JPH0725449Y2 - Anchor bolts for construction - Google Patents

Anchor bolts for construction

Info

Publication number
JPH0725449Y2
JPH0725449Y2 JP161893U JP161893U JPH0725449Y2 JP H0725449 Y2 JPH0725449 Y2 JP H0725449Y2 JP 161893 U JP161893 U JP 161893U JP 161893 U JP161893 U JP 161893U JP H0725449 Y2 JPH0725449 Y2 JP H0725449Y2
Authority
JP
Japan
Prior art keywords
shaft portion
concrete
bolt
embedded
construction
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 - Lifetime
Application number
JP161893U
Other languages
Japanese (ja)
Other versions
JPH0658223U (en
Inventor
基克 小梶
Original Assignee
基克 小梶
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 基克 小梶 filed Critical 基克 小梶
Priority to JP161893U priority Critical patent/JPH0725449Y2/en
Publication of JPH0658223U publication Critical patent/JPH0658223U/en
Application granted granted Critical
Publication of JPH0725449Y2 publication Critical patent/JPH0725449Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案はコンクリート用インサ
ートとなる建築用アンカーボルトに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to an anchor bolt for construction which becomes an insert for concrete.

【0002】[0002]

【従来の技術】一般に、コンクリートに埋設する建築用
アンカ−ボルトとしては、例えばPC版ファスナー取付
用アンカー、設備機器,看板等の取付用アンカー、鉄骨
柱の柱脚用アンカー、ハイブリッド方式のコンクリート
系カーテンウォール用アンカーなどの各種タイプがあ
る。この場合、従来この種のアンカ−ボルトの構造は、
単なるボルトの先端部を直角鉤折りしたボルト軸タイプ
から、ボルト軸の下端部に抜け止め用横ピンを別途直交
挿通せしめた係止部材付きボルト軸タイプ等が知られて
いる。
2. Description of the Related Art Generally, as anchor bolts for construction buried in concrete, for example, anchors for mounting PC version fasteners, anchors for mounting equipment, signboards, etc., anchors for pedestals of steel columns, hybrid type concrete systems. There are various types such as anchors for curtain walls. In this case, the structure of this kind of anchor bolt has been
There is known a bolt shaft type in which a tip end of a simple bolt is bent at a right angle and a bolt shaft type with a locking member in which a horizontal pin for retaining is separately inserted at a lower end portion of the bolt shaft.

【0003】[0003]

【考案が解決しようとする課題】しかし、上記アンカー
ボルトは、いずれも、外部に突出しているボルト軸のネ
ジ部基端となるコンクリート埋設縁部分は、単に1本に
軸部が露出するだけの態様を取るため、埋設縁部分にボ
ルト軸の剪断力がかかり、コンクリート圧壊を招き易す
かった。また、後者のアンカーボルトタイプでは横ピン
を別途挿入する複雑構造のため、製作加工が面倒で、且
つ取扱いも容易でなかった。
However, in any of the above anchor bolts, the concrete embedding edge portion, which is the base end of the threaded portion of the bolt shaft projecting to the outside, has only one shaft portion exposed. Due to this mode, the shearing force of the bolt shaft is applied to the buried edge portion, which easily causes concrete crushing. Further, the latter anchor bolt type has a complicated structure in which a horizontal pin is separately inserted, and thus the manufacturing process is troublesome and the handling is not easy.

【0004】本考案は上記実情に鑑み、コンクリート埋
設側となる軸の上下に鍔部を設け、且つ回り止めリブを
複数枚配設するとにより、上記課題を解決する簡略化タ
イプの建築用アンカーボルトを提供することを目的とし
たものである。
In view of the above situation, the present invention is a simplified type anchor bolt for construction that solves the above problems by providing flanges above and below a shaft on the concrete burying side and disposing a plurality of rotation preventing ribs. The purpose is to provide.

【0005】[0005]

【課題を解決するための手段】本考案は、上端に取付用
ネジを設けた取付軸部と太径の埋設軸部を連続した1本
軸型ボルト本体を形成すると共に、前記埋設軸部の上下
位置に抜け止め鍔部を平行配設し、且つこの埋設軸部の
下部外周囲から下端の抜け止め鍔部の周辺部に向け複数
枚の三角状回り止めリブ片を張出し突設してなるもので
ある。
SUMMARY OF THE INVENTION According to the present invention, a single shaft type bolt main body in which a mounting shaft portion provided with a mounting screw at the upper end and a large diameter embedded shaft portion are connected to each other is formed, and the embedded shaft portion The retaining collars are arranged in parallel at the upper and lower positions, and a plurality of triangular detent rib pieces are projected from the outer periphery of the lower portion of the embedded shaft portion toward the periphery of the retaining collar at the lower end. It is a thing.

【0006】[0006]

【作用】上記のように、1本軸となるボルト本体の埋設
位置の上下に抜け止め部材となる鍔部を2枚平行配設し
ただけのため、配筋中への挿入が簡単となり、且つその
上部の鍔部をコンクリート面に合致するようするため、
植込み深度が簡単に決まる。しかも、コンクリート埋設
縁に鍔部が位置するため、突出するボルト取付部側に曲
げ等に起因する剪断力が働いても、コンクリート面へ力
は分散され、コンクリートを破壊することもなく、且つ
回転力はボルト本体の下端部に形成してなる回り止めリ
ブの係止にて阻止され、安定したアンカーボルト使用と
なる。
As described above, since the two flange portions that serve as retaining members are arranged in parallel above and below the embedded position of the bolt main body that is a single shaft, the insertion into the bar arrangement is easy, and In order to match the upper flange to the concrete surface,
Implant depth is easily determined. Moreover, since the brim is located at the concrete burying edge, even if a shearing force due to bending etc. acts on the protruding bolt mounting side, the force is dispersed to the concrete surface and the concrete is not destroyed, and rotation is prevented. The force is blocked by the locking of the anti-rotation rib formed at the lower end of the bolt body, and the anchor bolt is used stably.

【0007】[0007]

【実施例】以下、本考案を実施例の図面に基づいて説明
すれば、次の通りである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings of the embodiments.

【0008】1は上端に取付用ネジ2を設け取付軸部3
とその下部に太径の埋設軸部4を配設してなる1本軸型
ボルト本体で、この埋設軸部4の上下端位置に平行とな
る2枚の抜け止め鍔部5,6を形成すると共に、埋設軸
部4の下部外周となる四方位置(放射方向)から下端鍔
部5の周縁に向け補強兼用となる三角状回り止めリブ片
7を4枚張出しの突設とし、これら全体構成で建築用ア
ンカーボルト8とする。
1 is provided with a mounting screw 2 at the upper end and a mounting shaft portion 3
And a single-shaft type bolt main body in which a large diameter embedded shaft portion 4 is arranged in the lower part of the embedded shaft portion 2 to form two retaining collars 5 and 6 which are parallel to the upper and lower ends of the embedded shaft portion 4. In addition, four triangular detent rib pieces 7 which also serve as reinforcement are projected from the four-sided position (radial direction), which is the outer circumference of the lower portion of the embedded shaft portion 4, toward the peripheral edge of the lower end collar portion 5, and the entire construction thereof is provided. The anchor bolt for construction 8 is used.

【0009】いまこの作用を説明すると、先ずこのアン
カーボルト8の形状は、例えば、上下に抜け止め鍔部
5,6(φ22で厚さ3mm)を配設した太径(φ12)
の埋設軸部4(長さ30mm)と取付用ネジ2(長さ20
mm)を設けた取付軸部3(長さ30mm)とを連設する1
本軸型ボルト本体1を形成し、前記下端の抜け止め鍔部
6の四方に三角状回り止めリブ片7(高さ6mm×突設幅
3mm) を溶接等にて配設したものである。
To explain this action, first, the shape of the anchor bolt 8 is, for example, a large diameter (φ12) in which retaining collars 5, 6 (thickness of 22 mm and thickness of 3 mm) are arranged vertically.
Embedded shaft part 4 (length 30 mm) and mounting screw 2 (length 20
mm) and the mounting shaft part 3 (length 30 mm) that is provided 1
The main shaft type bolt main body 1 is formed, and triangular rotation preventing rib pieces 7 (height 6 mm × protruding width 3 mm) are arranged on the four sides of the retaining flange 6 at the lower end by welding or the like.

【0010】ここにおいて、コンクリートAへの埋設に
際しは、コンクリート打設面aの位置にアンカーボルト
8の中間に配設の抜け止め鍔部5を臨ませ、抜け止め鍔
部6,三角状回り止めリブ片7を配設の埋設軸部4を型
枠(図示せず)内に位置させたセットとし、この後コン
クリートAを打てばアンカーボルト8は基部を埋設した
固定となる。このコンクリート打設において埋設軸部4
の基部に有する回り止めリブ片7は上部より下部に向け
たクサビ形状を呈するため、円滑に下端鍔部6まで達す
る。
Here, when burying in concrete A, the retaining collar portion 5 disposed in the middle of the anchor bolt 8 faces the position of the concrete placing surface a, and the retaining collar portion 6 and the triangular rotation stopper. When the embedded shaft portion 4 having the rib pieces 7 disposed therein is set in a form (not shown) and concrete A is then struck, the anchor bolt 8 is fixed by embedding the base portion. Buried shaft 4 in this concrete pouring
Since the anti-rotation rib piece 7 at the base has a wedge shape from the upper part toward the lower part, it reaches the lower end collar part 6 smoothly.

【0011】この埋設部分は上下に抜け止め鍔部5,6
と三角状回り止めリブ片7がコンクリート内に張出した
状態となるため、抜け出ることも回ることもない安定し
た固定となる。
The embedded portions are vertically secured by retaining collars 5, 6
Since the triangular anti-rotation rib piece 7 is in a state of overhanging in the concrete, it is a stable fixing that does not slip out or rotate.

【0012】また、アングル等の固定治具Bの固定に当
たっては、突出した取付軸部3に固定治具Bを挿嵌し取
付用ネジ2にナット9を螺挿して締付ける。この場合、
埋設軸部4の上部に配設の抜け止め鍔部5の上面に固定
治具Bが臨むため、取付軸部3に掛かる剪断力は抜け止
め鍔部5で受けるので、コンクリート打設面aを圧壊す
ることもない。
When fixing the fixing jig B such as an angle, the fixing jig B is inserted into the protruding mounting shaft portion 3 and the nut 9 is screwed into the mounting screw 2 to be tightened. in this case,
Since the fixing jig B faces the upper surface of the retaining collar 5 arranged above the embedded shaft portion 4, the shearing force applied to the mounting shaft portion 3 is received by the retaining collar portion 5, so that the concrete placing surface a is It will not be crushed.

【0013】[0013]

【考案の効果】上述の様に、本考案の建築用アンカーボ
ルトは太径となる埋設軸部の上下に抜け止め鍔部とこの
下部に三角状回り止め片を複数枚形成してなるため、打
設するコンクリートの流入が円滑となり、且つ上下に平
行となる2枚の抜け止め鍔部で受けるので、抜けにくく
剪断力に耐えるボルトとなる。しかも、複数枚の三角状
回り止め片を放射状に配置した構造をとるため、最小の
リブ突出で回り止め作用が果たし得る。更に、本考案は
全体として簡略となるユニット構造を呈するので取扱い
が容易である等の実用的効果を有する。
As described above, since the anchor bolt for construction of the present invention is formed with a large-diameter embedded shaft portion above and below the retaining collar portion and a plurality of triangular detent pieces at the lower portion thereof. The concrete to be poured will flow in smoothly and will be received by the two retaining collars that are parallel to each other in the vertical direction. Moreover, since the plurality of triangular detent pieces are arranged radially, the detent action can be achieved with the minimum rib protrusion. Furthermore, the present invention has a practical effect that it is easy to handle because it presents a simple unit structure as a whole.

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

【図1】この考案の実施例を示すアンカーボルトの正面
図である。
FIG. 1 is a front view of an anchor bolt showing an embodiment of the present invention.

【図2】同底面図である。FIG. 2 is a bottom view of the same.

【図3】同斜視図である。FIG. 3 is a perspective view of the same.

【図4】コンクリートに埋設する使用状態の説明図であ
る。
FIG. 4 is an explanatory view of a usage state of being embedded in concrete.

【符号の説明】[Explanation of symbols]

1 1軸型ボルト本体 2 取付用ネジ 3 取付軸部 4 埋設軸部 5 抜け止め鍔部 6 抜け止め鍔部 7 三角状回り止めリブ片 1 1-axis type bolt main body 2 Mounting screw 3 Mounting shaft part 4 Embedded shaft part 5 Retaining collar part 6 Retaining collar part 7 Triangular locking rib piece

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 上端に取付用ネジを設けた取付軸部と太
径の埋設軸部を連続した1本軸型ボルト本体を形成する
と共に、前記埋設軸部の上下位置に抜け止め鍔部を平行
配設し、且つこの埋設軸部の下部外周囲から下端の抜け
止め鍔部の周辺部に向け複数枚の三角状回り止めリブ片
を張出し突設してなる建築用アンカーボルト。
1. A single-shaft bolt main body in which a mounting shaft portion provided with a mounting screw at an upper end and a large-diameter embedded shaft portion are connected to each other is formed, and retaining collars are provided at upper and lower positions of the embedded shaft portion. An anchor bolt for construction, which is arranged in parallel and is formed by projecting a plurality of triangular anti-rotation rib pieces from the outer periphery of the lower portion of the embedded shaft portion toward the periphery of the retaining collar at the lower end.
JP161893U 1993-01-26 1993-01-26 Anchor bolts for construction Expired - Lifetime JPH0725449Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP161893U JPH0725449Y2 (en) 1993-01-26 1993-01-26 Anchor bolts for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP161893U JPH0725449Y2 (en) 1993-01-26 1993-01-26 Anchor bolts for construction

Publications (2)

Publication Number Publication Date
JPH0658223U JPH0658223U (en) 1994-08-12
JPH0725449Y2 true JPH0725449Y2 (en) 1995-06-07

Family

ID=11506517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP161893U Expired - Lifetime JPH0725449Y2 (en) 1993-01-26 1993-01-26 Anchor bolts for construction

Country Status (1)

Country Link
JP (1) JPH0725449Y2 (en)

Also Published As

Publication number Publication date
JPH0658223U (en) 1994-08-12

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