JPH0449329A - Pedestal construction of steel framed column - Google Patents
Pedestal construction of steel framed columnInfo
- Publication number
- JPH0449329A JPH0449329A JP15950590A JP15950590A JPH0449329A JP H0449329 A JPH0449329 A JP H0449329A JP 15950590 A JP15950590 A JP 15950590A JP 15950590 A JP15950590 A JP 15950590A JP H0449329 A JPH0449329 A JP H0449329A
- Authority
- JP
- Japan
- Prior art keywords
- column
- reinforcing bars
- steel framed
- steel
- framed 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 25
- 239000010959 steel Substances 0.000 title claims abstract description 25
- 238000010276 construction Methods 0.000 title 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title 1
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 241000490025 Schefflera digitata Species 0.000 abstract 1
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 235000015250 liver sausages Nutrition 0.000 abstract 1
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は配筋作業か容易で鉄骨柱と基ｆｌｉ梁か強固に
接合される鉄骨柱の柱脚構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a column base structure for a steel column in which the steel column and the base beam are firmly connected with easy reinforcement work.
（従来の技術）
従来の鉄骨柱の埋め込み柱脚においては基礎梁の鉄筋を
鉄骨柱を囲んで配筋し・ていたため配筋作業の負担か大
きく接合強度にも問題かあった。(Prior art) In the conventional embedded column base of a steel frame column, the reinforcing bars of the foundation beam were arranged around the steel column, which caused problems with the reinforcement work and the joint strength.
（発明か解決し・ようとする課題）
本発明は以上の従来の課題を解決し・配筋作業か容易で
及び接合強度も十分確保出来る柱脚構造の提供を目的と
する。(Problems to be Solved by the Invention) The present invention aims to solve the above-mentioned conventional problems and provide a column base structure that facilitates reinforcement work and can ensure sufficient joint strength.
（課題を解決するための手段）
本発明は以上の目的達成のために
１、鉄骨柱の下端部に熔接等により固定された鉄筋接合
ブシートと、該鉄筋接合プレートコこ接合された基礎梁
の鉄筋とからなる鉄骨柱の柱脚構造を提案するものであ
る。(Means for Solving the Problems) In order to achieve the above-mentioned objects, the present invention has the following features: 1. A reinforcing bar joint plate fixed to the lower end of a steel column by welding or the like, and a foundation beam to which the reinforcing bar joint plate is jointed. This paper proposes a column base structure for steel columns consisting of reinforcing bars.
（作用）
（１）本発明の柱脚構造は特に地中の基礎梁の鉄筋が鉄
筋接合ブし一トを介して鉄骨柱に接合されるため基ｆＩ
！梁のコンクリートの割裂の危れかなく強固な接合か達
成される。(Function) (1) In the column base structure of the present invention, the reinforcing bars of the underground foundation beam are connected to the steel column through the reinforcing bar joints, so the base fI
! A strong joint is achieved without the risk of splitting the concrete of the beam.
（２）本発明の柱脚構造は特に基礎梁用の鉄筋か鉄骨柱
を迂回する従来の方法と比較し・鉄骨か鉄骨柱に鉄筋接
合プレートを介し・で接合されるため基礎梁の梁幅も拡
か参らずコストダウンになる。(2) The column base structure of the present invention is particularly different from the conventional method of bypassing the reinforcing bars or steel columns for the foundation beam, since it is connected to the steel frame or the steel column via a reinforcing bar joint plate, so the beam width of the foundation beam is However, it will not expand and the cost will come down.
（３）本発明の柱脚構造は特許こ鉄筋接合ブし−）・を
用いるため配筋作業か容易である。(3) Since the column base structure of the present invention uses the patented reinforcing bar joint bushing, reinforcing work is easy.
（実施例）
以下本発明の鉄骨柱の柱脚構造を図面に示す実施例に従
い説明する。(Example) The column base structure of a steel column according to the present invention will be described below according to an example shown in the drawings.
第１図及び第２図は本発明の柱脚構造を示し、該柱脚構
造は鉄骨柱（７）の下端部において鉄筋接合プレート（
２）が熔接等で固定されている。FIGS. 1 and 2 show the column base structure of the present invention, and the column base structure includes a reinforcing bar joint plate (
2) is fixed by welding or the like.
該鉄筋接合プレート（２）には基礎梁（５）の鉄筋（４
）が接合される。The reinforcing bars (4) of the foundation beam (5) are attached to the reinforcing bar joint plate (2).
) are joined.
すなわち図示の実施例では連結板（３）を介して鉄筋（
４）が鉄筋接合プレート（２）に接合されている。In other words, in the illustrated embodiment, the reinforcing bars (
4) is joined to the reinforcing bar joint plate (2).
以上の状態でコンクリートが打ち込まれ地中に基礎梁（
５）がその鉄筋（４）か鉄骨柱（７）に接合されて形成
されるのである。Under the above conditions, concrete is poured into the ground and the foundation beam (
5) are connected to the reinforcing bars (4) or steel columns (7).
（発明の効果）
本発明の鉄骨柱の柱脚構造の実施例は以上の通りであり
その効果を次に列記する。(Effects of the Invention) The embodiments of the column base structure of the steel frame column of the present invention are as described above, and the effects thereof are listed below.
（１）本発明の柱脚構造は特に地中の基礎梁の鉄筋か鉄
筋接合プレートを介し・て鉄骨柱に接合されるため基礎
梁のコンクリートの割裂の危れかなく強固な接合が達成
される。(1) The column base structure of the present invention is particularly connected to the steel column via the reinforcing bars of the foundation beam underground or through the reinforcing bar joint plate, so a strong connection is achieved without the risk of splitting the concrete of the foundation beam. Ru.
（２）本発明の柱脚構造は特に基礎梁用の鉄筋が鉄骨柱
を迂回する従来の方法と比較し・鉄骨か鉄骨柱に鉄筋接
合プレートを介して接合されるため基礎梁の梁幅も拡が
らずコストタウンになる。(2) The column base structure of the present invention is particularly different from the conventional method in which the reinforcing bars for the foundation beams bypass the steel columns.・Since the reinforcing bars for the foundation beams are connected to the steel frame or the steel columns via the reinforcing bar joint plate, the beam width of the foundation beams can be reduced. It will not spread and will become a cost town.
（３）本発明の柱脚構造は特に鉄筋接合プレートを用い
るため配筋作業が容易である。(3) Since the column base structure of the present invention uses reinforcing bar joint plates, the reinforcement work is easy.
第１図は本発明の柱脚構造の平面図 第２図は同上断面正面図 ２：鉄筋接合プレート ３：連結板 ４：鉄筋 ５：基礎梁 ７：鉄骨柱 出願人 大和ハウス工業株式会社 Figure 1 is a plan view of the column base structure of the present invention. Figure 2 is a cross-sectional front view of the same as above. 2: Rebar joint plate 3: Connection plate 4: Rebar 5: Foundation beam 7: Steel column Applicant: Daiwa House Industry Co., Ltd.
Claims (1)
プレートと、該鉄筋接合プレートに接合された基礎梁の
鉄筋とからなる鉄骨柱の柱脚構造1. Column base structure of a steel column consisting of a reinforcing bar joint plate fixed to the lower end of the steel column by welding etc. and the reinforcing bars of the foundation beam joined to the reinforcing bar joint plate
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15950590A JPH0449329A (en) | 1990-06-18 | 1990-06-18 | Pedestal construction of steel framed column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15950590A JPH0449329A (en) | 1990-06-18 | 1990-06-18 | Pedestal construction of steel framed column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0449329A true JPH0449329A (en) | 1992-02-18 |
Family
ID=15695238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15950590A Pending JPH0449329A (en) | 1990-06-18 | 1990-06-18 | Pedestal construction of steel framed column |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0449329A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0641979A (en) * | 1992-07-24 | 1994-02-15 | Daiwa House Ind Co Ltd | Foundation of steelwork frame |
| JP2004270381A (en) * | 2003-03-11 | 2004-09-30 | Kajima Corp | Foundation-column joint structure and construction method |
-
1990
- 1990-06-18 JP JP15950590A patent/JPH0449329A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0641979A (en) * | 1992-07-24 | 1994-02-15 | Daiwa House Ind Co Ltd | Foundation of steelwork frame |
| JP2004270381A (en) * | 2003-03-11 | 2004-09-30 | Kajima Corp | Foundation-column joint structure and construction method |
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