JPH05321332A - Joint structure for column - Google Patents
Joint structure for columnInfo
- Publication number
- JPH05321332A JPH05321332A JP12857192A JP12857192A JPH05321332A JP H05321332 A JPH05321332 A JP H05321332A JP 12857192 A JP12857192 A JP 12857192A JP 12857192 A JP12857192 A JP 12857192A JP H05321332 A JPH05321332 A JP H05321332A
- Authority
- JP
- Japan
- Prior art keywords
- column
- end plate
- columns
- smaller
- sized
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、構造物における柱の組
付けに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to assembling columns in a structure.
【０００２】[0002]
【従来の技術】従来、サイズの異なる柱の連結は、図９
のように、それぞれの柱１，２の端部にエンドプレート
３，４を溶接などで取り付け、このエンドプレート３，
４同士をボルト５などで固定することにより行ってい
る。2. Description of the Related Art Conventionally, connecting columns of different sizes has been described in FIG.
, The end plates 3 and 4 are attached to the ends of the columns 1 and 2 by welding or the like.
This is done by fixing 4 to each other with bolts 5 or the like.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、上記の
ような従来の連結にあっては、その継手部において圧縮
に対する連続性を保つことが難しいという課題があっ
た。However, in the conventional connection as described above, there is a problem that it is difficult to maintain continuity against compression at the joint portion.
【０００４】本発明は、この課題を解決するためのもの
で、サイズの異なる柱の継手部で、圧縮に対する連続性
を保持させる柱の継手構造を提供することを目的とす
る。An object of the present invention is to solve this problem, and it is an object of the present invention to provide a column joint structure which maintains continuity against compression in column joints of different sizes.
【０００５】[0005]
【課題を解決するための手段】本発明の柱の継手構造
は、サイズの異なる柱をエンドプレートを介して連結す
る継手部において、小さい方のサイズの柱に補強材を取
り付けたものである。According to the joint structure of a pillar of the present invention, a reinforcing member is attached to a pillar of a smaller size in a joint portion for connecting pillars of different sizes via an end plate.
【０００６】[0006]
【作用】本発明においては、補強材が継手部における小
さい方のサイズの柱の耐圧縮力を高めて、継手部の圧縮
に対する連続性を保たせる。In the present invention, the reinforcing material enhances the compression resistance of the column of the smaller size in the joint portion and maintains the continuity of the joint portion against compression.
【０００７】[0007]
【実施例】次に、本発明の実施例をいくつか説明する。
図１は本発明の実施例を示す柱継手部の側面図、図２は
図１のＡ−Ａ断面図である。この例は、小さい方のサイ
ズの柱１を大きい方のサイズの柱２の端部に位置させた
ものである。大きい方のサイズの柱２の端面には、エン
ドプレート４を溶接などで取り付け、小さい方のサイズ
の柱１には、該柱１と一体で大きい方のサイズの柱２の
外周と同じ大きさの外周を形成する山形鋼６を溶接など
で取り付け、さらに小さい方のサイズの柱１及び山形鋼
６の端面には、エンドプレート３を溶接などで取り付け
ている。そして、これらのエンドプレート３とエンドプ
レート４を向かい合わせにしてボルト５で固定すること
により、柱１，２を連結している。Next, some examples of the present invention will be described.
1 is a side view of a column joint portion showing an embodiment of the present invention, and FIG. 2 is a sectional view taken along line AA of FIG. In this example, the pillar 1 of the smaller size is located at the end of the pillar 2 of the larger size. An end plate 4 is attached to the end surface of the pillar 2 of the larger size by welding or the like, and the pillar 1 of the smaller size has the same size as the outer circumference of the pillar 2 of the larger size integrated with the pillar 1. The angle steel 6 forming the outer circumference of the angle steel 6 is attached by welding or the like, and the end plates 3 are attached by welding or the like to the end faces of the pillar 1 and the angle steel 6 of a smaller size. Then, the columns 1 and 2 are connected by facing the end plate 3 and the end plate 4 and fixing them with bolts 5.
【０００８】図３は本発明の別の実施例を示す柱継手部
の側面図、図４は図３のＢ−Ｂ断面図である。この例
は、小さい方のサイズの柱１を大きい方のサイズの柱２
の中央部に位置させたものである。ここでは、溝形鋼７
を小さい方のサイズの柱１の両側に取り付け、この溝形
鋼７を大きい方のサイズの柱２の外周に対応させてい
る。なお、溝形鋼７はプレートで構成してもよい。FIG. 3 is a side view of a column joint portion showing another embodiment of the present invention, and FIG. 4 is a sectional view taken along line BB of FIG. In this example, the smaller size column 1 is replaced by the larger size column 2
It is located in the central part of. Here, channel steel 7
Are attached to both sides of the column 1 of the smaller size, and the channel steel 7 is made to correspond to the outer periphery of the column 2 of the larger size. The channel steel 7 may be composed of a plate.
【０００９】図５は本発明の別の実施例を示す柱継手部
の側面図、図６は図５のＣ−Ｃ断面図である。この例
は、先の例と同様、小さい方のサイズの柱１を大きい方
のサイズの柱２の中央部に位置させたものであるが、こ
こでは、Ｔ形鋼８を小さい方のサイズの柱１の各側面に
取り付け、このＴ形鋼８を大きい方のサイズの柱２の外
周に対応させている。なお、Ｔ形鋼８はプレートで構成
してもよい。FIG. 5 is a side view of a column joint portion showing another embodiment of the present invention, and FIG. 6 is a sectional view taken along line CC of FIG. In this example, similarly to the previous example, the column 1 of the smaller size is located at the center of the column 2 of the larger size, but here, the T-shaped steel 8 is of the smaller size. The T-shaped steel 8 is attached to each side surface of the column 1 to correspond to the outer circumference of the column 2 of the larger size. The T-section steel 8 may be formed of a plate.
【００１０】図７は本発明の別の実施例を示す柱継手部
の側面図、図８は図７のＤ−Ｄ断面図である。この例
は、先の例と同様、小さい方のサイズの柱１を大きい方
のサイズの柱２の中央部に位置させたものであるが、こ
こでは、山形鋼９を大きい方のサイズの柱２の外周の四
隅に対応させ、この山形鋼９をプレート１０を介して小
さい方のサイズの柱１の外周の四隅に取り付けている。
なお、山形鋼９はプレートで構成してもよい。FIG. 7 is a side view of a column joint portion showing another embodiment of the present invention, and FIG. 8 is a sectional view taken along the line DD of FIG. In this example, the pillar 1 of the smaller size is located at the center of the pillar 2 of the larger size as in the previous example, but here, the angle steel 9 is the pillar of the larger size. Corresponding to the four corners of the outer circumference of No. 2, the angle steel 9 is attached to the four corners of the outer circumference of the pillar 1 of the smaller size through the plate 10.
The angle steel 9 may be formed of a plate.
【００１１】[0011]
【発明の効果】本発明の柱の継手構造によれば、補強材
によって、サイズの異なる柱の継手部で、圧縮に対する
連続性を保つことができる。しかも、補強材は工場にて
柱に取り付けておくことができるので、現場での組付作
業を複雑にすることもない。また、補強材は引張力に対
して、エンドプレートの厚みを従来より薄くできる効果
がある。According to the column joint structure of the present invention, continuity against compression can be maintained at the joint portions of columns having different sizes by the reinforcing material. Moreover, since the reinforcing material can be attached to the pillar at the factory, the assembling work on site is not complicated. Further, the reinforcing material has an effect of making the thickness of the end plate thinner than the conventional one against the tensile force.
【図１】本発明の実施例を示す柱継手部の側面図であ
る。FIG. 1 is a side view of a column joint portion showing an embodiment of the present invention.
【図２】図１のＡ−Ａ断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図３】本発明の別の実施例を示す柱継手部の側面図で
ある。FIG. 3 is a side view of a column joint portion showing another embodiment of the present invention.
【図４】図３のＢ−Ｂ断面図である。4 is a sectional view taken along line BB of FIG.
【図５】本発明の別の実施例を示す柱継手部の側面図で
ある。FIG. 5 is a side view of a column joint portion showing another embodiment of the present invention.
【図６】図５のＣ−Ｃ断面図である。6 is a cross-sectional view taken along line CC of FIG.
【図７】本発明の別の実施例を示す柱継手部の側面図で
ある。FIG. 7 is a side view of a column joint portion showing another embodiment of the present invention.
【図８】図７のＤ−Ｄ断面図である。8 is a cross-sectional view taken along the line DD of FIG.
【図９】従来の柱継手部の側面図である。FIG. 9 is a side view of a conventional column joint portion.
１ 柱 ２ 柱 ３ エンドプレート ４ エンドプレート ５ ボルト ６ 山形鋼 ７ 溝形鋼 ８ Ｔ形鋼 ９ 山形鋼 １０ プレート 1 column 2 column 3 end plate 4 end plate 5 bolt 6 chevron steel 7 channel steel 8 T-shaped steel 9 chevron steel 10 plate
───────────────────────────────────────────────────── フロントページの続き (72)発明者 飯田 泰彦 東京都千代田区丸の内一丁目１番２号 日 本鋼管株式会社内 (72)発明者 中村 典正 東京都千代田区丸の内一丁目１番２号 日 本鋼管株式会社内 (72)発明者 吉田 勝利 東京都千代田区丸の内一丁目１番２号 日 本鋼管株式会社内 (72)発明者 池田 孝之 東京都千代田区丸の内一丁目１番２号 日 本鋼管株式会社内 (72)発明者 藤原 博之 東京都千代田区丸の内一丁目１番２号 日 本鋼管株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yasuhiko Iida 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Japan Steel Pipe Co., Ltd. (72) Norimasa Nakamura 1-2-1 Marunouchi, Chiyoda-ku, Tokyo Date Inside the Steel Pipe Co., Ltd. (72) Masaru Yoshida Inventor, Marunouchi 1-2-2, Chiyoda-ku, Tokyo Inside Steel Pipe Corporation (72) Inventor Takayuki Ikeda 1-2-1 Marunouchi, Chiyoda-ku, Tokyo Japan Steel Pipe Incorporated (72) Inventor Hiroyuki Fujiwara 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Nihon Steel Tube Co., Ltd.
Claims (1)
して連結する継手部において、小さい方のサイズの柱に
補強材を取り付けたことを特徴とする柱の継手構造。1. A joint structure of columns, wherein a reinforcing member is attached to a column of a smaller size in a joint portion for connecting columns of different sizes via an end plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12857192A JP2778351B2 (en) | 1992-05-21 | 1992-05-21 | Column joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12857192A JP2778351B2 (en) | 1992-05-21 | 1992-05-21 | Column joint structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05321332A true JPH05321332A (en) | 1993-12-07 |
| JP2778351B2 JP2778351B2 (en) | 1998-07-23 |
Family
ID=14988051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12857192A Expired - Fee Related JP2778351B2 (en) | 1992-05-21 | 1992-05-21 | Column joint structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2778351B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102126108A (en) * | 2010-12-30 | 2011-07-20 | 山东杭萧钢构有限公司 | Novel process for manufacturing lattice type steel column |
| CN105382491A (en) * | 2015-11-26 | 2016-03-09 | 上海建工（江苏）钢结构有限公司 | Machining, manufacturing and inspection method of arc-shaped steel pipe column |
-
1992
- 1992-05-21 JP JP12857192A patent/JP2778351B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102126108A (en) * | 2010-12-30 | 2011-07-20 | 山东杭萧钢构有限公司 | Novel process for manufacturing lattice type steel column |
| CN105382491A (en) * | 2015-11-26 | 2016-03-09 | 上海建工（江苏）钢结构有限公司 | Machining, manufacturing and inspection method of arc-shaped steel pipe column |
| CN105382491B (en) * | 2015-11-26 | 2017-05-31 | 上海建工（江苏）钢结构有限公司 | The processing and fabricating and the method for inspection of arc-shaped steel tubing string |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2778351B2 (en) | 1998-07-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |