JPH09256382A - Steel framed column embedding sill - Google Patents

Steel framed column embedding sill

Info

Publication number
JPH09256382A
JPH09256382A JP8878896A JP8878896A JPH09256382A JP H09256382 A JPH09256382 A JP H09256382A JP 8878896 A JP8878896 A JP 8878896A JP 8878896 A JP8878896 A JP 8878896A JP H09256382 A JPH09256382 A JP H09256382A
Authority
JP
Japan
Prior art keywords
seat plate
concrete
reinforcing bar
steel column
upper seat
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
Application number
JP8878896A
Other languages
Japanese (ja)
Other versions
JP2783993B2 (en
Inventor
Sadatoshi Kikuchi
貞寿 菊池
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP8088788A priority Critical patent/JP2783993B2/en
Publication of JPH09256382A publication Critical patent/JPH09256382A/en
Application granted granted Critical
Publication of JP2783993B2 publication Critical patent/JP2783993B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To greatly improve strength while simplifying installation work of a sill for the improvement of the steel framed column sill in a steel framed construction. SOLUTION: Lower seat plates 13 installed to a concrete footing are monolithically provided to the lower ends of posts 11 arranged in a square and, at the same time, upper seat plates 19 for receiving flanges in the lower ends of steel framed columns are monolithically provided to the upper ends of the posts 11. A plurality of reinforcing bars 14 are hung down along the outsides of the posts 11 at specific intervals in the circumferential direction from the upper seat plates 19, and male screws 26 passing through the upper seat plates 19 and fastening the flanges in the lower ends of the steel framed columns rising from the upper surfaces of the upper seat plates 19 are monolithically provided to the upper ends of the reinforcing bars 14.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は鉄骨柱を用いた建
造物における鉄骨柱用埋込土台に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an embedded foundation for a steel column in a building using the steel column.

【0002】[0002]

【従来の技術】従来の鉄骨建造物においては、GL下に
全体をコンクリート内に埋設した鉄骨性土台を構築し、
この土台上に鉄骨柱を立設する方法を採っている。
2. Description of the Related Art In a conventional steel structure, a steel-framed base is constructed by embedding the entire structure in concrete under a GL.
A method of erecting a steel column on this base is adopted.

【0003】上記土台は図1に示すように、方形配置に
した四本の支柱1の下端にコンクリート基礎2に設置さ
れる座板3を一体に設け、更に上記各支柱1の外側に沿
わせて四本のボルト4を立ち上げ、このボルト4の上端
を土台を埋め込んだコンクリート5の上面から突出さ
せ、このボルト4を使用して鉄骨柱6の下端のフランジ
7を締結し、土台及びコンクリート上に荷受けする構成
を採っている。
[0003] As shown in FIG. 1, the base is integrally provided with a seat plate 3 installed on a concrete foundation 2 at the lower ends of four columns 1 arranged in a square, and further along the outside of each column 1. Then, four bolts 4 are raised, and the upper ends of the bolts 4 are projected from the upper surface of the concrete 5 in which the base is embedded, and the flanges 7 at the lower ends of the steel columns 6 are fastened using the bolts 4. It has a configuration to receive on top.

【0004】又上記鉄骨柱6の直立度を確保するために
埋め込みコンクリート5の上面に水平な均しコンクリー
ト9を打ち、この均しコンクリート9の上面に上記鉄骨
柱6のフランジ7を支承する方法を採っている。
Further, in order to ensure the uprightness of the steel column 6, a horizontal leveling concrete 9 is hit on the upper surface of the embedded concrete 5 and the flange 7 of the steel column 6 is supported on the upper surface of the leveling concrete 9. Has been adopted.

【0005】[0005]

【発明が解決しようとする課題】而して、上記従来例に
おいては上記のように、土台をコンクリート5内に埋設
した後、この埋設コンクリート5上面の水平レベル出し
と高さ出しの作業が不可欠であり、この作業は煩雑で技
量差によりレベル不良が出る問題を有している。又鉄骨
柱6全体を実質的に埋設コンクリート5の上面に支承す
る構造であり、強度に欠ける問題を内在している。、又
レベルモルタルが柱の建て方の際の衝撃で欠損し柱の倒
れを招く恐れを有している。
As described above, in the above-mentioned conventional example, after the base is buried in the concrete 5, the work of leveling and leveling the upper surface of the buried concrete 5 is indispensable. However, this operation is complicated and has a problem that a level defect is caused due to a skill difference. Further, the structure is such that the entire steel column 6 is substantially supported on the upper surface of the buried concrete 5, and there is an inherent problem of lack of strength. In addition, there is a risk that the level mortar is damaged by the impact when the column is erected and the column mortar falls.

【0006】又コンクリート5内に埋設されて補強筋と
して機能させようとしているボルト4と、コンクリート
基礎2上に据付けられる四本の支柱1及び座板3の土台
本体を成す組立体とは単にボルト4の垂直を保つための
振れ止め8で仮止めされているだけであり、両者は構造
的に実質的に遊離し、ボルト4の垂直度も保ち難い問題
点を有している。
A bolt 4 buried in concrete 5 and intended to function as a reinforcing bar, and an assembly forming a base body of four columns 1 and a seat plate 3 installed on a concrete foundation 2 are simply bolts. Since the bolts 4 are only temporarily fixed by the steady rests 8 for maintaining the verticality of the bolts 4, the two are structurally substantially separated, and it is difficult to maintain the verticality of the bolts 4.

【0007】[0007]

【課題を解決するための手段】本発明は上記問題点を解
決する鉄骨柱用の埋込土台を提供するものである。この
埋込土台は方形配置にした支柱と、該支柱の下端に配し
たコンクリート基礎に設置するための下部座板と同支柱
の上端に配した鉄骨柱下端のフランジを荷受けする上部
座板とを一体にして土台本体を形成している。
SUMMARY OF THE INVENTION The present invention provides an embedded base for a steel column which solves the above-mentioned problems. This embedding base is composed of a rectangular column, a lower seat plate for installation on a concrete foundation arranged at the lower end of the column, and an upper seat plate for receiving a flange at the lower end of a steel column arranged at the upper end of the column. The base body is integrally formed.

【0008】上記上部座板部から周方向に間隔を置いて
複数本の補強筋を上記各支柱の外側に沿い垂下し、更に
この補強筋の上端を上部座板に貫通させて同座板の上面
から立上げ、この立上げ部により上記鉄骨柱下端のフラ
ンジを締結するための雄ねじを形成した。
A plurality of reinforcing bars are suspended along the outside of each of the columns at intervals from the upper seat plate in the circumferential direction, and the upper ends of the reinforcing bars are penetrated through the upper seat plate to form the seat plate. It was raised from the upper surface, and the raised portion formed a male screw for fastening the flange at the lower end of the steel column.

【0009】この埋込土台構造によれば、建造物の鉄骨
柱を、支柱と上下座板から成る埋込土台本体と、これを
埋設するコンクリートとが相補して安定に且つ高強度に
荷受けすることが可能である。加えて上記土台組立は下
部座板をコンクリート基礎上に設置することによってこ
の上部座板の上面に雄ねじを用い鉄骨柱を締結すること
によって容易に鉄骨柱の立設が可能となる。
According to this embedded base structure, the steel frame pillar of the building is stably and highly strongly loaded by the embedded base body composed of the columns and the upper and lower seat plates and the concrete in which the embedded base body is embedded. It is possible. In addition, the base assembly can be easily erected by installing the lower seat plate on a concrete foundation and fastening the steel column to the upper surface of the upper seat plate using male screws.

【0010】又補強筋を上記上部座板から垂下する構造
によって補強筋の傾き等を有効に防止でき、加えて補強
筋と上記土台本体との一体構造化が容易に図れ、両者が
相補して埋設コンクリートとの複合強度が確実に期待で
きる。
The structure in which the reinforcing bars hang down from the upper seat plate can effectively prevent inclination of the reinforcing bars and the like. In addition, the reinforcing bars and the base body can be easily integrated into a single body. Combined strength with buried concrete can be expected.

【0011】[0011]

【発明の実施の形態】以下本発明の実施形態例を図2乃
至図4に基いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.

【0012】四本の支柱11を方形配置にし、該支柱1
1の下端にコンクリート基礎12に設置するための方形
の下部座板13を一体に設けると共に、同支柱11の上
端に鉄骨柱16下端のフランジ17を荷受けする方形の
上部座板19を一体に設け、三者11,13,19によ
り直方体形の土台本体を形成する。
The four columns 11 are arranged in a rectangular shape, and the columns 1 are
1 is provided integrally with a rectangular lower seat plate 13 for installation on the concrete foundation 12, and a rectangular upper seat plate 19 for receiving the flange 17 at the lower end of the steel column 16 is integrally provided at the upper end of the column 11. The three members 11, 13, and 19 form a rectangular parallelepiped base body.

【0013】上記四本の支柱11は垂直且つ平行、上下
座板19,13は夫々水平で且つ平行であり、三者1
1,13,19を溶接により一体剛組みし、上記直方体
形の土台本体を形成する。
The four pillars 11 are vertical and parallel, and the upper and lower seat plates 19 and 13 are horizontal and parallel, respectively.
1, 13, and 19 are integrally assembled by welding to form the rectangular parallelepiped base body.

【0014】この土台本体は四本の支柱11の内域に形
成されたコンクリート充填空間20を有し、このコンク
リート充填空間20は各支柱11間の四側面の開口窓2
1によって開放されている。
The base body has a concrete filling space 20 formed inside the four pillars 11, and the concrete filling space 20 is formed between four openings 11 on four sides between the pillars 11.
Opened by one.

【0015】又上部座板19にはその中央部に上部開口
窓22を形成して上記コンクリート充填空間20と連通
させると共に、下部座板13にもその中央部に下部開口
窓23を形成し、コンクリート充填空間20内に充填さ
れた埋め込みコンクリート15とコンクリート基礎12
との結合を可能にする。
An upper opening window 22 is formed at the center of the upper seat plate 19 so as to communicate with the concrete filling space 20, and a lower opening window 23 is also formed at the center of the lower seat plate 13. Embedded concrete 15 and concrete foundation 12 filled in concrete filling space 20
To enable binding.

【0016】この埋め込みコンクリート15は上記土台
本体の周囲に打設されて上記側部開口窓21を通しコン
クリート充填空間20内に充填され、更に上部開口窓2
2内を埋め上部座板19の上面と略一致するレベルとな
るように充填される。
The embedded concrete 15 is cast around the base body and is filled into the concrete filling space 20 through the side opening window 21.
2 is filled so as to fill the inside of the upper seat plate 19 and reach a level substantially coincident with the upper surface of the upper seat plate 19.

【0017】よって土台本体の周囲に打設されたコンク
リートは上記開口窓21を通し上記空間20内へ流入し
て該空間20内を埋め一体となり、土台本体全体をコン
クリート15内に埋め込む。
Accordingly, the concrete poured around the base body flows into the space 20 through the opening window 21 and fills the space 20 so as to be integrated, and the whole base body is buried in the concrete 15.

【0018】上記上下座板19,13及び支柱11は鉄
製等の金属製であり、支柱11は横断面視鉤形のアング
ル材を用い、このアングル材の角部を上記上下開口窓2
2,23の角部に一致させて立設する。
The upper and lower seats 19 and 13 and the support 11 are made of metal such as iron, and the support 11 is formed of a hook-shaped angle member having a cross section viewed from the cross section.
It stands up so as to match the corners of 2, 23.

【0019】上記各支柱11の下端間と上端間は同種の
金属製補強骨24を溶接等して連結し、又は各支柱11
の延在部の途中を補強骨25で溶接等して連結し、剛強
度を補完する。
The same type of metal reinforcing bone 24 is connected by welding or the like between the lower end and the upper end of each of the columns 11, or
The middle part of the extending portion is connected by welding or the like with a reinforcing bone 25 to supplement the rigidity.

【0020】上下補強骨24及び中間補強骨25は板材
であり、上下補強骨24は上下座板19,13の開口縁
部を包囲するように溶接してこれに上記支柱11の上下
端をそれぞれ溶接する。
The upper and lower reinforcing bones 24 and the intermediate reinforcing bone 25 are plate members, and the upper and lower reinforcing bones 24 are welded so as to surround the opening edges of the upper and lower seating plates 19 and 13, and the upper and lower ends of the support column 11 are respectively attached thereto. Weld.

【0021】上記上部座板19と下部座板13は上記四
本の支柱11の周囲へ張り出し、下部座板13の張り出
し部に取付孔34を設け、この取付孔34を以ってコン
クリート基礎12の上面に重ね据えされた下部座板13
をアンカーボルト等により締結取付けする。
The upper seat plate 19 and the lower seat plate 13 project around the four pillars 11, and a mounting hole 34 is provided at the projecting portion of the lower seat plate 13. Lower seat plate 13 laid on top of
With an anchor bolt or the like.

【0022】又上記上部座板19の張り出し部から周方
向に間隔を置いて複数本の補強筋14を支柱11の外側
に沿い垂下する。この補強筋14の上端に上部座板19
を貫通して該座板19の上面から立上る雄ねじ26を形
成し、この雄ねじ26にナット27を螺合して置く。
A plurality of reinforcing bars 14 are suspended along the outside of the column 11 at intervals from the overhanging portion of the upper seat plate 19 in the circumferential direction. An upper seat plate 19 is attached to the upper end of the reinforcing bar 14.
Is formed to form a male screw 26 that rises from the upper surface of the seat plate 19, and a nut 27 is screwed onto the male screw 26.

【0023】この補強筋14は自重にて垂直状態を形成
するが、この垂直状態をより確実にするため、振れ止め
18にて支柱11に仮止めできる。これによって上記補
強筋14を支柱11と略平行に垂設する。
The reinforcing bar 14 forms a vertical state by its own weight, but it can be temporarily fixed to the column 11 by a steady rest 18 in order to ensure this vertical state. In this way, the reinforcing bars 14 are suspended substantially in parallel with the columns 11.

【0024】上記補強筋14は好ましくは、その周面に
軸線方向へ間隔を置いて形成したこぶ28を有する鉄筋
を用い、該鉄筋の上端の周面を切削して上記雄ねじ26
を形成する。
The reinforcing bar 14 is preferably a reinforcing bar having a hump 28 formed on the circumferential surface thereof at an interval in the axial direction, and the outer circumferential surface at the upper end of the reinforcing bar is cut to form the male screw 26.
To form

【0025】又上記補強筋14の延在部、例えば下端に
はコンクリートとの結合を強化するアンカー部29を設
ける。例えば補強筋14の下端に雄ねじ部30を形成
し、この雄ねじ部30に鍔32を挿入しナット31によ
り締め付け、この鍔32をアンカー部29とする。
An anchor portion 29 for strengthening the connection with concrete is provided at the extending portion of the reinforcing bar 14, for example, the lower end. For example, a male screw portion 30 is formed at the lower end of the reinforcing bar 14, a flange 32 is inserted into the male screw portion 30, and tightened by a nut 31, and the flange 32 is used as an anchor portion 29.

【0026】而して、上記土台組立隊を下部座板13を
以ってコンクリート基礎12の上面に重ね土台本体を据
え付けると共に、この座板13の張り出し部に設けた取
付孔34を介して基礎12内へアンカーを打設する等し
て土台を基礎12上に立設する。
Then, the base assembly is stacked on the upper surface of the concrete foundation 12 with the lower base plate 13 to mount the base body, and the base is provided through the mounting hole 34 provided in the projecting portion of the base plate 13. The foundation is erected on the foundation 12 by setting anchors in the base 12.

【0027】次で、土台の周囲にコンクリート15を打
設し、このコンクリート15を側部開口窓21を通しコ
ンクリート充填空間20内に充填する。これによってG
L下において埋め込みコンクリート15内に土台本体及
び補強筋14が埋設され、上部座板19及び雄ねじ26
が埋め込みコンクリート15の上面に露出した状態が形
成される。
Next, concrete 15 is poured around the base, and the concrete 15 is filled into the concrete filling space 20 through the side opening window 21. This makes G
L, the base body and the reinforcing bars 14 are embedded in the embedded concrete 15, and the upper seat plate 19 and the male screw 26 are provided.
A state in which is exposed on the upper surface of the embedded concrete 15 is formed.

【0028】上記埋め込み土台の上部座板19に鉄骨柱
16の下端に設けたフランジ17を重ねて荷受けし、こ
のフランジ17に設けた取付孔33に雄ねじ26を挿通
し、この雄ねじに螺合したナット27を以ってフランジ
17を上部座板19に締結する。
A flange 17 provided at the lower end of the steel column 16 is placed on the upper seat plate 19 of the embedding base, and received. The male screw 26 is inserted into a mounting hole 33 provided in the flange 17 and screwed into the male screw. The flange 17 is fastened to the upper seat plate 19 with the nut 27.

【0029】[0029]

【発明の効果】斯くして鉄骨柱は土台上に安定に荷受け
され、土台と埋め込みコンクリートとが相補して鉄骨柱
の荷受け強度を充分に確保できる。
As described above, the steel column is stably received on the base, and the base and the embedded concrete complement each other, so that the load receiving strength of the steel column can be sufficiently secured.

【0030】上記土台は下部座板を以ってコンクリート
基礎上に設置するのみで、上部座板を鉄骨柱の荷受け手
段として供することができ、従来の埋め込みコンクリー
ト打設後の均しコンクリートの形成を省約し、工事の簡
素化を図ることができる。
The above-mentioned base can be merely provided on a concrete foundation with a lower seat plate, and the upper seat plate can be used as a load receiving means for a steel column. And the construction can be simplified.

【0031】又補強筋と土台本体との一体化が図れ、補
強筋による補強目的を有効に達成できる。
In addition, the reinforcement and the base body can be integrated, and the reinforcement purpose by the reinforcement can be effectively achieved.

【図面の簡単な説明】[Brief description of drawings]

【図1】従来の鉄骨柱用の埋込土台を示す断面図。FIG. 1 is a cross-sectional view showing a conventional embedded base for a steel column.

【図2】本発明の実施例を示す埋込土台を示す斜視図。FIG. 2 is a perspective view showing an embedding base showing the embodiment of the present invention.

【図3】同埋込土台断面図。FIG. 3 is a sectional view of the embedded base.

【図4】同埋込土台平面図。FIG. 4 is a plan view of the embedded base.

【符号の説明】[Explanation of symbols]

11 支柱 12 コンクリート基礎 13 下部座板 14 補強筋 15 埋込コンクリート 19 上部座板 26 雄ねじ DESCRIPTION OF SYMBOLS 11 Prop 12 Concrete foundation 13 Lower seat 14 Reinforcement 15 Embedded concrete 19 Upper seat 26 Male screw

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】方形配置にした支柱の下端にコンクリート
基礎に設置するための下部座板を一体に設けると共に、
同支柱の上端に鉄骨柱下端のフランジを荷受けする上部
座板を一体に設け、上記上部座板から周方向に間隔を置
いて複数本の補強筋を上記各支柱の外側に沿い垂下し、
該補強筋の上端に上部座板を貫通して上部座板の上面か
ら立ち上る上記鉄骨柱下端のフランジを締結するための
雄ねじを一体に設けたことを特徴とする鉄骨柱用の埋込
土台。
A lower seat plate for installation on a concrete foundation is integrally provided at a lower end of a pillar arranged in a square shape,
An upper seat plate for receiving the flange of the lower end of the steel frame is integrally provided at the upper end of the strut, and a plurality of reinforcing bars are hung along the outer side of each strut at intervals from the upper seat plate in the circumferential direction,
An embedded base for a steel column, characterized in that a male screw is integrally provided at the upper end of the reinforcing bar for fastening the flange at the lower end of the steel column that penetrates the upper seat plate and rises from the upper surface of the upper seat plate.
【請求項2】上記補強筋はその延在部にコンクリートと
結合するアンカー部を有することを特徴とする請求項1
記載の鉄骨柱用の埋込土台。
2. The reinforcing bar according to claim 1, wherein said reinforcing bar has an anchor portion which is connected to concrete at an extending portion thereof.
Embedded foundation for the stated steel column.
【請求項3】上記上部座板は中央部に上部開口窓を有す
ることを特徴とする請求項1記載の鉄骨柱用の埋込土
台。
3. The embedding base for a steel column according to claim 1, wherein said upper seat plate has an upper opening window at a central portion.
【請求項4】上記下部座板は中央部に下部開口窓を有す
ることを特徴とする請求項1記載の鉄骨柱用の埋込土
台。
4. The embedding base for a steel column according to claim 1, wherein said lower seat plate has a lower opening window at a central portion.
【請求項5】上記補強筋はその周面にこぶを有するこぶ
付き鉄筋にて形成し、該鉄筋の上端の周面を切削して上
記雄ねじを形成したことを特徴とする請求項1記載の鉄
骨柱用の埋込土台。
5. The reinforcing bar according to claim 1, wherein the reinforcing bar is formed by a knotted reinforcing bar having a bump on its peripheral surface, and the male screw is formed by cutting a peripheral surface at an upper end of the reinforcing bar. Embedded foundation for steel columns.
JP8088788A 1996-03-18 1996-03-18 Embedded foundation for steel columns Expired - Fee Related JP2783993B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8088788A JP2783993B2 (en) 1996-03-18 1996-03-18 Embedded foundation for steel columns

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Application Number Priority Date Filing Date Title
JP8088788A JP2783993B2 (en) 1996-03-18 1996-03-18 Embedded foundation for steel columns

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JPH09256382A true JPH09256382A (en) 1997-09-30
JP2783993B2 JP2783993B2 (en) 1998-08-06

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10954662B1 (en) 2020-08-05 2021-03-23 King Saud University System and method for connecting a square concrete-filled steel tubular column to a reinforced concrete footing

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04117038U (en) * 1991-04-03 1992-10-20 岡部株式会社 Anchor bolt slag adhesion prevention device
JPH0745731A (en) * 1993-07-27 1995-02-14 Sanyo Electric Co Ltd Semiconductor integrated circuit device and manufacture thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04117038U (en) * 1991-04-03 1992-10-20 岡部株式会社 Anchor bolt slag adhesion prevention device
JPH0745731A (en) * 1993-07-27 1995-02-14 Sanyo Electric Co Ltd Semiconductor integrated circuit device and manufacture thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10954662B1 (en) 2020-08-05 2021-03-23 King Saud University System and method for connecting a square concrete-filled steel tubular column to a reinforced concrete footing
US11639601B2 (en) 2020-08-05 2023-05-02 King Saud University System and method for connecting a square concrete-filled steel tubular column to a reinforced concrete footing

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