JP2552356Y2 - Pillar hardware - Google Patents
Pillar hardwareInfo
- Publication number
- JP2552356Y2 JP2552356Y2 JP1991098487U JP9848791U JP2552356Y2 JP 2552356 Y2 JP2552356 Y2 JP 2552356Y2 JP 1991098487 U JP1991098487 U JP 1991098487U JP 9848791 U JP9848791 U JP 9848791U JP 2552356 Y2 JP2552356 Y2 JP 2552356Y2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- column
- column base
- base metal
- steel column
- 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)
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】この考案は、鉄骨柱と基礎コンク
リートとを接合する柱脚金物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base fitting for connecting a steel column and a foundation concrete.
【0002】[0002]
【従来の技術】鉄骨造および鉄骨鉄筋コンクリート造に
用いられる鉄骨柱を基礎鉄筋コンクリート上に立設する
ために、基礎鉄筋コンクリート上に先ず柱脚金物を固定
し、柱脚金物に鉄骨柱を立設する技術が用いられつつあ
るが、従来の柱脚金物は、鉄骨柱と溶接によって接合さ
れていた。2. Description of the Related Art In order to erect a steel column used for steel frame construction and steel-framed reinforced concrete construction on a base reinforced concrete, first, a column base metal is fixed on the base reinforced concrete, and a steel column is erected on the column base metal. However, conventional column base hardware has been joined to a steel column by welding.
【0003】[0003]
【考案が解決しようとする課題】上記従来の柱脚金物は
鉄骨柱と溶接によって接合するものであり、すなわち溶
接という過酷な作業を伴い、また近年の溶接作業者の不
足によって工期の遅延や品質の不安定化を招くおそれが
あった。したがって本考案は、鉄骨柱との間の溶接作業
を排除することができ、しかも溶接による接合と同等の
強度を確保することができる柱脚金物を提供することを
目的とする。The above-mentioned conventional column base hardware is joined to a steel column by welding, that is, it involves severe work of welding, and due to the shortage of welding workers in recent years, the construction period has been delayed and the quality has been reduced. Could cause instability. Therefore, an object of the present invention is to provide a column base metal fitting which can eliminate a welding work with a steel column and can secure the same strength as joining by welding.
【0004】[0004]
【課題を解決するための手段】本考案は、鉄骨柱の下部
のすべての側面と対向するように突出部を立設し、該突
出部の各々の面に横方向に複数個且つ縦方向にも複数個
のボルト穴を形成し、基礎コンクリートから立設した複
数本のアンカーボルトがそれぞれ挿通する複数個のアン
カーボルト穴を突出部の外側に形成し、鉄骨柱の底面の
少なくとも一部を支持する受座を突出部に形成すること
によって、上記目的を達成したものである。According to the present invention, a plurality of projections are erected so as to face all side surfaces of a lower portion of a steel column, and a plurality of projections are provided on each surface of the projections in a lateral direction and a vertical direction. Also, a plurality of bolt holes are formed, and a plurality of anchor bolt holes through which a plurality of anchor bolts erected from the foundation concrete are respectively inserted are formed outside the protruding portion to support at least a part of the bottom surface of the steel column. The above object has been achieved by forming a receiving seat at the projecting portion.
【0005】[0005]
【作用】上記柱脚金物は鉄骨柱とボルト接続することが
でき、したがって鉄骨柱との間の溶接作業を排除するこ
とができ、しかも溶接による接合と同等の強度を確保す
ることができる。The above-mentioned column base metal can be bolted to the steel column, so that welding work between the column and the steel column can be eliminated, and the same strength as that obtained by welding can be secured.
【0006】[0006]
【実施例】本考案の実施例を図面によって説明する。図
1及び図2は本考案の第1実施例の柱脚金物1を示し、
立設しようとする角筒型鉄骨柱2の下部内面に対向する
ように角筒状の突出部1aが立設されており、突出部1
aの各辺には各々4個、都合16個のボルト穴1bが形
成されており、また突出部1aの外面全周に鉄骨柱2の
底面を支持する受座1cが設けられている。この実施例
は以上のように構成されており、基礎鉄筋コンクリート
3よりアンカーボルト4を立設し、基礎コンクリート3
上に後詰モルタル5を打設し、後詰モルタル5上に上記
柱脚金物1を配置して、アンカーボルト4と柱脚金物1
とをボルト締結する。しかる後、角筒型鉄骨柱2の4辺
のうち隣接する2辺に隙間調整プレート6を介在させて
鉄骨柱2を柱脚金物1上に載置し、柱脚金物1と鉄骨柱
2とをボルト7によって締結する。これにて鉄骨柱2の
立設作業は完了し、溶接作業を行うことなく鉄骨柱2を
立設することができる。なお本実施例では柱脚金物1に
鉄骨柱2の底面を支持する受座1cが設けられているか
ら、鉄骨柱2の軸方向の位置決めを容易に行うことがで
きる。柱脚金物1の材質としては、鋳鋼、鍛鋼、又は球
状黒鉛鋳鉄を用いることができる。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 and 2 show a column base hardware 1 according to a first embodiment of the present invention.
A rectangular cylindrical projecting portion 1a is erected so as to face the lower inner surface of the rectangular tubular steel column 2 to be erected.
Four bolt holes 1b are formed on each side of a, and 16 bolt holes 1b are formed, and a receiving seat 1c for supporting the bottom surface of the steel column 2 is provided all around the outer surface of the protruding portion 1a. This embodiment is configured as described above. An anchor bolt 4 is erected from a foundation reinforced concrete 3 and a foundation concrete 3
A rear-filled mortar 5 is cast on the mortar 5, and the column base 1 is placed on the rear-fill mortar 5.
With bolts. Thereafter, the steel column 2 is placed on the column base metal 1 with the gap adjusting plate 6 interposed between two adjacent sides of the four sides of the rectangular cylindrical steel column 2, and the column base metal 1 and the steel column 2 are connected to each other. Are fastened by bolts 7. With this, the erecting operation of the steel column 2 is completed, and the steel column 2 can be erected without performing the welding operation. In this embodiment, since the column base metal fitting 1 is provided with the seat 1c for supporting the bottom surface of the steel column 2, the steel column 2 can be easily positioned in the axial direction. Cast steel, forged steel, or spheroidal graphite cast iron can be used as the material of the column base metal 1.
【0007】次に図3及び図4は本考案の第2実施例を
示し、この柱脚金物1は、立設しようとする鉄骨柱がH
型鋼8である場合に用いられるものであり、H型鋼8の
両側板8a,8aの内面と中板8bの一方の側面とに対
向するように、断面ほぼH字状の突出部1aが立設され
ており、突出部1aに都合12個のボルト穴1bが形成
されており、またH型鋼の両側板8a,8aの底面を支
持する位置に受座1cが設けられている。この柱脚金物
1を用いるには、H型鋼の中板8bの下部両側に切欠き
8cを設け、H型鋼の一方の側板8aに隙間調整プレー
ト6を介在させてH型鋼8を柱脚金物1上に載置し、柱
脚金物1とH型鋼8とをボルト7によって締結する。Next, FIGS. 3 and 4 show a second embodiment of the present invention.
A protruding portion 1a having a substantially H-shaped cross section is used so as to face the inner surfaces of both side plates 8a, 8a of the H-shaped steel 8 and one side surface of the middle plate 8b. Twelve bolt holes 1b are formed in the protruding portion 1a, and a receiving seat 1c is provided at a position supporting the bottom surfaces of both side plates 8a, 8a of the H-shaped steel. In order to use the column base metal 1, notches 8 c are provided on both lower sides of the middle plate 8 b of the H-shaped steel, and the H-shaped steel 8 is connected to the column base metal 1 by interposing the gap adjusting plate 6 on one side plate 8 a of the H-shaped steel. The column base metal 1 and the H-section steel 8 are fastened by bolts 7.
【0008】次に図5及び図6は本考案の第3実施例を
示し、この柱脚金物1は第1実施例と同様に、角筒型鉄
骨柱の立設に用いられるものであるが、突出部1aの外
面の3箇所にのみ鉄骨柱の底面を支持する受座1cを設
けたものである。この構成によっても第1実施例と同様
の効果を得ることができる。なお上記各実施例図におい
て、ボルト穴1bはねじを設けた方式で示したが、ねじ
のないボルト貫通穴とし、ナットにより締結する方式で
あっても同様の効果を得る。Next, FIGS. 5 and 6 show a third embodiment of the present invention. This column base 1 is used for erecting a rectangular cylindrical steel column as in the first embodiment. And a receiving seat 1c for supporting the bottom surface of the steel column only at three places on the outer surface of the protruding portion 1a. With this configuration, the same effect as in the first embodiment can be obtained. In each of the above embodiments, the bolt hole 1b is provided with a screw. However, a similar effect can be obtained by using a bolt through hole without a screw and fastening with a nut.
【0009】[0009]
【考案の効果】本考案によって、溶接作業を排除するこ
とができ、しかも溶接による接合と同等の強度を確保す
ることができる柱脚金物が提供された。According to the present invention, there is provided a column base metal fitting which can eliminate welding work and can secure the same strength as joining by welding.
【図1】本考案の第1実施例の縦断面図FIG. 1 is a longitudinal sectional view of a first embodiment of the present invention.
【図2】図1中A−A矢視図FIG. 2 is a view taken in the direction of arrows AA in FIG.
【図3】第2実施例の正面図FIG. 3 is a front view of a second embodiment.
【図4】図3中B−B矢視図FIG. 4 is a view taken in the direction of arrows BB in FIG. 3;
【図5】第3実施例の正面図FIG. 5 is a front view of a third embodiment.
【図6】同平面図FIG. 6 is a plan view of the same.
1…柱脚金物 1a…突出部 1
b…ボルト穴 1c…受座 2…角筒型鉄骨柱 3
…基礎鉄筋コンクリート 4…アンカーボルト 5…後詰モルタル 6
…隙間調整プレート 7…ボルト 8…H型鋼 8
a…側板 8b…中板 8c…切欠き1 ... pillar base metal 1a ... protruding part 1
b ... bolt hole 1c ... receptacle 2 ... square tubular steel column 3
… Basic reinforced concrete 4… Anchor bolts 5… Mortar mortar 6
... Gap adjusting plate 7 ... Bolt 8 ... H-shaped steel 8
a: Side plate 8b: Middle plate 8c: Notch
───────────────────────────────────────────────────── フロントページの続き (72)考案者 平川 茂 福岡県北九州市若松区北浜一丁目9番1 号 日立金属株式会社若松工場内 (72)考案者 佐藤 邦昭 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)考案者 五十殿 侑弘 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)考案者 佐伯 俊夫 東京都調布市飛田給二丁目19番1号 鹿 島建設株式会社技術研究所内 (72)考案者 富田 昭夫 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (72)考案者 中村 嘉宏 東京都港区元赤坂一丁目2番7号 鹿島 建設株式会社内 (56)参考文献 実開 昭60−99604(JP,U) ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Shigeru Hirakawa 1-9-1, Kitahama-ku, Wakamatsu-ku, Kitakyushu-shi, Fukuoka Hitachi Metals Co., Ltd. Wakamatsu Plant (72) Inventor Kuniaki Sato 1-2-1, Moto-Akasaka, Minato-ku, Tokyo No. 7 Kashima Construction Co., Ltd. (72) Inventor Yuhiro Idono 1-7-2 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Toshio Saeki Tobita 2-chome 19, Chofu-shi, Tokyo No. 1 Kashima Construction Co., Ltd.Technical Research Institute (72) Inventor Akio Tomita 1-7 Motomoto Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Yoshihiro Nakamura 1-Chome Moto-Akasaka, Minato-ku, Tokyo No.2, 7 Kashima Construction Co., Ltd. (56) Reference Reference
Claims (3)
脚金物において、 前記鉄骨柱の下部のすべての側面と対向するように突出
部を立設し、該突出部の各々の面に横方向に複数個且つ
縦方向にも複数個のボルト穴を形成し、鉄骨柱の底面の
少なくとも一部を支持する受座を前記突出部に形成し、
前記基礎コンクリートから立設した複数本のアンカーボ
ルトがそれぞれ挿通する複数個のアンカーボルト穴を前
記突出部の外側に形成したことを特徴とする柱脚金物。1. A column base metal fitting for joining a steel column and a foundation concrete, wherein protruding portions are erected so as to face all lower side surfaces of the steel column, and a lateral direction is formed on each surface of the protruding portion. More than one
Also forms a plurality of bolt holes in the vertical direction, the bottom surface of the steel columns
Forming a seat for supporting at least a part of the protrusion,
A plurality of anchors erected from the foundation concrete
Front of multiple anchor bolt holes through which the
A column base hardware formed outside the projection .
する側面のうちの一方の側面と、該一方の側面に対向す
る部分の前記突出部との間に、隙間調整プレートを介在
させた請求項1記載の柱脚金物。2. The lower side surfaces of said steel column are opposed to each other.
One of the side surfaces to be
A gap adjusting plate is interposed between
The column base metal fitting according to claim 1,
成した請求項1又は2記載の柱脚金物。3. The column base metal according to claim 1, wherein the metal base is formed of cast steel, forged steel, or spheroidal graphite cast iron.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991098487U JP2552356Y2 (en) | 1991-11-01 | 1991-11-01 | Pillar hardware |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991098487U JP2552356Y2 (en) | 1991-11-01 | 1991-11-01 | Pillar hardware |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0540402U JPH0540402U (en) | 1993-06-01 |
JP2552356Y2 true JP2552356Y2 (en) | 1997-10-29 |
Family
ID=14221015
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991098487U Expired - Fee Related JP2552356Y2 (en) | 1991-11-01 | 1991-11-01 | Pillar hardware |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2552356Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011007009A (en) * | 2009-06-29 | 2011-01-13 | Daiwa House Industry Co Ltd | Plate for steel column and steel column unit having the same |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58194551A (en) * | 1982-05-10 | 1983-11-12 | Canon Inc | Ink tank for ink jet printer |
-
1991
- 1991-11-01 JP JP1991098487U patent/JP2552356Y2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011007009A (en) * | 2009-06-29 | 2011-01-13 | Daiwa House Industry Co Ltd | Plate for steel column and steel column unit having the same |
Also Published As
Publication number | Publication date |
---|---|
JPH0540402U (en) | 1993-06-01 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |