JP2750014B2 - Pillar structure - Google Patents
Pillar structureInfo
- Publication number
- JP2750014B2 JP2750014B2 JP11163291A JP11163291A JP2750014B2 JP 2750014 B2 JP2750014 B2 JP 2750014B2 JP 11163291 A JP11163291 A JP 11163291A JP 11163291 A JP11163291 A JP 11163291A JP 2750014 B2 JP2750014 B2 JP 2750014B2
- Authority
- JP
- Japan
- Prior art keywords
- column
- anchor
- view
- joint plate
- perspective
- 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 - Fee Related
Links
Landscapes
- Foundations (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は角鋼管柱、特に長方形
断面の角鋼管柱を基礎コンクリート中に埋設して定着す
る柱脚部構造である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base structure in which a square steel tubular column, in particular, a rectangular steel tubular column having a rectangular cross section is buried and fixed in basic concrete.
【0002】[0002]
【発明が解決しようとする課題】発明者は先に柱を壁内
に納めて室内に柱型の突出しない長方形断面の角鋼管柱
を使用する建築構造を開発している。そしてこの角鋼管
柱の柱脚を基礎コンクリートに対して剛接合しうる構造
が要望され、従来の基礎コンクリート中の挿入孔に角鋼
管柱を建込む構造では位置決めが容易でなく、柱脚の曲
げ抵抗を大きくすることは困難である。SUMMARY OF THE INVENTION The inventor has previously developed a building structure in which a pillar is housed in a wall and a rectangular steel tube column having a rectangular cross section without a pillar is projected into the room. There is a demand for a structure that allows the column base of this square steel tube column to be rigidly connected to the foundation concrete. In the conventional structure where a square steel tube column is installed in the insertion hole in the foundation concrete, positioning is not easy, and bending of the column base is not possible. It is difficult to increase the resistance.
【0003】この発明は前記問題点を解消すべく開発し
たものである。[0003] The present invention has been developed to solve the above problems.
【0004】[0004]
【課題を解決するための手段】この発明はアンカー金具
の上部に並列した継手板を樹立し、その継手板を角鋼管
柱の下部の相対する側面に添わせて固着し、アンカー金
具および継手板下部を基礎コンクリート中に埋設して定
着してある柱脚部構造である。また前記のアンカー金具
は基礎盤上に設置したコンクリートブロック上面に突設
してある。SUMMARY OF THE INVENTION The present invention establishes a joint plate in parallel with an upper part of an anchor fitting, and fixes the joint plate along the opposing side surfaces of a lower portion of a square steel tubular column, thereby fixing the anchor fitting and the joint plate. It is a column base structure where the lower part is embedded and fixed in the foundation concrete. Further, the anchor fittings protrude from the upper surface of the concrete block installed on the foundation board.
【0005】[0005]
【実施例】図1、図2に示す実施例においてアンカー金
具1は形鋼を複数本コンクリートブロック2の上面に突
設してあり、基礎盤3上に設置する。継手板4は鋼板を
並列し、連結板5によって組立ておき、アンカー金具1
の上部にボルトナット等によって固着することにより樹
立する。長方形断面の角鋼管柱Aの下端にはベースプレ
ート6が固着してあり、継手板4の上部を角鋼管柱Aの
下部長辺両側面に添わせてボルトナット等によって固着
し、アンカー金具1および継手板下部を基礎コンクリー
トB中に埋設して定着したものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment shown in FIGS. 1 and 2, an anchor 1 has a plurality of shaped steels protruding from the upper surface of a concrete block 2 and is installed on a foundation board 3. FIG. The joint plate 4 is made up of steel plates arranged side by side and assembled by the connecting plate 5, and the anchor 1
It is established by fixing it to the upper part with bolts and nuts. A base plate 6 is fixed to the lower end of the rectangular steel tube column A having a rectangular cross section. The upper portion of the joint plate 4 is fixed to the lower long side of the square steel tube column A along both side surfaces by bolts and nuts or the like. The lower part of the joint plate is embedded in and fixed in the foundation concrete B.
【0006】また必要により基礎コンクリートB中に定
着したアンカーボルト7をベースプレート6に挿通して
固定する。また必要により継手板4と角鋼管柱Aの側面
間に間隔調整と補強のためにフイラー8を介在させる。If necessary, an anchor bolt 7 fixed in the foundation concrete B is inserted through the base plate 6 and fixed. If necessary, a filer 8 is interposed between the joint plate 4 and the side surface of the square steel pipe column A for adjusting the gap and reinforcing.
【0007】図3、図4に示す実施例は、前記実施例が
継手板4を角鋼管柱の長辺両側面に添わせたのに対して
継手板4を角鋼管柱の短辺両側面に添わせた構造であ
り、その他先の実施例と同一符号はその実施例と同様の
構造を示すものである。In the embodiment shown in FIG. 3 and FIG. 4, the joint plate 4 is attached to both sides of the long side of the square steel pipe column, whereas the joint plate 4 is attached to both short sides of the square steel column. The same reference numerals as those in the previous embodiments denote the same structures as those in the previous embodiment.
【0008】図5に示す実施例は角鋼管柱Aが正方形断
面の場合であり、図6に示す実施例は柱がH形断面の場
合であり、継手板4、アンカー金具1は同様の構造であ
る。FIG. 5 shows an embodiment in which the square steel tubular column A has a square section, and FIG. 6 shows an embodiment in which the column has an H-shaped section. The joint plate 4 and the anchor 1 have the same structure. It is.
【0009】[0009]
【発明の効果】この発明は以上の構成からなり、柱脚部
は基礎コンクリート中に埋設されたアンカー金具に継手
板によって連結され、柱脚部の定着強度を著しく向上さ
せ、柱脚部の剛接合が可能である。According to the present invention, the column pedestal is connected to an anchor metal buried in the foundation concrete by a joint plate to significantly improve the anchoring strength of the column pedestal, and to improve the rigidity of the column pedestal. Joining is possible.
【0010】また基礎コンクリートの打設前にアンカー
金具、継手板、柱脚をボルトナット等で組立てることに
より位置決めが容易である。Also, positioning is easy by assembling anchors, joint plates, and column bases with bolts and nuts before placing the foundation concrete.
【図1】この発明の第1実施例で(a)は正面図。
(b)は側面図。FIG. 1A is a front view of a first embodiment of the present invention.
(B) is a side view.
【図2】図2第1実施例の各部を示したもので(a)は
柱脚部の斜視図、(b)は継手板の斜視図、(c)はア
ンカー金具の斜視図である。2 (a) is a perspective view of a column base, FIG. 2 (b) is a perspective view of a joint plate, and FIG. 2 (c) is a perspective view of an anchor.
【図3】この発明の第2実施例で(a)は正面図(b)
は側面図。3A is a front view of a second embodiment of the present invention, FIG.
Is a side view.
【図4】(a)図4第2実施例の各部を示したものでは
柱脚部の斜視図、(b)は継手板の斜視図、(c)はア
ンカー金具の斜視図である。4A is a perspective view of a column base in each part of the second embodiment, FIG. 4B is a perspective view of a joint plate, and FIG. 4C is a perspective view of an anchor.
【図5】この発明の第3実施例で、(a)は正面図、
(b)は柱脚部の斜視図、(c)は継手板の斜視図、
(d)はアンカー金具の斜視図である。5A is a front view of a third embodiment of the present invention, FIG.
(B) is a perspective view of a column base, (c) is a perspective view of a joint plate,
(D) is a perspective view of the anchor.
【図6】この発明の第4実施例で(a)は正面図、
(b)は柱脚部の斜視図、(c)は継手板の斜視図
(d)はアンカー金具の斜視図である。6A is a front view of a fourth embodiment of the present invention, FIG.
(B) is a perspective view of a column base, (c) is a perspective view of a joint plate, and (d) is a perspective view of an anchor.
A…角鋼管柱、B…基礎コンクリート 1…アンカー金具、2…コンクリートブロック、3…基
礎盤、4…継手板、5連結板、6…ベースプレート、7
…アンカーボルト、8…フィラー。A: Square steel tubular column, B: Foundation concrete 1: Anchor fitting, 2: Concrete block, 3: Foundation board, 4: Joint plate, 5 connecting plate, 6: Base plate, 7
... anchor bolt, 8 ... filler.
Claims (2)
樹立し、その継手板の上部を柱下部の相対する両側面に
添わせて固着し、アンカー金具および継手板下部を基礎
コンクリート中に埋設して定着してある柱脚部構造。A joint plate arranged in parallel with an upper part of an anchor is established, and the upper part of the joint is fixed along both opposing side surfaces of a lower part of a column, and the anchor and the lower part of the joint are buried in foundation concrete. The column base structure has been established.
クリートブロック上面に突設してあることを特徴とする
請求項1記載の柱脚部構造。2. The column base structure according to claim 1, wherein the anchor is protruded from an upper surface of the concrete block installed on the foundation board.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11163291A JP2750014B2 (en) | 1991-05-16 | 1991-05-16 | Pillar structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11163291A JP2750014B2 (en) | 1991-05-16 | 1991-05-16 | Pillar structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04339914A JPH04339914A (en) | 1992-11-26 |
JP2750014B2 true JP2750014B2 (en) | 1998-05-13 |
Family
ID=14566237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11163291A Expired - Fee Related JP2750014B2 (en) | 1991-05-16 | 1991-05-16 | Pillar structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2750014B2 (en) |
-
1991
- 1991-05-16 JP JP11163291A patent/JP2750014B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04339914A (en) | 1992-11-26 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |