pipe column and the lower end of a steel pipe column to be connected thereon in a state suitable for butt welding.

〔従来の技術〕[Conventional technology]

従来の連結手段は、第3図に示すように、連結
すべき鋼管柱類10対の連結近傍に溶接する複数
対のボルト穴付き基板30と、両端部に基板30
のボルト穴に対応するボルト穴を有する複数対の
連結橋板32と、各基板30の側面に各連結橋板
32対の各端部を締結する複数のボルト34及び
ナツト36とからなつており、あらかじめ工場な
どて複数対の基板30を各鋼管柱類10の連結端
近傍に軸周りに等間隔をおいて柱類軸に平行に溶
接しておき、構築現場における柱の形成時に、上
下において対向する鋼管柱類10の各基板30対
を、各基板30の両側面にボルト34とナツト3
6を介して締結する連結橋板32対を介して連結
するという形で使用する。
As shown in FIG. 3, the conventional connection means includes a plurality of pairs of bolt hole-equipped substrates 30 welded near the connection of 10 pairs of steel pipe columns to be connected, and substrates 30 at both ends.
It consists of a plurality of pairs of connecting bridge plates 32 having bolt holes corresponding to the bolt holes of , and a plurality of bolts 34 and nuts 36 that fasten each end of each pair of connecting bridge plates 32 to the side surface of each board 30. A plurality of pairs of substrates 30 are welded in advance at a factory or the like near the connection end of each steel pipe column 10 at equal intervals around the axis and parallel to the column axis, and when forming the column at the construction site, the upper and lower Connect each of the 30 pairs of substrates of the opposing steel pipe columns 10 with bolts 34 and nuts 3 on both sides of each substrate 30.
It is used in such a way that it is connected through 32 pairs of connecting bridge plates that are connected through 6.

なおこの連結手段は、上下の鋼管柱類10の上
端と下端を突き合わせ溶接した後は、連結橋板3
2対のボルト34締結解除と、基板30対の鋼管
柱類10に対する溶接部のガス切断等による切除
を介して鋼管柱類10から取り除くことが多い。
In addition, after the upper and lower ends of the upper and lower steel pipe columns 10 are butt-welded, the connecting bridge plate 3
The pair of base plates 30 are often removed from the steel pipe columns 10 by releasing the two pairs of bolts 34 and cutting off the welded portions of the base plates 30 to the steel pipe columns 10 by gas cutting or the like.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

上記のように従来の連結手段は、上下の鋼管柱
類の連結時には、構築現場の高所において、必ず
しも軽いとは言ない連結橋板対とともに、ボルト
及びナツトも保持して、各基板にボルト締結する
必要があるので、作業が厄介であるという問題が
ある。
As mentioned above, when connecting upper and lower steel pipe columns, conventional connection means hold bolts and nuts on each board together with a pair of connecting bridge plates, which are not necessarily light, at a high place on the construction site. There is a problem in that the work is cumbersome because it needs to be concluded.

この考案は、上記の点にかんがみ、特に連結橋
板を省略して、鋼管柱類の連結作業を簡略化する
ことを主要な課題としている。
In view of the above points, the main objective of this invention is to simplify the work of connecting steel pipe columns by omitting the connecting bridge plate.

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

この考案によれば、上記の課題は、互いに直交
する方向を向いた両端(端面)を有する一対の側
板(フランジ)及び両側板の一端間を連結するボ
ルト穴付き腹板(ウエブ)を備え、両側板の他端
を介して、腹板の外面が連結すべき鋼管柱類の連
結端面と実質上同一の面に属するように、鋼管柱
類対の連結端部に軸周りに間隔をおいて溶接する
複数対の連結金具と、各連結金具対の腹板を対向
状態で締結可能な複数のボルト及びナツトとから
なる鋼管柱類の連結手段によつて解決する。
According to this invention, the above problem is solved by providing a pair of side plates (flanges) having both ends (end faces) facing in directions perpendicular to each other, and a belly plate (web) with bolt holes connecting one end of both side plates, Via the other ends of the side plates, connect the connecting ends of the steel pipe columns at intervals around the axis so that the outer surface of the belly plate belongs to substantially the same plane as the connecting end surfaces of the steel pipe columns to be connected. The problem is solved by a means for connecting steel pipe columns, which consists of a plurality of pairs of connecting fittings to be welded, and a plurality of bolts and nuts that can be fastened with the bottom plates of each pair of connecting fittings facing each other.

ここで腹板の外面が連結すべき鋼管柱類の連結
端面と実質上同一の面に属するとは、両面が完全
に同一の面に属する場合だけでなく、両面の属す
る面が相対的に若干量ずれる場合も包含する。
Here, the expression that the outer surface of the belly plate belongs to substantially the same surface as the connection end surface of the steel pipe columns to be connected does not only mean that both surfaces belong to the completely same surface, but also that the surfaces to which both surfaces belong are relatively slightly This also includes cases where the amount is off.

〔作用〕[Effect]

この考案の連結手段は、あらかじめ工場などで
各連結金具対を各鋼管柱類の連結端部に溶接して
おき、構築現場における柱の形成時に、上下に対
向する各連結金具対の腹板を当接状態で、あるい
は必要に応じてボルト穴付きまたはボルト穴無し
のスペーサー(ライナー)を介在させたまたは介
在させない離間状態で、ボルトとナツトを介して
締結することによつて、上下の鋼管柱類を突き合
わせ溶接可能な状態に連結する。
The connecting means of this invention is such that each pair of connecting fittings is welded to the connecting end of each steel pipe column in advance at a factory, etc., and when forming the column at the construction site, the belly plate of each pair of connecting fittings facing each other is The upper and lower steel pipe columns can be connected through bolts and nuts, either in contact or in a separated state with or without a spacer (liner) with or without bolt holes as necessary. Connect the items so that they can be butt-welded.

この連結手段は、一般には、鋼管柱類の連結端
の突き合わせ溶接後は、各腹板の鋼管柱類に対す
る溶接部のガス切断などによつて、鋼管柱類から
切除する。
Generally, after the connecting ends of the steel pipe columns are butt welded, this connecting means is removed from the steel pipe columns by gas cutting or the like at the welded portion of each belly plate to the steel pipe columns.

〔実施例〕〔Example〕

この考案の連結手段は、例えば図示のように、
直角の底角部を半アーチ状に切り欠いた半台形状
の側板14対の一端間に、中央部にボルト穴18
を有する腹板16が延在する連結金具12と、連
結金具12の腹板16のボルト穴18部に締結係
合するボルト20及びナツト22で構成すること
ができ、これにより角形の鋼管柱類10相互を連
結する際には、図示のごとく、あらかじめ工場な
どで各鋼管柱類10の連結端部の各辺の中央部に
連結金具12を溶接しておき、構築現場における
柱の形成時に、上下において対向する両鋼管柱類
10の連結金具12の腹板16相互をボルト20
とナツト22を介して締結する。
The connecting means of this invention is, for example, as shown in the figure.
A bolt hole 18 is provided in the center between one end of 14 pairs of half-trapezoidal side plates with a right-angled bottom corner cut out in a semi-arch shape.
It can be configured with a connecting fitting 12 from which a belly plate 16 having a shape extends, and a bolt 20 and a nut 22 that are fastened and engaged with bolt holes 18 of the belly plate 16 of the connecting fitting 12. 10, when connecting the steel pipe columns 10 to each other, as shown in the figure, a connecting fitting 12 is welded to the center of each side of the connecting end of each steel pipe column 10 in advance at a factory, etc., and when forming the column at the construction site, Bolts 20 connect the bottom plates 16 of the connecting fittings 12 of both vertically opposing steel pipe columns 10.
and are fastened via the nut 22.

この考案の連結手段は、連結金具を半門形の側
板を有するもので形成するほか、連結金具の腹板
のボルト穴を両側板の連結方向に延びる長穴(横
長穴)にするなど、種々の形態で実施することが
でき、またこの連結手段の使用は、図示のように
連結金具対の腹板を互いに当接させた状態のほ
か、この間にボルト穴付きまたはボルト穴の無い
スペーサーを介在させる離間状態あるいはこのよ
うなスペーサーを介在させない離間状態で行うこ
ともできる。
The connecting means of this invention can be made in various ways, such as forming the connecting fitting with half-gate-shaped side plates, and making the bolt holes in the belly plate of the connecting fitting into elongated holes (horizontal holes) extending in the connecting direction of both side plates. This connecting means can be used not only in a state in which the belly plates of a pair of connecting fittings are brought into contact with each other as shown in the figure, but also in a state in which a spacer with or without bolt holes is interposed between them. It can also be carried out in a spaced state with a spacer or a spaced state without such a spacer.

〔考案の効果〕[Effect of idea]

この考案の連結手段によれば、構築現場の高所
における上下の鋼管柱類の連結作業は、実質的に
軽量のボルトとナツトのみを用いて行うことがで
きるので、きわめ簡単である。
According to the connecting means of this invention, the work of connecting the upper and lower steel pipe columns at a high place on a construction site can be performed using substantially only lightweight bolts and nuts, so it is extremely simple.

またこの連結手段は、その使用時に、連結金具
対の腹板の間にスペーサーを介在させる場合に
は、両鋼管柱類の連結端の突き合わせ状態を所望
通りに調節することができる。従つて鋼管柱類に
対する連結金具の溶接位置が鋼管柱類の軸方向に
ずれても、構築現場における鋼管柱類の連結時に
スペーサーによつて調節することができる。
Further, when using this connecting means, if a spacer is interposed between the belly plates of the pair of connecting fittings, the abutment state of the connecting ends of both steel pipe columns can be adjusted as desired. Therefore, even if the welding position of the connecting fitting to the steel pipe columns deviates in the axial direction of the steel pipe columns, it can be adjusted using the spacer when the steel pipe columns are connected at the construction site.

さらにこの連結手段は、実施例で触れたよう
に、その連結金具の腹板のボルト穴を両側板の連
結方向に延びる長穴にすると、ボルトの該方向の
挿入範囲が広がるので、連結金具の鋼管柱類にお
ける溶接位置が鋼管柱類の軸周りの方向にずれ
て、対向する連結金具対が相対的に横方向にずれ
ても、これらの腹板のボルト、ナツトを介した締
結を支障なく行うことができる。
Furthermore, as mentioned in the embodiment, if the bolt hole in the belly plate of the connecting fitting is made into an elongated hole extending in the connecting direction of both side plates, the insertion range of the bolt in this direction will be expanded. Even if the welding position on the steel pipe columns shifts in the direction around the axis of the steel pipe columns, and the opposing pair of connecting fittings shifts in the lateral direction, the bolts and nuts on these bottom plates can be fastened without any problem. It can be carried out.

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

第1図はこの考案に係る鋼管柱類の連結手段の
一実施例の使用態様を示す正面図、第2図は第1
図の−線断面図、第3図は従来の鋼管柱類の
連結手段の使用態様を示す正面図である。 10……鋼管柱類、12……連結金具、14…
…側板、16……腹板、18……ボルト穴、20
……ボルト、22……ナツト。
FIG. 1 is a front view showing how an embodiment of the connecting means for steel pipe columns according to this invention is used, and FIG.
FIG. 3 is a cross-sectional view taken along the line B--, and FIG. 3 is a front view showing how a conventional steel pipe column connecting means is used. 10...Steel pipe columns, 12...Connection fittings, 14...
...Side plate, 16...Body plate, 18...Bolt hole, 20
...Boruto, 22...Natsuto.

Claims (1)

【実用新案登録請求の範囲】 (1) 互いに直交する方向を向いた両端を有する一
対の側板及び両側板の一端間を連結するボルト
穴付き腹板を備え、両側板の他端を介して、腹
板外面が連結すべき鋼管柱類の連結端面と実質
上同一の面に属するように、鋼管柱類対の連結
端部に軸周りに間隔をおいて溶接する複数対の
連結金具と、各連結金具の腹板を対向状態で締
結可能な複数のボルト及びナツトとからなる鋼
管柱類の連結手段。 (2) 連結金具の腹板のボルト穴が両側板の連結方
向に延びる長穴である、請求項(1)記載の鋼管柱
類の連結手段。
[Claims for Utility Model Registration] (1) A pair of side plates having both ends facing in directions orthogonal to each other, and a belly plate with a bolt hole connecting one end of both side plates, through the other end of both side plates, A plurality of pairs of connecting fittings to be welded to the connecting ends of the steel pipe columns at intervals around the axis so that the outer surface of the belly plate belongs to substantially the same plane as the connecting end surface of the steel pipe columns to be connected, and each A means for connecting steel pipe columns consisting of a plurality of bolts and nuts that can be fastened with the bottom plates of the connecting fittings facing each other. (2) The means for connecting steel pipe columns according to claim (1), wherein the bolt hole in the belly plate of the connecting fitting is an elongated hole extending in the connecting direction of both side plates.
JP14183089U 1989-12-07 1989-12-07 Expired - Lifetime JPH056327Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14183089U JPH056327Y2 (en) 1989-12-07 1989-12-07

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14183089U JPH056327Y2 (en) 1989-12-07 1989-12-07

Publications (2)

Publication Number Publication Date
JPH0380807U JPH0380807U (en) 1991-08-19
JPH056327Y2 true JPH056327Y2 (en) 1993-02-18

Family

ID=31688691

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14183089U Expired - Lifetime JPH056327Y2 (en) 1989-12-07 1989-12-07

Country Status (1)

Country Link
JP (1) JPH056327Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006287098A (en) * 2005-04-04 2006-10-19 Nsk Ltd Positioning device

Also Published As

Publication number Publication date
JPH0380807U (en) 1991-08-19

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