JP2000352120A - Positioning plate for anchor bolt for exposed column base - Google Patents

Positioning plate for anchor bolt for exposed column base

Info

Publication number
JP2000352120A
JP2000352120A JP11164439A JP16443999A JP2000352120A JP 2000352120 A JP2000352120 A JP 2000352120A JP 11164439 A JP11164439 A JP 11164439A JP 16443999 A JP16443999 A JP 16443999A JP 2000352120 A JP2000352120 A JP 2000352120A
Authority
JP
Japan
Prior art keywords
bolt
positioning plate
anchor bolt
anchor
bolt hole
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
JP11164439A
Other languages
Japanese (ja)
Other versions
JP4112121B2 (en
Inventor
Masao Sonoda
正雄 園田
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.)
Nippon Steel Metal Products Co Ltd
Original Assignee
Nippon Steel Metal Products Co Ltd
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 Nippon Steel Metal Products Co Ltd filed Critical Nippon Steel Metal Products Co Ltd
Priority to JP16443999A priority Critical patent/JP4112121B2/en
Publication of JP2000352120A publication Critical patent/JP2000352120A/en
Application granted granted Critical
Publication of JP4112121B2 publication Critical patent/JP4112121B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To permit smooth insertion of anchor bolts which have screw portions being irregular in direction and position, to thereby achieve correct positioning, by forming a plurality of bolt holes each of which has a bolt guiding slant surface on a bolt entering side, at a concentric location with each bolt hole formed in a base plate of an exposed pillar base of a steel structure. SOLUTION: A positioning plate 1 of an anchor bolt for an exposed pillar base has bolt holes 7 formed therein at a concentric location with each bolt hole formed in a base plate 1. The number of the bolt holes 7 is the same as that of the bolt holes in the base plate 1. Each bolt hole 7 has a bolt guiding slant surface 8 on a bolt entering side, and the bore thereof is almost the same as an external diameter of an upper screw portion 2a of the anchor bolt 2. Therefore, when the positioning plate 1 is pressed down at a dash while keeping its horizontal state, if the direction and/or position of the upper screw portion 2a of the anchor bolt 2 is slightly irregular, insofar as each upper screw portion 2a is positioned within the range of the slant surface 8, the upper screw portion 2a of each anchor bolt 2 is smoothly guided to pass through the bolt hole 7, due to the guiding function of the slant surface 8.

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、鉄骨造露出柱脚
において、保持具に支持された各アンカーボルトの上端
を、ベースプレートに設けたボルト孔と合致させ固定す
るために使用するアンカーボルトの位置決めプレートに
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a positioning method of an anchor bolt used for fixing an upper end of each anchor bolt supported by a holder to a bolt hole provided in a base plate in an exposed steel column base. About the plate.

【0002】[0002]

【従来の技術】図12のような鉄骨造露出柱脚において
は、保持具4に支持され垂直上向きに立てられた各アン
カーボルト2の上端は、鉄骨造露出柱脚のベースプレー
トAに設けたボルト孔Bと合致させ固定することが肝要
である。よって、基礎コンクリート6を打設する際に、
アンカーボルト2の上端ネジ部2aの位置がずれないよ
うにきっちり位置決め固定する必要がある。
2. Description of the Related Art In an exposed steel column base as shown in FIG. 12, an upper end of each of the anchor bolts 2 supported by a holder 4 and standing vertically upward is provided with a bolt provided on a base plate A of the exposed steel column base. It is important to match and fix the hole B. Therefore, when placing the foundation concrete 6,
It is necessary to precisely position and fix the upper end screw portion 2a of the anchor bolt 2 so as not to shift.

【0003】その手段として、従来、保持具に支持され
た各アンカーボルトの上端をベースプレートに設けられ
たボルト孔と同心位置に、ボルト孔を必要数設けた位置
決めプレートを取り付けることが行われている。例え
ば、
Conventionally, a positioning plate provided with a necessary number of bolt holes is attached to the upper end of each anchor bolt supported by a holder at a position concentric with a bolt hole provided in a base plate. . For example,

【0004】 特公平3−35455号公報に記載さ
れたアンカーボルト定着装置は、図8に例示するよう
に、ベースプレートに設けられたボルト孔同心位置に、
ボルト孔13を設けた位置決めプレート12で各アンカ
ーボルトの上端ネジ部をベースプレートに設けたボルト
孔と合致させ固定する構成である。
[0004] An anchor bolt fixing device described in Japanese Patent Publication No. 3-35455, as illustrated in FIG. 8, is provided at a concentric position of a bolt hole provided in a base plate.
The configuration is such that the upper end thread portion of each anchor bolt is aligned with the bolt hole provided in the base plate and fixed by the positioning plate 12 provided with the bolt hole 13.

【0005】しかし、図8の位置決めプレート12は、
ボルト孔13の内径がアンカーボルトの上端ネジ部のネ
ジ外径と略同じであると、向きや位置が不揃いの複数本
のアンカーボルトの上端ネジ部を同時にボルト孔13へ
通すとき、同プレート12の肉厚が薄く、各ボルト孔の
口縁がネジ山に引っ掛るので、通し難く、作業に手間取
る。
[0005] However, the positioning plate 12 of FIG.
When the inner diameter of the bolt hole 13 is substantially the same as the outer diameter of the screw of the upper screw portion of the anchor bolt, when simultaneously passing the upper screw portions of a plurality of anchor bolts of different orientations and positions into the bolt hole 13, the same plate 12 is used. Is thin and the rim of each bolt hole is caught by a screw thread, so it is difficult to pass through and work is troublesome.

【0006】また、基礎コンクリートが凝固した後に、
アンカーボルトの上端ネジ部から無用となった位置決め
プレート12を抜き取るときも、各ボルト孔13の口縁
がネジ山へ引っ掛かって簡単には抜けない。無理矢理に
抜くと、薄い位置決めプレート12は簡単に変形してし
まい、その後の転用ができない場合がある。
After the foundation concrete has solidified,
When removing the unnecessary positioning plate 12 from the upper end screw portion of the anchor bolt, the edge of each bolt hole 13 is caught by the screw thread and cannot be easily removed. If it is forcibly pulled out, the thin positioning plate 12 may be easily deformed and may not be diverted thereafter.

【0007】かといって、ボルト孔13の口径を図9に
例示するように余裕のある大きさにすると、アンカーボ
ルトの上端ネジ部の外径と、位置決めプレート12のボ
ルト孔13の口縁との間に隙間ができ、位置決めプレー
ト12に本来要求されている機能の位置決め作用が低下
し、各アンカーボルト2を同心位置へ正確に決められ
ず、位置誤差(ズレ)が生じやすい。
On the other hand, if the diameter of the bolt hole 13 is set to a sufficient size as illustrated in FIG. A gap is formed between them, and the positioning function of the function originally required for the positioning plate 12 is reduced, so that each of the anchor bolts 2 cannot be accurately set to the concentric position, and a positional error (deviation) is likely to occur.

【0008】従来、上記の欠点を解決する手段も研究さ
れている。例えば、
Conventionally, means for solving the above-mentioned disadvantages have been studied. For example,

【0009】 実公平7−47526号公報に記載さ
れたアンカーボルト固定用形板(位置決めプレート)
は、図10に例示したように、位置決めプレート14の
ボルト孔13の部位にのみ肉厚の大きい座金15を固着
し、もって、ボルト孔13の有効長さをアンカーボルト
の上端ネジ部のネジピッチP(図9を参照)よりも大き
く形成している。従って、アンカーボルトの上端ネジ部
へ通すとき又は抜き取る際、ボルト孔13の口縁がネジ
山に引っ掛かる不具合が生ずることなく、スムーズに作
業できる。
[0009] An anchor bolt fixing form plate (positioning plate) described in Japanese Utility Model Publication No. 7-47526.
As shown in FIG. 10, a large-sized washer 15 is fixed only to the position of the bolt hole 13 of the positioning plate 14, so that the effective length of the bolt hole 13 is reduced by the screw pitch P of the upper end screw portion of the anchor bolt. (See FIG. 9). Therefore, when passing or pulling out the upper end screw portion of the anchor bolt, it is possible to work smoothly without causing a problem that the edge of the bolt hole 13 is caught by the screw thread.

【0010】 特開平8−49306号公報に記載さ
れたアンカーボルト定着装置は、図11に例示したよう
に、位置決めプレート16の周辺部に各ボルト孔13か
ら一連に切欠いた切欠部17を設け、アンカーボルトの
上端ネジ部を横方向から入れ込めるように構成されてい
る。
In the anchor bolt fixing device described in Japanese Patent Application Laid-Open No. 8-49306, as shown in FIG. 11, a notch portion 17 is provided in a peripheral portion of a positioning plate 16 in a series of cutouts from respective bolt holes 13. The upper end thread portion of the anchor bolt is configured to be inserted from the lateral direction.

【0011】[0011]

【発明が解決しようとする課題】上記した従来技術の
位置決めプレート14は、ボルト孔12の有効長さを肉
厚の座金15で確保するもので、位置決めプレート14
に座金15を固着してボルト孔の孔あけ加工をしなくて
はならず、作業工数が嵩みコスト高になる。
The positioning plate 14 of the prior art described above secures the effective length of the bolt hole 12 with a thick washer 15.
The bolts must be drilled by fixing the washer 15 to the holes, which increases the number of working steps and increases the cost.

【0012】上述の従来技術の位置決めプレート16
は、ボルト孔13と切欠部17を一連に形成する加工を
しなければならない上に、基礎コンクリートが凝固した
後は各アンカーボルトが不動状態であるため、位置決め
プレート16は真っ直ぐ上方へ抜くほかなく、図8のプ
レートと同様の問題が残る。
The above-described prior art positioning plate 16
Requires that the bolt holes 13 and the notches 17 be formed in series, and since the anchor bolts are in an immobile state after the foundation concrete has solidified, the positioning plate 16 must be pulled straight up. 8 remains the same problem.

【0013】本発明の目的は、向きや位置が不揃いの複
数本のアンカーボルトの上端ネジ部をスムーズに通すこ
とができ、しかも同心位置に正確な位置決め作用を期待
でき、抜き取るときもネジ部に引っ掛からないでスムー
ズな作業ができ、変形もしないから転用に適し、製作の
作業工数が嵩まない位置決めプレートを提供することで
ある。
[0013] It is an object of the present invention to be able to smoothly pass through the upper end thread portions of a plurality of anchor bolts having irregular directions and positions, and to expect an accurate positioning action at a concentric position. An object of the present invention is to provide a positioning plate that can be smoothly operated without being caught and is suitable for diversion because it is not deformed, and does not increase the number of manufacturing steps.

【0014】[0014]

【課題を解決するための手段】上記の課題を解決するた
めの手段として、請求項1記載の発明に係る露出柱脚ア
ンカーボルトの位置決めプレートは、鉄骨造露出柱脚の
ベースプレートに設けたボルト孔と、保持具に支持され
垂直上向きに立てられたアンカーボルトの上端を合致さ
せ固定するための位置決めプレートにおいて、ベースプ
レートに設けたボルト孔と同心位置に、ボルト入口側に
ボルト誘導用の傾斜面部を有するボルト孔を必要数設け
ていることを特徴とする。
According to another aspect of the present invention, a positioning plate for an exposed column base anchor bolt according to the first aspect of the present invention includes a bolt hole provided in a base plate of a steel frame exposed column base. In the positioning plate for aligning and fixing the upper ends of the vertically upwardly anchored bolts supported by the holder, a bolt guiding slope is provided on the bolt inlet side at a position concentric with the bolt hole provided in the base plate. A required number of bolt holes are provided.

【0015】請求項2記載の発明は、請求項1に記載し
た露出柱脚アンカーボルトの位置決めプレートにおい
て、ボルト孔のボルト出口側に返り部を設けていること
を特徴とする。
According to a second aspect of the invention, in the positioning plate of the exposed column base anchor bolt according to the first aspect, a return portion is provided on a bolt outlet side of the bolt hole.

【0016】請求項3記載の発明は、請求項1に記載し
た露出柱脚アンカーボルトの位置決めプレートにおい
て、ボルト孔を形成する傾斜面部に続いてボルト外径と
略同径の垂直部を設け、同垂直部の上端に返り部を設け
ていることを特徴とする。
According to a third aspect of the present invention, in the positioning plate of the exposed column base anchor bolt according to the first aspect, a vertical portion having substantially the same diameter as the bolt outer diameter is provided subsequent to the inclined surface portion forming the bolt hole, A return portion is provided at the upper end of the vertical portion.

【0017】請求項4記載の発明は、請求項3に記載し
た露出柱脚アンカーボルトの位置決めプレートにおい
て、垂直部は、アンカーボルトの上端ネジ部のネジピッ
チの少なくとも1ピッチ分以上の高さであることを特徴
とする。
According to a fourth aspect of the present invention, in the positioning plate of the exposed column base anchor bolt according to the third aspect, the vertical portion has a height of at least one pitch of a screw pitch of an upper end thread portion of the anchor bolt. It is characterized by the following.

【0018】[0018]

【発明の実施の形態及び実施例】請求項1〜4記載の発
明に係る露出柱脚アンカーボルトの位置決めプレート
は、鉄骨造露出柱脚のベースプレートに設けたボルト孔
と、保持具に支持され垂直上向きに立てられたアンカー
ボルトの上端を合致させ固定するために好適に実施され
る。図1以下は一例として中空箱形状の保持具4の各定
着板5にナット3c、3dで支持され垂直上向きに立て
られたアンカーボルト2への実施形態を示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A positioning plate for an exposed column base anchor bolt according to the first to fourth aspects of the present invention has a bolt hole provided in a base plate of a steel frame exposed column base, and is vertically supported by a holder. It is preferably implemented to match and fix the upper ends of the upright anchor bolts. FIG. 1 et seq. Show an embodiment in which anchor bolts 2 which are supported by nuts 3c and 3d on fixing plates 5 of a holder 4 in the shape of a hollow box and which stand vertically upward are shown as an example.

【0019】この位置決めプレート1には、図12に示
すベースプレートAに設けたボルト孔Bと同心位置に、
同数のボルト孔7が設けられている。各ボルト孔7は、
図2に詳示したようにボルト入口側にボルト誘導用の傾
斜面部8を有する。
The positioning plate 1 is provided at a position concentric with a bolt hole B provided in a base plate A shown in FIG.
The same number of bolt holes 7 are provided. Each bolt hole 7
As shown in detail in FIG. 2, a bolt guide inclined surface 8 is provided on the bolt inlet side.

【0020】前記傾斜面部8は、公知のバーリング加工
法によりボルト孔7の孔あけ加工と同時に簡単、高精度
に形成できる。ボルト孔7の口径は、アンカーボルト2
の上端ネジ部2aの外径と略等しいものとする。
The inclined surface portion 8 can be formed simply and with high precision simultaneously with the drilling of the bolt holes 7 by a known burring method. The diameter of the bolt hole 7 is the anchor bolt 2
Is approximately equal to the outer diameter of the upper end screw portion 2a.

【0021】従って、この位置決めプレート1を使用す
れば、図2から明らかなように、アンカーボルト2の上
端ネジ部2aの向き、位置が多少乱れていても、各上端
ネジ部2aが傾斜面部8の範囲内に位置する限り、位置
決めプレート1を水平状態のまま一気に押し下げると、
傾斜面部8の誘導作用により各アンカーボルト2の上端
ネジ部2aはボルト孔7へスムーズに導かれて通る(請
求項1記載の発明)。
Therefore, if the positioning plate 1 is used, as shown in FIG. 2, even if the direction and position of the upper end screw portion 2a of the anchor bolt 2 are slightly disturbed, each upper end screw portion 2a is inclined. As long as the positioning plate 1 is kept in the horizontal state and pushed down at a stretch,
The upper end thread 2a of each anchor bolt 2 is smoothly guided to the bolt hole 7 by the guiding action of the inclined surface portion 8 (the invention according to claim 1).

【0022】位置決めプレート1をアンカーボルト2の
上端ネジ部2aへ通して、固定する手順としては、予
め、各アンカーボルト2の上端ネジ部2aに下側のナッ
ト3bを一定位置にねじ込んでおく。
As a procedure for passing the positioning plate 1 through the upper end screw portion 2a of the anchor bolt 2 and fixing it, the lower nut 3b is screwed into the upper end screw portion 2a of each anchor bolt 2 at a predetermined position in advance.

【0023】しかる後に前記位置決めプレート1の各ボ
ルト孔7の各傾斜面部8の範囲内にアンカーボルト2の
上端ネジ部2aが納まるように調整を行い、位置決めプ
レート1を両手で水平状態で押し下げる。
Thereafter, adjustment is performed so that the upper end screw portion 2a of the anchor bolt 2 is located within the range of each inclined surface portion 8 of each bolt hole 7 of the positioning plate 1, and the positioning plate 1 is pushed down with both hands in a horizontal state.

【0024】位置決めプレート1が前記下側のナット3
bへ等しく当たった段階で、上側のナット3aをねじ込
んで締め付け固定する。これで各アンカーボルト2の上
端ネジ部2aを同心位置へ正確に位置決め固定ができ
る。そこで、図3のように基礎コンクリート6を打設す
る。基礎コンクリート6を養生し強度を発現した段階
で、図4のように上側のナット3aを外し、位置決めプ
レート1を抜き取り、下側のナット3bも外して鉄骨柱
脚を組立てる用意をする。
The positioning plate 1 is provided with the lower nut 3
At the stage where the upper nut 3a is equally hit, the upper nut 3a is screwed and fixed. Thus, the upper end screw portion 2a of each anchor bolt 2 can be accurately positioned and fixed at the concentric position. Then, the foundation concrete 6 is cast as shown in FIG. At the stage where the basic concrete 6 has been cured and has developed its strength, the upper nut 3a is removed, the positioning plate 1 is removed, and the lower nut 3b is removed as shown in FIG.

【0025】図2のように傾斜面部8を有するボルト孔
7の形成は、前記バーリング加工に限らず、図5のよう
に直交方向に2本の切線11を交差状に加工した上で、
一側面から各切片を突き起こすノックアウト法によって
も実施可能である。
The formation of the bolt hole 7 having the inclined surface portion 8 as shown in FIG. 2 is not limited to the burring process, but is performed by forming two cut lines 11 in an orthogonal direction as shown in FIG.
It can also be implemented by a knockout method in which each section is protruded from one side.

【0026】ところで、基礎コンクリート6の養生後に
用済みとなった位置決めプレート1を、アンカーボルト
2から抜き取る作業を考慮すると、図6に示すように各
ボルト孔7の傾斜面部8の上端に返り部9を設けること
が有効的である。返り部9によってボルト孔7の口縁に
丸みができ、アンカーボルト2の上端ネジ部2aのネジ
山に引っ掛かることが無く、抜き取り作業をスムーズに
できる(請求項2記載の発明)。
Considering the work of removing the used positioning plate 1 from the anchor bolts 2 after curing of the foundation concrete 6, as shown in FIG. 6, a return portion is provided at the upper end of the inclined surface 8 of each bolt hole 7. 9 is effective. The return portion 9 rounds the rim of the bolt hole 7, so that the removal operation can be performed smoothly without being caught on the thread of the upper end thread portion 2 a of the anchor bolt 2 (the invention according to claim 2).

【0027】更に、図7に示したようにボルト孔7の傾
斜面部8に続いて上端ネジ部2aの外径と略等しい口径
の垂直部10を設けると、垂直部10が各アンカーボル
ト2の上端ネジ部2aを同心位置に固定する精度を一層
高めることができる(請求項3記載の発明)。
Further, as shown in FIG. 7, when a vertical portion 10 having a diameter substantially equal to the outer diameter of the upper end screw portion 2a is provided following the inclined surface portion 8 of the bolt hole 7, the vertical portion 10 The accuracy of fixing the upper end screw portion 2a at the concentric position can be further enhanced (the invention according to claim 3).

【0028】垂直部10の高さは、上端ネジ部2aの滑
り効果を高めるために、アンカーボルト2の上端ネジ部
2aのネジピッチの1ピッチ以上とする(請求項4記載
の発明)。
The height of the vertical portion 10 is at least one pitch of the screw pitch of the upper end screw portion 2a of the anchor bolt 2 in order to enhance the sliding effect of the upper end screw portion 2a (the invention according to claim 4).

【0029】[0029]

【発明が奏する効果】請求項1〜4に記載した発明に係
る露出柱脚アンカーボルトの位置決めプレートによれ
ば、各ボルト孔に傾斜面部、及び返り部、垂直部を設け
たので、ボルト孔の口径を上端ネジ部の外径と略等しく
形成して、各アンカーボルトの上端ネジ部を精度良く同
心位置に固定できるのみならず、無用になった後に抜き
取る作業も容易で変形を生じないで済み、後々の同種作
業に転用でき、経済性が高い。
According to the positioning plate of the exposed column base anchor bolt according to the invention as set forth in claims 1 to 4, each of the bolt holes is provided with the inclined surface portion, the return portion, and the vertical portion. Not only can the upper diameter thread of each anchor bolt be precisely fixed in a concentric position by forming the diameter approximately equal to the outer diameter of the upper thread part, but also it is easy to remove it after it is no longer needed and no deformation occurs. It can be diverted to the same kind of work later, and is economical.

【0030】勿論、十分に薄い位置決めプレートを用い
ることができ、位置決めプレートを製作する際の作業工
数を少なくでき、コストの軽減に寄与し、作業効率を向
上することが可能である。
Needless to say, a sufficiently thin positioning plate can be used, the number of man-hours required for manufacturing the positioning plate can be reduced, the cost can be reduced, and the working efficiency can be improved.

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

【図1】本発明に係る露出柱脚アンカーボルトの位置決
めプレートの使用時の立面図である。
FIG. 1 is an elevation view when a positioning plate of an exposed column base anchor bolt according to the present invention is used.

【図2】本発明の位置決めプレートのボルト孔部分の拡
大図である。
FIG. 2 is an enlarged view of a bolt hole portion of the positioning plate of the present invention.

【図3】位置決めプレートを使用して基礎コンクリート
を打設した状態の立面図である。
FIG. 3 is an elevational view of a state where foundation concrete has been cast using a positioning plate.

【図4】位置決めプレートを取り外した立面図である。FIG. 4 is an elevational view with the positioning plate removed.

【図5】ボルト孔として平板にスリットを入れた位置決
めプレートを示す実施例の平面図である。
FIG. 5 is a plan view of an embodiment showing a positioning plate in which a slit is formed in a flat plate as a bolt hole.

【図6】位置決めプレートの異なる実施形態をボルト孔
部分のみ示した断面図である。
FIG. 6 is a cross-sectional view showing only a bolt hole portion of a different embodiment of the positioning plate.

【図7】位置決めプレートの異なる実施形態をボルト孔
部分のみ示した断面図である。
FIG. 7 is a cross-sectional view showing only a bolt hole portion of a different embodiment of the positioning plate.

【図8】従来の位置決めプレートを示した平面図であ
る。
FIG. 8 is a plan view showing a conventional positioning plate.

【図9】図8のボルト孔の拡大図である。FIG. 9 is an enlarged view of a bolt hole in FIG. 8;

【図10】従来の異なる位置決めプレートの平面図であ
る。
FIG. 10 is a plan view of another conventional positioning plate.

【図11】従来の更に異なる位置決めプレートの平面図
である。
FIG. 11 is a plan view of another conventional positioning plate.

【図12】鉄骨造露出柱脚の立面図である。FIG. 12 is an elevation view of an exposed steel column base.

【符号の説明】[Explanation of symbols]

A ベースプレート B ベースプレートのボルト孔 1 位置決めプレート 2 アンカーボルト 2a アンカーボルトの上端(上端ネジ部) 4 アンカーボルト保持具 7 ボルト孔 8 傾斜面部 9 返り部 10 垂直部 Reference Signs List A Base plate B Bolt hole in base plate 1 Positioning plate 2 Anchor bolt 2a Upper end of anchor bolt (upper thread) 4 Anchor bolt holder 7 Bolt hole 8 Inclined surface 9 Return part 10 Vertical part

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】鉄骨造露出柱脚のベースプレートに設けた
ボルト孔と、保持具に支持され垂直上向きに立てられた
アンカーボルトの上端を合致させ固定するための位置決
めプレートにおいて、 ベースプレートに設けたボルト孔と同心位置に、ボルト
入口側にボルト誘導用の傾斜面部を有するボルト孔を必
要数設けていることを特徴とする、露出柱脚アンカーボ
ルトの位置決めプレート。
1. A positioning plate for aligning and fixing an upper end of a bolt hole provided in a base plate of an exposed steel column base and an anchor bolt supported by a holder and standing vertically upward, wherein a bolt provided in the base plate is provided. A positioning plate for an exposed column base anchor bolt, characterized in that a required number of bolt holes having an inclined surface portion for guiding a bolt are provided on the bolt inlet side at a position concentric with the holes.
【請求項2】ボルト孔のボルト出口側に返り部を設けて
いることを特徴とする、請求項1に記載した露出柱脚ア
ンカーボルトの位置決めプレート。
2. The positioning plate for an exposed column base anchor bolt according to claim 1, wherein a return portion is provided on the bolt outlet side of the bolt hole.
【請求項3】ボルト孔を形成する傾斜面部に続いてボル
ト外径と略同径の垂直部を設け、同垂直部の上端に返り
部を設けていることを特徴とする、請求項1に記載した
露出柱脚アンカーボルトの位置決めプレート。
3. The method according to claim 1, wherein a vertical portion having substantially the same diameter as the bolt outer diameter is provided following the inclined surface portion forming the bolt hole, and a return portion is provided at an upper end of the vertical portion. Positioning plate for the exposed column base anchor bolt described.
【請求項4】垂直部は、アンカーボルトの上端ネジ部の
ネジピッチの少なくとも1ピッチ分以上の高さであるこ
とを特徴とする、請求項3に記載した露出柱脚アンカー
ボルトの位置決めプレート。
4. The positioning plate for an exposed column base anchor bolt according to claim 3, wherein the vertical portion has a height of at least one pitch of a screw pitch of an upper end thread portion of the anchor bolt.
JP16443999A 1999-06-10 1999-06-10 Exposed column base anchor bolt positioning plate Expired - Fee Related JP4112121B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16443999A JP4112121B2 (en) 1999-06-10 1999-06-10 Exposed column base anchor bolt positioning plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16443999A JP4112121B2 (en) 1999-06-10 1999-06-10 Exposed column base anchor bolt positioning plate

Publications (2)

Publication Number Publication Date
JP2000352120A true JP2000352120A (en) 2000-12-19
JP4112121B2 JP4112121B2 (en) 2008-07-02

Family

ID=15793195

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16443999A Expired - Fee Related JP4112121B2 (en) 1999-06-10 1999-06-10 Exposed column base anchor bolt positioning plate

Country Status (1)

Country Link
JP (1) JP4112121B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002367624A (en) * 2001-06-12 2002-12-20 Honda Motor Co Ltd Fuel cell
CN100485136C (en) * 2003-06-16 2009-05-06 株式会社松本建筑设计 Method of precisely positioning anchor bolt in foundation by swing-type anchor bolt
CN108360825A (en) * 2018-03-28 2018-08-03 深圳市建设(集团)有限公司 A kind of foundation bolt location centralizing device and application method
KR20230158891A (en) * 2022-05-12 2023-11-21 에스비엔지니어링 주식회사 Steel Column Foundation Connection Structure with Improved Resistance to Cone Breakage and its Construction Method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002367624A (en) * 2001-06-12 2002-12-20 Honda Motor Co Ltd Fuel cell
CN100485136C (en) * 2003-06-16 2009-05-06 株式会社松本建筑设计 Method of precisely positioning anchor bolt in foundation by swing-type anchor bolt
CN108360825A (en) * 2018-03-28 2018-08-03 深圳市建设(集团)有限公司 A kind of foundation bolt location centralizing device and application method
KR20230158891A (en) * 2022-05-12 2023-11-21 에스비엔지니어링 주식회사 Steel Column Foundation Connection Structure with Improved Resistance to Cone Breakage and its Construction Method
KR102639094B1 (en) 2022-05-12 2024-02-22 에스비엔지니어링 주식회사 Steel Column Foundation Connection Structure with Improved Resistance to Cone Breakage and its Construction Method

Also Published As

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