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JPH0479804B2 - - Google Patents
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JPH0479804B2 - - Google Patents

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Publication number
JPH0479804B2
JPH0479804B2 JP30719988A JP30719988A JPH0479804B2 JP H0479804 B2 JPH0479804 B2 JP H0479804B2 JP 30719988 A JP30719988 A JP 30719988A JP 30719988 A JP30719988 A JP 30719988A JP H0479804 B2 JPH0479804 B2 JP H0479804B2
Authority
JP
Japan
Prior art keywords
cylindrical body
hole
shank
rear end
expansion anchor
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
Application number
JP30719988A
Other languages
Japanese (ja)
Other versions
JPH02151404A (en
Inventor
Katsumi Shinjo
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.)
Shinjo Manufacturing Co Ltd
Original Assignee
Shinjo Manufacturing 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 Shinjo Manufacturing Co Ltd filed Critical Shinjo Manufacturing Co Ltd
Priority to JP30719988A priority Critical patent/JPH02151404A/en
Publication of JPH02151404A publication Critical patent/JPH02151404A/en
Publication of JPH0479804B2 publication Critical patent/JPH0479804B2/ja
Granted legal-status Critical Current

Links

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  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Cutting Tools, Boring Holders, And Turrets (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、コンクリートに拡開アンカーを植設
する際、該アンカーの引抜き強度を増すため、予
め下穴の内奥を拡径する削成装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a cutting device that enlarges the inner diameter of a prepared hole in advance in order to increase the pull-out strength of the anchor when planting an expansion anchor in concrete. .

従来の技術 一般に、拡開アンカーは筒状のアンカー本体の
前半部分に軸方向へ延びる割り溝を設けて形成し
た複数の開脚部を有し、前記アンカー本体をコン
クリートに設けた下穴に挿入した状態で、打込み
ピン又はテーパプラグを介して前記アンカー本体
に打撃力を付与することにより、前記開脚部を拡
開させて前記下穴の内壁に係止固着するようにな
つている。
BACKGROUND TECHNOLOGY In general, an expansion anchor has a plurality of opening legs formed by providing split grooves extending in the axial direction in the front half of a cylindrical anchor body, and the anchor body is inserted into a pilot hole formed in concrete. In this state, by applying a striking force to the anchor body via a driving pin or a taper plug, the legs are expanded and fixed to the inner wall of the prepared hole.

発明が解決しようとする課題 しかし、上記のような拡開アンカーは、前記ア
ンカー本体の軸方向へ作用する打撃力の半径方向
への分力で前記開脚部を拡開させるため、打撃力
のロスが大きくて前記開脚部を充分に拡開させる
ことが困難であつた。特に、高い引抜き強度(保
持力)が要求される太径の拡開アンカーにあつて
は、前記開脚部の拡開量も径に比例して大きくな
るため、所定の引抜き強度(保持力)を得ること
は一層困難である。
Problems to be Solved by the Invention However, in the above-mentioned expansion anchor, the opening leg portion is expanded by a component force in the radial direction of the impact force acting in the axial direction of the anchor body. The loss was large and it was difficult to fully expand the leg portions. In particular, in the case of large-diameter expansion anchors that require high pull-out strength (holding force), the amount of expansion of the legs increases in proportion to the diameter, so the predetermined pull-out strength (holding force) is even more difficult to obtain.

このため、高い引抜き強度(保持力)が要求さ
れる太径のアンカーや小径であつても締結力に高
い信頼性が要求されるような場合には、固着手段
として接着剤を用いた所謂ケミカルアンカーが使
用されている。
For this reason, when anchors have large diameters that require high pull-out strength (holding force), or when high reliability is required in the fastening force even with small diameter anchors, so-called chemical anchors using adhesives are used as the fixing means. Anchor is used.

しかしながら、ケミカルアンカーは接着剤によ
つて引抜き強度(保持力)を確保するものである
から、下穴に対する埋込み長さを長くして接着表
面積を大きくしなければならず、このため前述の
拡開アンカーに比べて下穴で深孔となり、下穴加
工に手間を要する難点があつた。加えて、接着剤
が二液混合タイプであるため、その配合、攪拌作
業が面倒で作業ミスを生じ易いという問題点があ
つた。更に、使用歴が浅いため、長時間に亘る使
用において接着剤の劣化や外部応力等による肌離
れによつて所期の引抜き強度(保持力)が維持さ
れているかどうか疑問視されている。
However, since chemical anchors use adhesive to ensure pull-out strength (holding force), it is necessary to increase the length of embedding in the prepared hole to increase the bonding surface area. Compared to anchors, the pilot hole is deeper and requires more time and effort to drill the pilot hole. In addition, since the adhesive is a two-component mixture type, the mixing and stirring operations are troublesome and operational errors are likely to occur. Furthermore, since the product has not been used for a long time, it is questionable whether the desired pull-out strength (holding force) is maintained due to deterioration of the adhesive and peeling due to external stress during long-term use.

本発明は、このような事情に鑑みてなされたも
ので、前述した拡開アンカーの開脚部の拡開を容
易にして所期の引抜き強度(保持力)を確保する
ため、下穴の内奥に前記開脚部が係止される拡径
部を削成する装置を提供することを目的としてい
る。
The present invention has been made in view of the above circumstances, and in order to facilitate the expansion of the legs of the aforementioned expansion anchor and ensure the desired pull-out strength (holding force), the present invention has been developed by It is an object of the present invention to provide a device for cutting an enlarged diameter portion in which the spread leg portion is locked.

課題を解決するための手段 上記目的を達成するために、本発明の削成装置
は、後端に鍔部を有する筒状本体の貫通孔の先端
部分が先すぼまりのテーパ孔に形成され、該筒状
本体の前半部分に軸方向へ延びる複数の割り溝を
設けて複数の弾性脚部が形成されると共に、各弾
性脚部の外周に刃体が固着突設され、前記筒状本
体の後半部分に下穴に対する挿入長さを制限する
ストツパが嵌装され、前記筒状本体の貫通孔にそ
の後端から摺動自在に挿入され、先端部分に前記
テーパ孔と係合する円錐部を有するシヤンクの後
端部分が前記筒状本体から突出し、該後端部分に
電動回転工具に対する連結部が設けられているこ
とを特徴とする。
Means for Solving the Problems In order to achieve the above object, the cutting device of the present invention has a cylindrical main body having a flange at the rear end, and the tip portion of the through hole is formed into a tapered hole with a tapered end. , a plurality of split grooves extending in the axial direction are provided in the front half of the cylindrical body to form a plurality of elastic legs, and a blade is fixedly and protrusively provided on the outer periphery of each elastic leg; A stopper that limits the length of insertion into the pilot hole is fitted in the rear half of the cylindrical body, and is slidably inserted into the through hole of the cylindrical body from the rear end, and has a conical part that engages with the tapered hole at the tip. A rear end portion of the shank protrudes from the cylindrical main body, and a connecting portion for an electric rotating tool is provided at the rear end portion.

前記ストツパは、前記筒状本体に対して軸方向
へ変位可能に嵌装して、下穴に対する前記筒状本
体の挿入長さを調節できる構造とすることが好ま
しい。
Preferably, the stopper is fitted into the cylindrical body so as to be displaceable in the axial direction, so that the insertion length of the cylindrical body into the prepared hole can be adjusted.

また、前記ストツパを厚みの異なる複数の環状
体で構成することによつて、下穴に対する前記筒
状本体の挿入長さを加減調節してもよい。この場
合、ストツパはプラスチツク材料により成形し、
吸音機能を持たせることが望ましい。
Further, by configuring the stopper with a plurality of annular bodies having different thicknesses, the insertion length of the cylindrical body into the pilot hole may be adjusted. In this case, the stopper is molded from plastic material,
It is desirable to have a sound absorption function.

更に、前記シヤンクの後端部分に位置検出用鍔
部を設け、前記シヤンクを前記筒状本体に挿入し
て、先端の前記円錐部で前記弾性脚部を所定位置
まで拡開したとき、前記位置検出用鍔部が前記筒
状本体の上端鍔部と当接するように構成し、前記
開脚部の拡開完了を目視又は聴覚により確認でき
るようにすると効果的である。
Furthermore, a position detecting collar is provided at the rear end portion of the shank, and when the shank is inserted into the cylindrical body and the elastic legs are expanded to a predetermined position by the conical portion at the tip, the position is detected. It is effective to configure the detection flange to come into contact with the upper end flange of the cylindrical body, so that completion of the opening of the legs can be visually or audibly confirmed.

作 用 上記のように構成された削成装置の筒状本体を
コンクリートに加工した下穴に挿入すると、前記
ストツパにより挿入長さが制限され、先端の前記
刃体が下穴内奥の所定位置に位置決めされる。次
に、前記シヤンクを電気回転工具に連結して打撃
力を加えながら回転すると、前記シヤンク先端の
円錐部によつて前記弾性脚部が半径方向へ拡開さ
れると共に、その摩擦接触によつて前記筒状本体
がシヤンクと一緒に回転する。この拡開作用と回
転運動によつて前記刃体が下穴の壁面を破砕して
削り広げ、下拡がりの拡径部を形成する。そし
て、前記シヤンクをその位置決め鍔部が前記筒状
の鍔部に当接するまで圧入したとき、所定の拡径
部が完成する。
Operation When the cylindrical body of the cutting device configured as described above is inserted into a pilot hole machined in concrete, the insertion length is limited by the stopper, and the blade at the tip is placed at a predetermined position deep inside the pilot hole. Positioned. Next, when the shank is connected to an electric rotary tool and rotated while applying a striking force, the elastic legs are expanded in the radial direction by the conical portion at the tip of the shank, and due to the frictional contact. The cylindrical body rotates together with the shank. Due to this expanding action and rotational movement, the blade crushes and widens the wall surface of the pilot hole to form a downwardly expanding diameter portion. When the shank is press-fitted until its positioning flange abuts against the cylindrical flange, a predetermined enlarged diameter portion is completed.

実施例 以下、本発明の実施例を図面に基づいて説明す
る。第1図及び第2図は本発明による削成装置を
示しており、1は筒状本体で、後端に鍔部2を有
し、貫通孔3の先端部分が先すぼまりのテーパ孔
4に形成されている。
Embodiments Hereinafter, embodiments of the present invention will be described based on the drawings. 1 and 2 show a cutting device according to the present invention, in which reference numeral 1 denotes a cylindrical body, which has a flange 2 at the rear end, and a through hole 3 whose tip is a tapered hole. 4.

該筒状本体1の前半部分は軸方向へ延びる複数
の割り溝5及び開口6によつて分断され、複数の
弾性脚部7(図示の例では3本)が形成されてお
り、かつ、各弾性脚部7の先端部分外周に超硬合
金から成る刃体8が固着突設されている。なお、
刃体8は超硬合金に代えてダイヤモンドチツプを
各弾性脚部7の先端部分に固着して構成してもよ
い。また、筒状本体1の後半部分は、その貫通孔
3の内径を拡張して戻しばね9の収容室3aが形
成され、かつ、外周面に後述するストツパ11を
螺合するねじ部10が設けられている。
The front half of the cylindrical body 1 is divided by a plurality of grooves 5 and openings 6 extending in the axial direction, and a plurality of elastic legs 7 (three in the illustrated example) are formed. A blade body 8 made of cemented carbide is fixedly and protrusively provided on the outer periphery of the tip portion of the elastic leg portion 7. In addition,
The blade body 8 may be constructed by fixing a diamond chip to the tip of each elastic leg 7 instead of using cemented carbide. Further, in the latter half of the cylindrical body 1, the inner diameter of the through hole 3 is expanded to form a housing chamber 3a for the return spring 9, and a threaded portion 10 for screwing a stopper 11, which will be described later, is provided on the outer peripheral surface. It is being

11は筒状本体1の下穴に対する挿入長さを制
限するストツパで、内周面にねじ部10と螺合す
る雌ねじ12を設けた環状体に形成され、止めね
じ13によりねじ部10の任意の位置で固定でき
るようになつている。14はストツパ11の端面
に添着した吸音パツトである。
Reference numeral 11 denotes a stopper for limiting the insertion length of the cylindrical body 1 into the prepared hole, and is formed into an annular body having a female thread 12 on its inner circumferential surface that screws into the threaded part 10. It can be fixed in position. 14 is a sound absorbing pad attached to the end face of the stopper 11.

なお、第7図に示すように、厚さの異なる複数
の環状ストツパ板11a〜11cを組み合わせて
筒状本体1に緩装することによつて、筒状本体1
に下穴の対する挿入長さを制限するようにしても
よい。この場合には筒状本体1にねじ部10を設
ける必要がなく、また、環状ストツパ板11a〜
11cをプラスチツク材料で成形すれば吸音パツ
ト14も不要となり、構造を簡略化できる。
As shown in FIG. 7, by combining and loosely mounting a plurality of annular stopper plates 11a to 11c having different thicknesses on the cylindrical body 1, the cylindrical body 1 can be
The insertion length of the pilot hole may be limited. In this case, there is no need to provide the threaded portion 10 on the cylindrical body 1, and the annular stopper plates 11a to
If 11c is molded from a plastic material, the sound absorbing pad 14 will also be unnecessary and the structure can be simplified.

15は弾性脚部7を拡開するためのシヤンク
で、筒状本体1の後端から貫通穴3に摺動自在に
挿入され、先端部分にテーパ孔4と係合する円錐
部16を有し、後端部分に太径の軸17が連結ピ
ン18を介して連結されている。そして、連結ピ
ン18の両端突出部が筒状本体1の後端部分に設
けた軸方向へ延びる長孔19に係合し、これによ
つてシヤンク15の可動範囲が制限されると共
に、戻しばね9の作用でシヤンク15が第1図に
示す位置に付勢されている。また、軸17には電
動ハンマードリルに対する連結部20が形成され
る一方、第1図に示す元位置において筒状本体1
の鍔部2との間に一定の間隔Aを有する位置検出
用鍔部21が設けられている。該位置検出用鍔部
21は、シヤンク15を筒状本体1の先端側へ圧
入して先端側の円錐部16で弾性脚部7を所定位
置まで拡開したとき、鍔部2に当接する。これに
よつて拡径作業の完了を目視又は当接時に生じる
衝突音により確認できるようになつている。
Reference numeral 15 denotes a shank for expanding the elastic leg portion 7, which is slidably inserted into the through hole 3 from the rear end of the cylindrical body 1, and has a conical portion 16 at its tip portion that engages with the tapered hole 4. , a large-diameter shaft 17 is connected to the rear end portion via a connecting pin 18. Then, the protruding portions at both ends of the connecting pin 18 engage with the elongated holes 19 extending in the axial direction provided in the rear end portion of the cylindrical body 1, thereby limiting the movable range of the shank 15 and preventing the return spring from moving. 9 biases the shank 15 to the position shown in FIG. Further, the shaft 17 is formed with a connecting portion 20 for an electric hammer drill, while the cylindrical body 1 is in the original position shown in FIG.
A position detecting flange 21 is provided with a constant distance A between the flange 2 and the flange 2 . The position detecting collar 21 comes into contact with the collar 2 when the shank 15 is press-fitted into the distal end of the cylindrical body 1 and the elastic legs 7 are expanded to a predetermined position by the conical section 16 on the distal end. This makes it possible to confirm the completion of the diameter expansion work visually or by the collision sound produced when the parts come into contact.

第3図ないし第6図は、上記のように構成した
削成装置を用いて拡開アンカーを植設する施工順
序を示している。
FIGS. 3 to 6 show the construction sequence for planting an expansion anchor using the cutting device configured as described above.

先ず、ストツパ11の固定位置を調節して、コ
ンクリート25に予め加工した下穴26に対する
挿入長さKを、該下穴26に植設する拡開アンカ
ー30(第5図参照)の植込み長さLに等しく設
定した後、筒状本体1を下穴26に挿入すると、
ストツパ11により挿入長さが制限され、先端の
刃体8が下穴26内奥の所定位置に位置決めされ
る。次に、軸17の連結部20に電気ハンマード
リル35を連動連結し、該電気ハンマードリル3
5によつてシヤンク15に打撃力と回転力を付与
する。シヤンク15に加えられる打撃力によつ
て、先端の円錐部16がテーパ孔4に圧入され、
弾性脚部7を半径方向へ拡開すると共に、テーパ
孔4壁面との摩擦接触によつて筒状本体1がシヤ
ンク15と一緒に回転する。この拡開作用と回転
運動によつて刃体8が下穴26の壁面27を破砕
して削り広げる。そして、位置検出用鍔部21が
筒状本体1の鍔部2に当接する位置までシヤンク
15に打撃力を加えて筒状本体1に圧入すると、
第4図に示すように、弾性脚部7が所定位置まで
拡開され、所定の拡径部28が形成される。この
とき、位置検出用鍔部21の位置を目視により確
認するか、あるいは該鍔部21が鍔部2に当接し
た際に生じる金属音を聴覚により確認して、拡径
作業の完了を容易に知ることができる。
First, by adjusting the fixing position of the stopper 11, the insertion length K into the pilot hole 26 previously formed in the concrete 25 is set to the implantation length of the expansion anchor 30 (see FIG. 5) to be implanted in the pilot hole 26. After setting it equal to L, when the cylindrical body 1 is inserted into the pilot hole 26,
The insertion length is limited by the stopper 11, and the blade 8 at the tip is positioned at a predetermined position deep inside the pilot hole 26. Next, an electric hammer drill 35 is interlocked and connected to the connecting portion 20 of the shaft 17.
5 imparts impact force and rotational force to the shank 15. Due to the impact force applied to the shank 15, the conical portion 16 at the tip is press-fitted into the tapered hole 4,
While expanding the elastic legs 7 in the radial direction, the cylindrical body 1 rotates together with the shank 15 due to frictional contact with the wall surface of the tapered hole 4. Due to this expanding action and rotational movement, the blade 8 crushes and widens the wall surface 27 of the prepared hole 26. Then, when the shank 15 is press-fitted into the cylindrical body 1 by applying a striking force to the position where the position detection flange 21 contacts the flange 2 of the cylindrical body 1,
As shown in FIG. 4, the elastic leg portion 7 is expanded to a predetermined position, and a predetermined enlarged diameter portion 28 is formed. At this time, it is easy to complete the diameter expansion work by visually confirming the position of the position detection flange 21 or by auditorily confirming the metallic sound that is generated when the flange 21 comes into contact with the flange 2. can be known.

このようにして、拡径部28が形成されると、
シヤンク15に対する打撃力と回転力の付与を停
止し、シヤンク15を第3図に示す元位置まで引
き戻した後、筒状本体1を下穴26から抜き出
す。
When the enlarged diameter portion 28 is formed in this way,
After stopping the application of impact force and rotational force to the shank 15 and pulling the shank 15 back to its original position shown in FIG. 3, the cylindrical body 1 is pulled out from the prepared hole 26.

続いて、第5図に示すように、下穴26に拡開
アンカー30を挿入し、その打込みピン32を加
圧してアンカー本体31に圧入すると、第6図の
ように、該アンカー本体31の開脚部33が半径
方向へ拡開せしめられ、拡径部28に係合する。
この拡径部28に対する開脚部33の係合によつ
て、下穴26の壁面27に対するアンカー本体3
1の係止保持が確実となり、高い引抜き強度(保
持力)が得られる。しかも、拡径部28の存在に
より、開脚部33の拡開抵抗が小さくなるので、
打込みピン32に対する軽い加圧力で開脚部33
を容易に拡開させることができる。
Subsequently, as shown in FIG. 5, the expansion anchor 30 is inserted into the prepared hole 26, and the driving pin 32 is pressurized to press fit into the anchor body 31. As shown in FIG. The open leg portion 33 is expanded in the radial direction and engaged with the enlarged diameter portion 28 .
Due to the engagement of the open leg portion 33 with this enlarged diameter portion 28, the anchor body 3 engages with the wall surface 27 of the pilot hole 26.
1 is securely retained and high pull-out strength (holding force) is obtained. Moreover, due to the presence of the enlarged diameter portion 28, the expansion resistance of the open leg portion 33 is reduced.
The open leg portion 33 is opened by applying a light pressure to the driving pin 32.
can be easily expanded.

なお、上記実施例においては、ピン打込み式拡
開アンカー30について説明したが、その他の形
式の拡開アンカーにも適用できることは勿論であ
る。また、電動ハンマードリル35の代わりに単
に回転力のみ付与する電動ドリルで軸17を回転
させ乍ら圧入することにより、拡径部28を形成
することも可能である。
In the above embodiment, the pin driving type expansion anchor 30 has been described, but it is of course applicable to other types of expansion anchors. Further, instead of the electric hammer drill 35, the enlarged diameter portion 28 can be formed by press-fitting the shaft 17 while rotating it using an electric drill that only applies rotational force.

発明の効果 以上説明したように、本発明の削成装置によれ
ば、コンクリートに穿設した下穴の内奥所定位置
に拡径部を簡単に形成することができる。また、
拡径作業の完了が視覚あるいは聴覚によつて確認
できるので、作業上好都合である。
Effects of the Invention As explained above, according to the cutting device of the present invention, an enlarged diameter portion can be easily formed at a predetermined position deep inside a pilot hole drilled in concrete. Also,
Completion of the diameter expansion work can be visually or aurally confirmed, which is convenient for work.

そして、上記のように拡径部を形成した下穴に
拡開アンカーを植設すると、その開脚部を小さな
加圧で拡開できると共に、前記拡径部に係合する
ことによつて、大きな引抜き強度(保持力)が得
られる。したがつて、太径の拡開アンカーでも、
その開脚部を容易かつ確実に拡開させることがで
きる。
When the expansion anchor is implanted in the pilot hole in which the expanded diameter portion is formed as described above, the opening leg portion can be expanded with a small pressure, and by engaging with the expanded diameter portion, Large pull-out strength (holding force) can be obtained. Therefore, even with large diameter expansion anchors,
The legs can be easily and reliably expanded.

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

第1図は本発明に掛かる削成装置の一部縦断正
面ず、第2図は同端面図、第3図ないし第6図は
同使用例を示す工程説明図、第7図は別の実施例
を示す要部縦断正面図である。 1……筒状本体、2……鍔部、3……貫通孔、
4……テーパ孔、5……割り溝、7……弾性脚
部、8……刃体、10……ねじ部、11……スト
ツパ、12……雌ねじ、13……止めねじ、11
a〜11c……環状ストツパ板、15……シヤン
ク、16……円錐部、17……軸、18……連結
ピン、20……連結部、21……位置検出用鍔
部、25……コンクリート、26……下穴、27
……下孔壁面、28……拡径部、30……拡開ア
ンカー、33……開脚部。
Fig. 1 is a partially vertical front view of the cutting device according to the present invention, Fig. 2 is an end view of the same, Figs. It is a longitudinal front view of a main part showing an example. 1... Cylindrical body, 2... Flange, 3... Through hole,
4...Tapered hole, 5...Split groove, 7...Elastic leg portion, 8...Blade body, 10...Threaded portion, 11...Stopper, 12...Female thread, 13...Set screw, 11
a to 11c...Annular stopper plate, 15...Shank, 16...Conical part, 17...Shaft, 18...Connection pin, 20...Connection part, 21...position detection flange, 25...Concrete , 26... Pilot hole, 27
... Pilot hole wall surface, 28 ... Expanded diameter part, 30 ... Expansion anchor, 33 ... Open leg part.

Claims (1)

【特許請求の範囲】 1 後端に鍔部2を有する筒状本体1の貫通孔3
の先端部分が先すぼまりのテーパ孔4に形成さ
れ、該筒状本体1の前半部分に軸方向へ延びる複
数の割り溝5を設けて複数の弾性脚部7が形成さ
れると共に、各弾性脚部7の外周に刃体8が固着
突設され、 前記筒状本体1の後半部分に下穴に対する挿入
長さを制限するストツパ11が嵌装され、 前記筒状本体1の貫通孔3にその後端から摺動
自在に挿入され、先端部分に前記テーパ孔4と係
合する円錐部16を有するシヤンク15の後端部
分が前記筒状本体1から突出し、該後端部分に電
動回転工具に対する連結部20が設けられている
ことを特徴とする拡開アンカーの下穴内奥を拡径
する削成装置。 2 前記ストツパ11が、前記筒状本体1に対し
て軸方向へ変位可能に嵌装されている請求項1記
載の拡開アンカーの下穴内奥を拡径する削成装
置。 3 前記ストツパ11が、厚みの異なる複数の環
状体11a〜11cで構成されている請求項1記
載の拡開アンカーの下穴内奥を拡径する削成装
置。 4 前記シヤンク15の後端部分に位置検出用鍔
部21が設けられ、前記シヤンク15を前記筒状
本体1に圧入して、先端の前記円錐部16で前記
弾性脚部17を所定位置まで拡開したとき、前記
位置検出用鍔部21が前記筒状本体1の鍔部2に
当接するように構成されている請求項1,2又は
3記載の拡開アンカーの下穴内奥を拡径する削成
装置。
[Claims] 1. A through hole 3 in a cylindrical body 1 having a flange 2 at the rear end.
A tapered hole 4 is formed at the tip end of the cylindrical body 1, and a plurality of split grooves 5 extending in the axial direction are provided in the front half of the cylindrical body 1 to form a plurality of elastic legs 7. A blade 8 is fixedly protruded from the outer periphery of the elastic leg 7, a stopper 11 is fitted in the rear half of the cylindrical body 1 to limit the length of insertion into the prepared hole, and the through hole 3 of the cylindrical body 1 A shank 15 is slidably inserted from the rear end thereof, and has a conical portion 16 at its tip portion that engages with the tapered hole 4. A rear end portion of the shank 15 protrudes from the cylindrical body 1, and an electric rotating tool is attached to the rear end portion. A cutting device for enlarging the diameter of the innermost part of a prepared hole of an expansion anchor, characterized in that a connecting portion 20 is provided for the expansion anchor. 2. The cutting device for expanding the diameter of the innermost part of the prepared hole of the expansion anchor according to claim 1, wherein the stopper 11 is fitted so as to be displaceable in the axial direction with respect to the cylindrical main body 1. 3. The cutting device for expanding the diameter of the innermost part of the pilot hole of an expansion anchor according to claim 1, wherein the stopper 11 is composed of a plurality of annular bodies 11a to 11c having different thicknesses. 4 A position detection collar part 21 is provided at the rear end portion of the shank 15, and the shank 15 is press-fitted into the cylindrical body 1, and the conical part 16 at the tip expands the elastic leg part 17 to a predetermined position. Expanding the inner diameter of the pilot hole of the expansion anchor according to claim 1, 2 or 3, wherein the position detecting flange 21 is configured to abut against the flange 2 of the cylindrical body 1 when opened. Scraping device.
JP30719988A 1988-12-05 1988-12-05 Cutter for expanding diameter of inward lower pit of expanding anchor Granted JPH02151404A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30719988A JPH02151404A (en) 1988-12-05 1988-12-05 Cutter for expanding diameter of inward lower pit of expanding anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30719988A JPH02151404A (en) 1988-12-05 1988-12-05 Cutter for expanding diameter of inward lower pit of expanding anchor

Publications (2)

Publication Number Publication Date
JPH02151404A JPH02151404A (en) 1990-06-11
JPH0479804B2 true JPH0479804B2 (en) 1992-12-17

Family

ID=17966233

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30719988A Granted JPH02151404A (en) 1988-12-05 1988-12-05 Cutter for expanding diameter of inward lower pit of expanding anchor

Country Status (1)

Country Link
JP (1) JPH02151404A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1339235C (en) * 1987-12-07 1997-08-05 Hideo Takamatsu Process for the hydrogenation of conjugated diene polymers
JPH03101609U (en) * 1990-02-06 1991-10-23
JP4680405B2 (en) * 2001-03-27 2011-05-11 イリノイ トゥール ワークス インコーポレイティド Self-piercing expansion anchor and self-piercing expansion anchor system
KR20010099137A (en) * 2001-09-04 2001-11-09 조동진 Strong key
US7144212B2 (en) * 2004-12-02 2006-12-05 Mechanical Plastics Corp. Self-drilling hollow wall anchor
KR101220050B1 (en) * 2010-08-26 2013-01-08 한전케이피에스 주식회사 quick guide stud
CN106730505A (en) * 2016-12-09 2017-05-31 广州迪然安全检测技术有限公司 A kind of storing fire extinguisher fixed mount

Also Published As

Publication number Publication date
JPH02151404A (en) 1990-06-11

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