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JP2898786B2 - Fixing method of column base on steel column base of building - Google Patents
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JP2898786B2 - Fixing method of column base on steel column base of building - Google Patents

Fixing method of column base on steel column base of building

Info

Publication number
JP2898786B2
JP2898786B2 JP14008391A JP14008391A JP2898786B2 JP 2898786 B2 JP2898786 B2 JP 2898786B2 JP 14008391 A JP14008391 A JP 14008391A JP 14008391 A JP14008391 A JP 14008391A JP 2898786 B2 JP2898786 B2 JP 2898786B2
Authority
JP
Japan
Prior art keywords
grout
hole
column base
injection hole
washer
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
Application number
JP14008391A
Other languages
Japanese (ja)
Other versions
JPH04366228A (en
Inventor
正裕 鈴木
正志 河上
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.)
Asahi Kasei Corp
Original Assignee
Asahi Kasei Kogyo KK
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 Asahi Kasei Kogyo KK filed Critical Asahi Kasei Kogyo KK
Priority to JP14008391A priority Critical patent/JP2898786B2/en
Publication of JPH04366228A publication Critical patent/JPH04366228A/en
Application granted granted Critical
Publication of JP2898786B2 publication Critical patent/JP2898786B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、建造物の鉄骨柱脚をコ
ンクリート基礎に固定する方法に係わるもので、鉄骨柱
脚とコンクリート基礎との空隙へグラウトを充填して鉄
骨柱脚を固定する方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for fixing a steel column base of a building to a concrete foundation, and fills a gap between the steel column base and the concrete foundation with grout to fix the steel column base. It is about the method.

【0002】[0002]

【従来の技術】本発明の対象とする柱脚固定方法におけ
る従来の固定方法を図7、図8、図9に示す。従来、建
造物の鉄骨柱脚をコンクリートに固定する方法として、
図7に示すように基礎コンクリート17中に下部を埋設
したアンカーボルト10の上部を柱脚1下部のベースプ
レート2および座金4のボルト孔16に挿通し、アンカ
ーボルト10にナット11を螺合し、しかるのちに基礎
コンクリート17上面とベースプレート2下面との間
隙、ベースプレート2のボルト孔16とアンカーボルト
10との間隙および座金4とアンカーボルト10との間
隙にグラウト3を同時に充填して一体的に固定すること
を特徴とする柱脚固定方法が知られている。(特開60
−258345参照)この固定方法は、ボルト挿通孔1
6の周辺において裏面側に凹溝18が形成され、その凹
溝18内に開口するグラウト注入孔5が形成された座金
4(図8、図9参照)を用いて、一箇所の柱脚において
はどの座金4からでも充填し得るように、注入口と吹き
出し口を兼用として注入孔5を同径とし、グラウト3の
充填は、一箇所の座金4の注入孔5からグラウト3を圧
入し、他の注入孔5からのグラウト3の吹き出しによっ
て、内部充填状態を確認することを特徴とするものであ
る。
2. Description of the Related Art FIGS. 7, 8 and 9 show a conventional fixing method in a column base fixing method to which the present invention is applied. Conventionally, as a method of fixing a steel column base of a building to concrete,
As shown in FIG. 7, the upper part of the anchor bolt 10 whose lower part is embedded in the foundation concrete 17 is inserted into the bolt hole 16 of the base plate 2 and the washer 4 below the column base 1, and the nut 11 is screwed into the anchor bolt 10, Thereafter, the grout 3 is simultaneously filled into the gap between the upper surface of the foundation concrete 17 and the lower surface of the base plate 2, the gap between the bolt hole 16 of the base plate 2 and the anchor bolt 10, and the gap between the washer 4 and the anchor bolt 10, and integrally fixed. A method of fixing a pedestal is known. (JP 60
This fixing method is based on the bolt insertion hole 1
6, a groove 18 is formed on the back surface side, and a washer 4 (see FIGS. 8 and 9) in which a grout injection hole 5 opening in the groove 18 is formed. In order to be able to fill from any of the washers 4, the injection hole 5 is also used, and the injection hole 5 has the same diameter, and the grout 3 is filled by pressing the grout 3 from the injection hole 5 of one washer 4. The internal filling state is confirmed by blowing out grout 3 from another injection hole 5.

【0003】[0003]

【発明が解決しようとする課題】上記固定方法において
は、アンカーボルト本数つまり座金の箇所数が8箇所以
下で、且つ、ベースプレートが小さい場合は、充填を行
う注入孔以外の注入孔からの吹き出しの時間差はわずか
であり、完全に充填されるまでの吹き出されるグラウト
のロスが少ない。
In the above fixing method, when the number of anchor bolts, that is, the number of washers is eight or less, and the base plate is small, the blow-out from the injection holes other than the injection hole for filling is performed. The time difference is small, and the loss of the blown out grout until it is completely filled is small.

【0004】しかし、アンカーボルト本数、座金の箇所
数が10箇所以上、あるいはベースプレートが大きい場
合には、グラウトの充填完了までに、グラウト充填を行
う注入孔付近の注入孔からのグラウト吹き出しが多く、
グラウトのロスが大きくなるだけでなく、注入口付近の
注入孔からのグラウトの吹き出しが、グラウトの平面的
な広がりよりも卓越し、遠距離部の注入孔からの吹き出
しに至らない場合もある。
[0004] However, when the number of anchor bolts and washers is 10 or more, or when the base plate is large, grout blows out from the injection hole near the injection hole for grout filling by the time grout filling is completed.
Not only does the grout loss increase, but also the blowout of the grout from the injection hole near the injection port is more prominent than the planar spread of the grout, and sometimes does not lead to the blowout from the injection hole at a long distance.

【0005】このような状態を避けるためには、グラウ
トが吹き出し始めた注入孔から順に指などで押えざるを
えないため、作業性が低下する。本発明はこのような問
題点を解決することを課題とする。
In order to avoid such a state, the grouting has to be pressed with a finger or the like in order from the injection hole where the grout has started to blow out, so that the workability is reduced. An object of the present invention is to solve such a problem.

【0006】[0006]

【課題を解決するための手段】前記した建造物の鉄骨柱
脚をコンクリート基礎に固定する柱脚固定方法に於て、
グラウト注入施工前に、注入に利用する注入孔以外の注
入孔のすべて、あるいは、少なくとも注入に利用する注
入孔付近の注入孔に、栓体もしくは中央部に貫通孔を有
する円筒体を上面よりはめ込み、しかるのちにグラウト
注入孔となる注入孔よりグラウトを充填することを特徴
とするもので、これにより注入孔からのグラウトの溢れ
だし卓越を防止することを可能にしたものである。
According to the above-mentioned method for fixing a steel column base of a building to a concrete foundation,
Before grouting, all of the injection holes other than the injection hole used for injection, or at least the injection hole near the injection hole used for injection , have a through hole in the plug or central part.
The grout is inserted into the grouting hole, and then grout is filled from the grouting hole, thereby making it possible to prevent the overflow of the grout from the grouting hole and to excel. Things.

【0007】本発明においては、空気抜きが十分でな
く、グラウト充填がしにくい場合には、たとえば、ナッ
ト内面とボルト外面との隙間、ナット下面と座金上面と
の間、座金下面とベースプレート上面との間、あるいは
座金に空気抜き孔を設けるなど、空気抜け機能を設けて
おくとよい。
In the present invention, when air is not sufficiently vented and grout is difficult to fill, for example, the gap between the nut inner surface and the bolt outer surface, between the nut lower surface and the washer upper surface, and between the nut lower surface and the base plate upper surface. It is preferable to provide an air bleeding function, for example, by providing an air bleed hole between the holes or the washer.

【0008】[0008]

【実施例】次に、図示した実施例により説明する。Next, the present invention will be described with reference to the illustrated embodiment.

【0009】[0009]

【実施例1】図1、図2は、実施例1の柱脚固定方法を
示すものである。基礎コンクリート17の上面の所要の
位置に高さ調整材としてレベルモルタル21を設置し、
その上にベースプレート2を設置するとともに、基礎コ
ンクリート17中に下部を埋設したアンカーボルト10
の上部を柱脚1下部のベースプレート2および座金4の
ボルト孔16に挿通し、アンカーボルト10にナット1
1を螺合して緊締し、また、ベースプレートの周囲には
基礎コンクリート17上面に設置する堰板19を設け、
グラウトの充填の前に、グラウト3の充填に利用する座
金4以外の座金4の注入孔5の上面開口部に、中央部に
貫通孔を有する円筒体6として、図6に示す中央部に
通孔9を有する発泡ポリエチレン丸棒を丸棒の上面が注
入孔5の周縁上面よりも高い位置に保持されるように
めこみ、しかるのちに基礎コンクリート17上面とベー
スプレート2下面との間隙、ベースプレート2のボルト
孔16とアンカーボルト10との間隙および座金4とア
ンカーボルト10との間隙にグラウト3を同時に充填し
て一体的に固定する。
First Embodiment FIGS. 1 and 2 show a method of fixing a column base according to a first embodiment. A level mortar 21 is installed at a required position on the upper surface of the foundation concrete 17 as a height adjusting material,
The base plate 2 is placed thereon, and the anchor bolts 10 with the lower part buried in the foundation concrete 17.
Through the base plate 2 under the column base 1 and the bolt hole 16 of the washer 4, and insert the nut 1 into the anchor bolt 10.
1 is screwed and tightened, and a dam plate 19 installed on the upper surface of the foundation concrete 17 is provided around the base plate.
Prior to filling the grout, the filling hole 5 of the washer 4 other than the washer 4 used for filling the grout 3 is provided at the upper opening and the center.
As cylindrical body 6 having a through hole, transmural the central portion shown in FIG. 6
Note polyethylene foam rod having a through hole 9 is the upper surface of the round bar
It is inserted so as to be held at a position higher than the upper surface of the peripheral edge of the inlet hole 5, and thereafter, the gap between the upper surface of the foundation concrete 17 and the lower surface of the base plate 2, the bolt hole 16 of the base plate 2, the anchor bolt 10, And the gap between the washer 4 and the anchor bolt 10 are simultaneously filled with grout 3 and integrally fixed.

【0010】発泡ポリエチレン丸棒の外径は、注入孔5
の径よりも若干大きな径とし、径を縮めて注入孔5には
めこむ際に中央部の貫通孔9が閉じない程度の貫通孔径
にしたものである。図1に示すように、円筒体6の中央
部貫通孔の径は注入孔5の径よりも小さくなり、且つ、
円筒体の上面は、座金4の注入孔5の周縁上面よりも高
い位置に保持されるため、空気抜け機能を保持した上
で、グラウトの溢れ出し卓越を防止できる。尚、注入孔
5にはめこむ中央部に貫通孔を有する円筒体6として前
記の発泡ポリエチレン成形体の他に、発泡ポリスチレン
成形体や、他の樹脂成形体も使用できる。また、円筒体
6の貫通孔9の他に空気抜けが十分でない場合には、
筒体6の下面を十分ベースプレート2上面より浮かして
位置せしめる必要がある。一方、中心位置に上下に貫通
する貫通孔9以外に、栓体下部に上下の貫通孔9に連続
する水平方向の貫通孔9を有する円筒体7(図6参照)
の場合は、ベースプレート2下面に接することも可能と
なる。
[0010] The outer diameter of the expanded polyethylene round bar is
Is slightly larger than the diameter of the through hole, and the diameter of the through hole is such that the through hole 9 in the central portion is not closed when the diameter is reduced and fitted into the injection hole 5. As shown in FIG. 1, the center of the cylindrical body 6
The diameter of the through hole is smaller than the diameter of the injection hole 5, and
The upper surface of the cylindrical body is higher than the peripheral upper surface of the injection hole 5 of the washer 4.
To maintain the air bleed function.
Thus, the overflow of grout can be prevented . In addition to the above-mentioned foamed polyethylene molded body, a foamed polystyrene molded body or another resin molded body can be used as the cylindrical body 6 having a through-hole at the center part to be fitted in the injection hole 5. Also, cylindrical body
If deflation is insufficient 6 besides the through hole 9 of a circle
It is necessary that the lower surface of the cylinder 6 be sufficiently raised above the upper surface of the base plate 2 to be positioned. On the other hand, the cylindrical body 7 which has in addition the through-hole 9 which penetrates vertically at the central position, the horizontal direction of the through hole 9 that is continuous with the through hole 9 of the upper and lower bottom plug (see FIG. 6)
In this case, it is also possible to make contact with the lower surface of the base plate 2.

【0011】また、グラウト3の注入を、前記の座金の
注入孔5に代えて、ベースプレート2に設けた注入孔2
0、あるいは堰板19に設けた注入孔20より圧入する
こともできる。この場合、すべての座金4の注入孔5、
あるいは注入孔20付近の座金4の注入孔5に円筒体
はめこむこととなる。
Further, the grout 3 is injected instead of the above-mentioned washer injection hole 5, and the injection hole 2 provided in the base plate 2 is provided.
0 or press-fitting from an injection hole 20 provided in the weir plate 19. In this case, the injection holes 5 of all the washers 4,
Alternatively, a cylindrical body is fitted into the injection hole 5 of the washer 4 near the injection hole 20.

【0012】[0012]

【実施例2】図3、図4、図5は、実施例2の柱脚固定
方法を示すものである。基礎コンクリート17の上面の
所要の位置に高さ調整材としてレベルモルタル21を設
置し、その上にベースプレート2を設置するとともに、
基礎コンクリート17中に、アンカーボルトとして下部
を埋設したリブ部14にネジ山となるふし15がないね
じ型鉄筋13の上部を柱脚1下部のベースプレート2お
よび座金4のボルト孔16に挿通し、ネジ型鉄筋13に
ナット11を螺合して緊締し、また、ベースプレートの
周囲には基礎コンクリート17上面に設置する堰板19
を設け、グラウト3の充填の前に、グラウト3の充填に
利用する座金4以外の座金4の注入孔5の上面開口部
に、図6に示す栓体8を座金4の注入孔5にはめ込み、
しかるのちに基礎コンクリート17上面とベースプレー
ト2下面との間隙、ベースプレート2のボルト孔16と
ねじ型鉄筋13との間隙および座金4とネジ型鉄筋13
との間隙にグラウト3を同時に充填して一体的に固定す
る。
Second Embodiment FIGS. 3, 4 and 5 show a method of fixing a column base in a second embodiment. A level mortar 21 is installed as a height adjusting material at a required position on the upper surface of the foundation concrete 17, and the base plate 2 is installed thereon,
In the base concrete 17, the upper part of the screw type reinforcing bar 13 having no thread 15 in the rib part 14 buried as the anchor bolt in the lower part as an anchor bolt is inserted into the base plate 2 under the column base 1 and the bolt hole 16 of the washer 4, A nut 11 is screwed into the screw-type reinforcing bar 13 and tightened, and a dam plate 19 installed on the upper surface of the foundation concrete 17 is provided around the base plate.
Before filling the grout 3, the plug 8 shown in FIG. 6 is fitted into the top opening of the injection hole 5 of the washer 4 other than the washer 4 used for filling the grout 3. ,
Thereafter, the gap between the upper surface of the foundation concrete 17 and the lower surface of the base plate 2, the gap between the bolt hole 16 of the base plate 2 and the screw type reinforcing bar 13, and the washer 4 and the screw type reinforcing bar 13
And the grout 3 is simultaneously filled into the gap between them and fixed integrally.

【0013】図4、5に示すように、ねじ型鉄筋13の
リブ部14にねじ山となるふし15がなく、ねじ型鉄筋
13と座金4のボルト孔16、およびねじ型鉄筋13と
ベースプレート2のボルト孔16に隙間があるため、ね
じ型鉄筋13にナット11を螺合した際に、ねじ型鉄筋
13のリブ部14とナット11内面との間にねじ型鉄筋
13の長さ方向に空気抜け部12が生じベースプレート
2下部からナット11上面までの通気孔が生ずる。この
通気孔がベースプレート2下部空隙の空気の逃げ道とな
るため、座金4の注入孔5にはめ込む栓体8には通気孔
がなくても、空気抜きが十分行われるようになる。
As shown in FIGS. 4 and 5, the rib portion 14 of the screw-type reinforcing bar 13 has no thread 15 serving as a thread, and the screw-type reinforcing bar 13 and the bolt hole 16 of the washer 4, and the screw-type reinforcing bar 13 and the base plate 2 When the nut 11 is screwed into the screw-type reinforcing bar 13, air flows in the length direction of the screw-type reinforcing bar 13 between the rib portion 14 of the screw-type reinforcing bar 13 and the inner surface of the nut 11 because there is a gap in the bolt hole 16 of the screw-type reinforcing bar 13. A hole 12 is formed, and a vent hole is formed from the lower portion of the base plate 2 to the upper surface of the nut 11. Since this vent hole serves as an escape route for air in the lower space of the base plate 2, air can be sufficiently vented even if there is no vent hole in the plug 8 inserted into the injection hole 5 of the washer 4.

【0014】[0014]

【発明の効果】1. 本発明のグラウト充填による柱脚
固定方法とすると、注入孔にはめこむ栓体もしくは中央
部に貫通孔を有する円筒体が流動性の高いグラウトの溢
れ出し防止となるため、ボルト本数、座金箇所の多い柱
脚において、グラウト注入に利用する注入孔以外の注入
孔からのグラウトの溢れだしの部分的な卓越を防止しう
る。これにより、グラウト充填完了までの注入孔からの
溢れだし卓越を防止し、グラウトのロスを最小限にとど
めることができる。 2. 本発明のグラウト充填による柱脚固定方法とする
と、グラウト充填前に栓体もしくは中央部に貫通孔を有
する円筒体を注入孔にはめ込むため、グラウト充填時
に、グラウト吹き出し口となる各注入孔からのグラウト
吹き出しに応じて随時注入孔を指などで押さえる必要が
なく、作業性が向上する。 3. 本発明のグラウト充填による柱脚固定方法におい
て、中央部に貫通孔を有する円筒体を用いた場合は、円
筒体中央部の貫通孔へのグラウトのにじみ出しにより、
内部充填が完了したことについて確認ができる。
Advantages of the Invention According to the method of fixing a column base by grout filling of the present invention, a plug or a center fitting into an injection hole is used.
Since the cylindrical body having a through hole in the part prevents the overflow of grout with high fluidity, the grout overflows from the injection holes other than the injection hole used for grout injection on the column base with many bolts and washers. Partial excellence can be prevented. This prevents overflow out excellence from the injection holes to grouting completion, you are possible to minimize the loss of grout. 2. According to the method of fixing a column base by grout filling according to the present invention, a plug or a through hole is provided in a central portion before grout filling.
Since the cylindrical body to be inserted is inserted into the injection hole, it is not necessary to press the injection hole with a finger or the like at any time during grout filling according to the grout blowout from each injection hole serving as the grout outlet, thereby improving workability. 3. Placed column base fixing method according grouting of the present invention
When a cylindrical body with a through hole in the center is used,
By oozing grout into the through hole in the center of the cylinder ,
It can be confirmed that the internal filling has been completed.

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

【図1】本発明の実施例1を説明する断面図FIG. 1 is a cross-sectional view illustrating a first embodiment of the present invention.

【図2】本発明の実施例1に用いる柱脚部の平面図FIG. 2 is a plan view of a column base used in the first embodiment of the present invention.

【図3】本発明の実施例2を説明する断面図FIG. 3 is a sectional view illustrating a second embodiment of the present invention.

【図4】本発明の実施例2のアンカーボルト、ナット螺
合部平面図
FIG. 4 is a plan view of an anchor bolt and nut threaded portion according to a second embodiment of the present invention.

【図5】本発明の実施例2のアンカーボルト、ナット螺
合部立面図
FIG. 5 is an elevation view of an anchor bolt and a nut screwing portion according to the second embodiment of the present invention.

【図6】本発明に用いる栓体を説明する斜視図FIG. 6 is a perspective view illustrating a plug used in the present invention.

【図7】従来のグラウト充填による柱脚固定方法を説明
する断面図
FIG. 7 is a sectional view for explaining a conventional method of fixing a column base by grout filling.

【図8】座金の表側を説明する斜視図FIG. 8 is a perspective view illustrating a front side of a washer.

【図9】座金の裏側を説明する斜視図FIG. 9 is a perspective view illustrating the back side of the washer.

【符号の説明】[Explanation of symbols]

1 柱脚 2 ベースプレート 3 グラウト 4 座金 5 注入孔6、7 円筒体 8 栓体 9 貫通孔 10 アンカーボルト 11 ナット 12 空気抜け部 13 ねじ型鉄筋 14 リブ部 15 ふし 16 ボルト穴 17 基礎コンクリート 18 凹溝 19 堰板 20 注入孔 21 レベルモルタルDESCRIPTION OF SYMBOLS 1 Pillar base 2 Base plate 3 Grout 4 Washer 5 Injection hole 6, 7 Cylindrical body 8 Plug body 9 Through hole 10 Anchor bolt 11 Nut 12 Air bleed part 13 Screw type rebar 14 Rib part 15 Nose 16 Bolt hole 17 Foundation concrete 18 Concave groove 19 dam board 20 injection hole 21 level mortar

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 基礎コンクリート中に下部を埋設したア
ンカーボルトの上部を柱脚下部のベースプレートおよび
座金のボルト孔に挿通し、前記アンカーボルトにナット
を螺合して設置後、基礎上面とベースプレート下面との
間隙に、グラウトを充填して柱脚を一体的に固定する柱
脚固定方法において、あらかじめ設けたグラウト注入孔
の内、注入に利用するグラウト注入孔付近の注入孔の開
口部に、栓体もしくは中央部に貫通孔を有する円筒体
グラウト充填前にはめこみ、しかるのちにグラウトを充
填することを特徴とする建造物の鉄骨柱脚における柱脚
固定方法。
1. An upper portion of an anchor bolt having a lower portion embedded in a foundation concrete is inserted into a bolt hole of a base plate and a washer at a lower portion of a column base, and a nut is screwed into the anchor bolt to be installed. In the column base fixing method of filling the grout into the gap with the column and fixing the column base integrally, in the grout injection hole provided in advance, an opening of the injection hole near the grout injection hole used for injection is plugged. A method of fixing a column base in a steel column base of a building, characterized in that a cylindrical body having a through hole in a body or a center portion is fitted before grout filling, and thereafter grout is filled.
JP14008391A 1991-06-12 1991-06-12 Fixing method of column base on steel column base of building Expired - Fee Related JP2898786B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14008391A JP2898786B2 (en) 1991-06-12 1991-06-12 Fixing method of column base on steel column base of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14008391A JP2898786B2 (en) 1991-06-12 1991-06-12 Fixing method of column base on steel column base of building

Publications (2)

Publication Number Publication Date
JPH04366228A JPH04366228A (en) 1992-12-18
JP2898786B2 true JP2898786B2 (en) 1999-06-02

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP14008391A Expired - Fee Related JP2898786B2 (en) 1991-06-12 1991-06-12 Fixing method of column base on steel column base of building

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Country Link
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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4521791B2 (en) * 1999-04-02 2010-08-11 岡部株式会社 Grout construction method for exposed column base

Also Published As

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JPH04366228A (en) 1992-12-18

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