JPH07173873A - Fixing structure for foundation bolt - Google Patents
Fixing structure for foundation boltInfo
- Publication number
- JPH07173873A JPH07173873A JP34487093A JP34487093A JPH07173873A JP H07173873 A JPH07173873 A JP H07173873A JP 34487093 A JP34487093 A JP 34487093A JP 34487093 A JP34487093 A JP 34487093A JP H07173873 A JPH07173873 A JP H07173873A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- anchor
- bolt
- fixed
- foundation
- 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
Links
Landscapes
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は建造物の鉄骨柱脚等を支
持するための基礎ボルトの固定構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing structure for foundation bolts for supporting steel column pillars of a building.
【0002】[0002]
【従来の技術】従来、建造物の鉄骨柱脚等を基礎構造物
に固定する場合、J字形のアンカーボルトを基礎ボルト
として基礎コンクリート中に埋設し、該コンクリートよ
り地上に突出したボルト部分に柱脚等のベースプレート
を固定していたが、アンカーボルトの位置決めが困難
で、柱脚等との位置合わせのため、基礎コンクリートの
一部を砕いてアンカーボルトの上部を露見させ、該アン
カーボルト上部を曲げて修正することが多く、作業手間
を要するのみならず、アンカーボルトの強度が劣化する
恐れがあった。2. Description of the Related Art Conventionally, when fixing a steel column pillar of a building to a foundation structure, a J-shaped anchor bolt is embedded as a foundation bolt in foundation concrete, and a pillar is attached to a bolt portion protruding above the concrete. Although the base plates such as legs were fixed, it is difficult to position the anchor bolts.To align the anchor bolts with the column pedestals, etc., a part of the basic concrete is crushed to expose the upper part of the anchor bolt, and the upper part of the anchor bolt is fixed. Since it is often bent and corrected, it not only requires work, but also the strength of the anchor bolt may deteriorate.
【0003】そこでこのような問題を解消するために、
下面にアンカー材を溶接したアンカープレートを、その
上面が露見するように基礎コンクリートに埋設した後、
上記アンカープレート上面に基礎ボルトを位置決めして
溶接し、固定する方法が開発されている。Therefore, in order to solve such a problem,
After burying the anchor plate with the anchor material welded on the lower surface in the foundation concrete so that the upper surface is exposed,
A method of positioning, welding, and fixing a foundation bolt on the upper surface of the anchor plate has been developed.
【0004】しかし、上記固定方法においては、基礎ボ
ルトを1本づつ現場で位置決めして溶接しなければなら
ず、高度な技能が必要であり、万一溶接不良を発生した
場合には、構造的に接合強度が著しく低下してしまうと
いう問題があった。However, in the above fixing method, it is necessary to position and weld the foundation bolts one by one on site, which requires a high degree of skill. If a welding failure should occur, the structural bolts may be structurally damaged. However, there is a problem that the bonding strength is significantly reduced.
【0005】[0005]
【発明が解決しようとする課題】本発明は、従来の技術
のこのような点に鑑みて、基礎ボルトを位置決めして固
定する作業を容易に行うことができ、且つ、強度的にも
優れた基礎ボルトの固定構造を提供することを目的とす
るものである。In view of the above-mentioned problems of the prior art, the present invention is capable of easily performing the work of positioning and fixing the foundation bolt, and is also excellent in strength. It is intended to provide a fixing structure for a foundation bolt.
【0006】[0006]
【課題を解決するための手段】アンカープレートの下面
にアンカー材を設けたアンカー部材と、補助プレートの
螺合部に基礎ボルトを螺合した後回り止め溶接して前記
補助プレート上面に基礎ボルトを立設した固定部材と
を、夫々別体で形成し、上記アンカー部材に固定部材を
固着した。[Means for Solving the Problems] An anchor member having an anchor material provided on the lower surface of an anchor plate, and a base bolt is screwed onto a screwing portion of an auxiliary plate and then detent welded to form a base bolt on the upper surface of the auxiliary plate. The standing fixing member was formed separately from each other, and the fixing member was fixed to the anchor member.
【0007】[0007]
【作用】予め、アンカー部材と固定部材とを各別体で形
成しておき、現場でアンカ−部材をアンカープレート上
面が露見するように基礎コンクリートに埋設した後、上
記アンカープレート上面に、固定部材を位置決めして固
着すれば、基礎ボルトは所定の位置に固定される。上記
基礎ボルトは補助プレートの螺合部に螺合した後回り止
め溶接して固定されており、基礎ボルトに柱脚等を固定
した後においては、基礎ボルトは主に螺合部において支
持され、柱脚等を支持するための応力が回り止め溶接部
に直接作用することはない。The anchor member and the fixing member are separately formed in advance, and the anchor member is buried in the basic concrete on site so that the upper surface of the anchor plate is exposed, and then the fixing member is fixed on the upper surface of the anchor plate. The base bolt is fixed in place by positioning and fixing. The base bolt is fixed by being screwed to the screwing portion of the auxiliary plate after rotation prevention welding, and after fixing the column base etc. to the base bolt, the base bolt is mainly supported in the screwing portion, The stress for supporting the column base or the like does not directly act on the detent weld.
【0008】[0008]
【実施例】実施例について図面と共に説明する。Embodiments will be described with reference to the drawings.
【0009】図1は本発明実施例の基礎ボルトの固定構
造を示すものであり、図2はその形成過程を示してい
る。図において固定構造は、アンカー部材1及び固定部
材2より主に構成されている。FIG. 1 shows a fixing structure of a foundation bolt according to an embodiment of the present invention, and FIG. 2 shows a forming process thereof. In the figure, the fixing structure is mainly composed of an anchor member 1 and a fixing member 2.
【0010】アンカー部材1は平板状のアンカープレー
ト11の下面に異形鋼棒よりなるアンカー材12,12
の一端を溶接13により固着してなるものであり、上記
溶接13は工場においてなされ、施工現場に運ばれる。The anchor member 1 comprises a flat plate-shaped anchor plate 11 and an anchor material 12, 12 made of a deformed steel rod on the lower surface of the anchor plate 11.
Is welded at one end thereof, and the welding 13 is carried out in a factory and transported to a construction site.
【0011】固定部材2は、上記アンカープレート11
より小形の平板状をなす補助プレート21、及び、該補
助プレート21の上面に立設した基礎ボルト3,3より
なる。補助プレート21には、支持すべき鉄骨柱脚4の
ベースプレート5に穿設された穴6の位置間隔に対応し
て、上記基礎ボルト3,3と螺合する螺合部22を形成
してある。The fixing member 2 is the anchor plate 11 described above.
The auxiliary plate 21 is in the form of a smaller flat plate, and the foundation bolts 3 are provided upright on the upper surface of the auxiliary plate 21. The auxiliary plate 21 is formed with a screwing portion 22 which is screwed with the base bolts 3 and 3 in correspondence with the positional intervals of the holes 6 formed in the base plate 5 of the steel column base 4 to be supported. ..
【0012】そして、該螺合部22に基礎ボルト3,3
を螺合して、補助プレート21の上面側に基礎ボルト
3,3を立設した後、補助プレート21の下面側から基
礎ボルト3,3を回り止め溶接23して固定する。Then, the base bolts 3, 3 are attached to the threaded portion 22.
After the base bolts 3, 3 are erected on the upper surface side of the auxiliary plate 21 by screwing, the base bolts 3, 3 are fixed from the lower surface side of the auxiliary plate 21 by rotation-stop welding 23.
【0013】この際、上記回り止め溶接23は、図3に
示す如く、螺合部22の下端開口部25を拡開して、該
開口部25に沿って行うか、或いは図4に示す如く基礎
ボルト3の基端26を円錘形としたり、図5に示す如く
基礎ボルト3を螺合部22の途中まで螺合して行っても
良い。これらの作業も同様に工場においてなされ、施工
現場に運ばれる。At this time, as shown in FIG. 3, the detent welding 23 is performed along the opening 25 by expanding the lower end opening 25 of the screwing portion 22 or as shown in FIG. The base end 26 of the base bolt 3 may be formed in a conical shape, or the base bolt 3 may be screwed to the middle of the screwing portion 22 as shown in FIG. These works are also done in the factory and are transported to the construction site.
【0014】施工現場においては、先ず、アンカー部材
1を、アンカープレート11の上面が表面に露出するよ
うに基礎コンクリート8に埋設する。次に、上記アンカ
ープレート11上面に補助プレート21を位置決めして
載置した後、該補助プレート21の周面を隅肉溶接24
して固定部材2をアンカー部材1上に固定する。この
際、補助プレート21の中央に円孔、又は、長穴を設け
ておき、その部分を栓溶接することが有利である。At the construction site, first, the anchor member 1 is embedded in the foundation concrete 8 so that the upper surface of the anchor plate 11 is exposed on the surface. Next, after the auxiliary plate 21 is positioned and placed on the upper surface of the anchor plate 11, the peripheral surface of the auxiliary plate 21 is subjected to fillet welding 24.
Then, the fixing member 2 is fixed onto the anchor member 1. At this time, it is advantageous to provide a circular hole or an elongated hole in the center of the auxiliary plate 21 and plug-weld the portion.
【0015】これにより、基礎コンクリート8上の所定
の位置に基礎ボルト3,3が固定され、該基礎ボルト
3,3をベースプレート5の穴6,6に挿通し、ナット
7,7を基礎ボルト3,3に螺合して締付けることによ
り、柱脚4が基礎コンクリート8上に支持される。柱脚
4が支持された後においては、該柱脚4を支持するため
の応力は主として螺合部22に作用し、回り止め溶接2
3部に直接作用することがないので、該溶接23部分に
溶け込み不足やスラグ巻込み等の溶接不良があっても、
それに伴い接合強度が低下するという事態は起らない。As a result, the foundation bolts 3, 3 are fixed at predetermined positions on the foundation concrete 8, the foundation bolts 3, 3 are inserted into the holes 6, 6 of the base plate 5, and the nuts 7, 7 are attached to the foundation bolt 3. The column base 4 is supported on the foundation concrete 8 by being screwed onto and tightened. After the column base 4 is supported, the stress for supporting the column base 4 mainly acts on the threaded portion 22, and the detent welding 2 is performed.
Since it does not act directly on the 3rd part, even if there is welding failure such as insufficient penetration or slag inclusion in the weld 23 part,
Along with that, the situation that the joint strength is reduced does not occur.
【0016】尚且つ、基礎ボルト3の溶接時に、.該基
礎ボルト3は螺合部22に螺合されることで支持されて
いるので、別途支持手段を必要とせず、溶接作業は極め
て容易である。Furthermore, when welding the foundation bolt 3 ,. Since the base bolt 3 is supported by being screwed into the screwing portion 22, a separate supporting means is not required and the welding operation is extremely easy.
【0017】[0017]
【発明の効果】本発明基礎ボルトの固定構造は、上述の
とおり、アンカープレートの仮面にアンカー材を設けた
アンカー部材と、補助プレートの螺合部に基礎ボルトを
螺合した後回り止め溶接して前記補助プレート上面に基
礎ボルトを立設した固定部材とを、夫々別体で形成し、
上記アンカー部材に固定部材を固着したので、基礎ボル
トを位置決めして固定する作業を容易に行うことがで
き、且つ、充分な接合強度を得ることが可能である。As described above, the fixing structure of the foundation bolt of the present invention is such that the anchor member having the anchor material provided on the temporary surface of the anchor plate and the base bolt are screwed to the screwing portion of the auxiliary plate, and the detent welding is performed. And a fixing member in which a foundation bolt is erected on the upper surface of the auxiliary plate, respectively, are formed separately
Since the fixing member is fixed to the anchor member, the work of positioning and fixing the foundation bolt can be easily performed, and sufficient joint strength can be obtained.
【図1】本発明実施例の固定構造を示す側断面図であ
る。FIG. 1 is a side sectional view showing a fixing structure of an embodiment of the present invention.
【図2】本発明実施例の固定構造の形成過程を示す側断
面図である。FIG. 2 is a side sectional view showing a forming process of the fixing structure according to the embodiment of the present invention.
【図3】基礎ボルトの固定部分を示す要部側断面図であ
る。FIG. 3 is a side sectional view of a main portion showing a fixed portion of a foundation bolt.
【図4】基礎ボルトの固定部分を示す要部側断面図であ
る。FIG. 4 is a side sectional view of a main portion showing a fixed portion of a foundation bolt.
【図5】基礎ボルトの固定部分を示す要部側断面図であ
る。FIG. 5 is a side sectional view of a main portion showing a fixed portion of a foundation bolt.
1 アンカー部材 2 固定部材 3 基礎ボルト 11 アンカープレート 12 アンカー材 21 補助プレート 22 螺合部 23 回り止め溶接 DESCRIPTION OF SYMBOLS 1 Anchor member 2 Fixing member 3 Foundation bolt 11 Anchor plate 12 Anchor material 21 Auxiliary plate 22 Screw part 23 Detent welding
Claims (1)
設けたアンカー部材と、補助プレートの螺合部に基礎ボ
ルトを螺合した後回り止め溶接して前記補助プレート上
面に基礎ボルトを立設した固定部材とを、夫々別体で形
成し、上記アンカー部材に固定部材を固着したことを特
徴とする基礎ボルトの固定構造。1. An anchor member in which an anchor material is provided on a lower surface of an anchor plate, and a base bolt is screwed on a screwing portion of an auxiliary plate, and then fixed by vertically fixing the auxiliary bolt on the upper surface of the auxiliary plate. A fixing structure for a foundation bolt, characterized in that the fixing member is fixed to the anchor member by forming the members separately from each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34487093A JPH086374B2 (en) | 1993-12-20 | 1993-12-20 | Foundation bolt fixing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34487093A JPH086374B2 (en) | 1993-12-20 | 1993-12-20 | Foundation bolt fixing structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07173873A true JPH07173873A (en) | 1995-07-11 |
JPH086374B2 JPH086374B2 (en) | 1996-01-24 |
Family
ID=18372633
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34487093A Expired - Fee Related JPH086374B2 (en) | 1993-12-20 | 1993-12-20 | Foundation bolt fixing structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH086374B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008138411A (en) * | 2006-11-30 | 2008-06-19 | Kumagai Gumi Co Ltd | Connecting member and connecting structure of skeleton of existing building and aseismic reinforcement |
JP2010059629A (en) * | 2008-09-01 | 2010-03-18 | Hirano:Kk | Joint cover |
JP6419299B1 (en) * | 2017-12-22 | 2018-11-07 | 株式会社横河住金ブリッジ | Steel pipe columns and steel pipe column support plates |
WO2019036312A1 (en) * | 2017-08-18 | 2019-02-21 | Lufkin Industries, Llc | Integrated base assembly for beam pumping unit |
-
1993
- 1993-12-20 JP JP34487093A patent/JPH086374B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008138411A (en) * | 2006-11-30 | 2008-06-19 | Kumagai Gumi Co Ltd | Connecting member and connecting structure of skeleton of existing building and aseismic reinforcement |
JP2010059629A (en) * | 2008-09-01 | 2010-03-18 | Hirano:Kk | Joint cover |
WO2019036312A1 (en) * | 2017-08-18 | 2019-02-21 | Lufkin Industries, Llc | Integrated base assembly for beam pumping unit |
JP6419299B1 (en) * | 2017-12-22 | 2018-11-07 | 株式会社横河住金ブリッジ | Steel pipe columns and steel pipe column support plates |
JP2019112814A (en) * | 2017-12-22 | 2019-07-11 | 株式会社横河Nsエンジニアリング | Steel pipe column and bearing plate of steel pipe column |
Also Published As
Publication number | Publication date |
---|---|
JPH086374B2 (en) | 1996-01-24 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |