JPH0118329Y2 - - Google Patents

Info

Publication number
JPH0118329Y2
JPH0118329Y2 JP1984033849U JP3384984U JPH0118329Y2 JP H0118329 Y2 JPH0118329 Y2 JP H0118329Y2 JP 1984033849 U JP1984033849 U JP 1984033849U JP 3384984 U JP3384984 U JP 3384984U JP H0118329 Y2 JPH0118329 Y2 JP H0118329Y2
Authority
JP
Japan
Prior art keywords
hole
main body
tip
jaw
wedge center
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
JP1984033849U
Other languages
Japanese (ja)
Other versions
JPS60145005U (en
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 filed Critical
Priority to JP3384984U priority Critical patent/JPS60145005U/en
Publication of JPS60145005U publication Critical patent/JPS60145005U/en
Application granted granted Critical
Publication of JPH0118329Y2 publication Critical patent/JPH0118329Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は予め穿孔されたドリル孔の孔壁適所
にドリル孔径より直径を大きくした拡径孔部、つ
まりアンダーカツトを削成するに際して発生する
切粉を作業に支障がないように退避させるように
した拡径孔部削成装置に関する。
[Detailed description of the invention] This invention eliminates chips generated when cutting an enlarged hole with a diameter larger than the drill hole diameter, that is, an undercut, at a suitable location on the hole wall of a pre-drilled hole. The present invention relates to a diameter expanding hole cutting device that is retracted so as to prevent it from occurring.

固化させるコンクリートに対してアンカーボル
トを植設するような場合、コンクリートに所定深
さの盲端孔を穿孔し、アンカーボルトの基部をこ
の孔に挿入して軸方向に切溝(スリツト)が加工
された盲端部円筒体を拡大し、孔壁との間に摩擦
抵抗を生ぜしめる等の手法が採られる。
When planting an anchor bolt in concrete that is to solidify, a blind end hole of a specified depth is drilled in the concrete, the base of the anchor bolt is inserted into this hole, and a slit is machined in the axial direction. Techniques such as enlarging the blind end cylindrical body and creating frictional resistance between it and the hole wall are adopted.

このようにしてコンクリート面に植設したアン
カーボルトの引抜き強度は、盲端部円筒体と孔壁
との接合強度によつて大きく左右されるものであ
るが、ここでボルトの埋設基部に対応して孔内に
孔壁を切削して拡径孔部を予め形成しておくと、
アンカーボルトの引抜き強度は格段に増強でき
る。
The pull-out strength of an anchor bolt planted in a concrete surface in this way is largely influenced by the bonding strength between the blind end cylinder and the hole wall. If you cut the hole wall into the hole to form an enlarged hole in advance,
The pull-out strength of anchor bolts can be significantly increased.

そこでこの考案と同一出願人によつて、本体
に、軸芯共通に本体と同体回転し、且つ軸芯方向
にばねの付勢下に相対移動可能にウエツジセンタ
を挿着し、本体に取付けた切刃をウエツジセンタ
先端部に設けた張出顎に沿わせて移動させて、該
張出顎外方に突出するように構成し、予め穿孔し
た孔壁適所を切削して拡径孔部を削成する装置が
提案されている。
Therefore, the same applicant who created this invention inserted a wedge center into the main body so that it could rotate together with the main body on a common axis and be movable relative to the main body in the axial direction under the bias of a spring, and the wedge center was attached to the main body. The blade is moved along an overhanging jaw provided at the tip of the wedge center, and is configured to protrude outward from the overhanging jaw to cut the pre-drilled hole wall at an appropriate location to form an enlarged diameter hole. A device has been proposed.

この装置を以て例えば、予め穿孔した盲端孔底
部に拡径孔部を削成する場合は、孔内に挿入した
ウエツジセンタの下端を孔底に当てた状態で装置
を回転させ、本体をばねに抗して孔中に押し込む
ように押圧操作すると、それまではウエツジセン
タの張出顎基部で該張出顎内側に位置していた切
刃が本体の動きによつて張出顎に沿つて外方に張
り出すように移動し、孔壁を切削して終には張出
顎の最大張出点に達して張出顎より外に突出して
孔壁に拡径孔部を削成するもので、この後に本体
の押圧力を緩めると、ばねの作用によつて切刃は
前記の動きとは逆順を踏まえて張出顎基部の常態
位置まで戻つて後、装置は孔から引き抜かれるも
のである。
For example, when using this device to cut an enlarged diameter hole at the bottom of a pre-drilled blind end hole, rotate the device with the lower end of the wedge center inserted into the hole in contact with the bottom of the hole, and press the main body against the spring. When the wedge is pressed into the hole, the cutting blade, which had been located inside the overhanging jaw at the base of the overhanging jaw of the wedge center, moves outward along the overhanging jaw due to the movement of the main body. It moves in an overhanging manner, cuts the hole wall, and eventually reaches the maximum overhang point of the overhanging jaw, protrudes outward from the overhanging jaw, and cuts an enlarged diameter hole in the hole wall. Later, when the pressing force of the main body is released, the cutting blade returns to its normal position at the base of the protruding jaw under the action of the spring in the reverse order of the movement described above, after which the device is withdrawn from the hole.

ところが、上記構成の拡径孔部削成装置を使用
して特に、盲端孔底部に拡径孔部を削成する場
合、切削作業位置、つまり孔底部に孔壁切削によ
つて発生する切粉が孔より排除されないままに残
留し、これが張出顎上での切刃の動きを阻害し、
切削作業の進行を妨げ、また作業後に装置を孔か
ら引き抜くには、切刃を孔壁切削作業位置で常態
位置に復帰させてからでないと、装置の引抜きが
できないものであるが、孔底部に切粉が残留して
これに切刃が埋まつた状態になると拡径切削を終
えてからの張出顎上での切刃の戻りを邪魔して装
置を孔から引き抜くのを困難にすることもある。
However, especially when drilling an enlarged hole at the bottom of a blind end hole using the diameter enlarged hole cutting device with the above configuration, the cutting operation position, that is, the cut generated by hole wall cutting at the hole bottom. Powder remains without being removed from the hole, which obstructs the movement of the cutting blade on the overhanging jaw.
In order to prevent the progress of cutting work and to pull out the device from the hole after work, the cutting blade must be returned to its normal position at the hole wall cutting position before the device can be pulled out. If chips remain and the cutting blade is buried in it, it will interfere with the return of the cutting blade on the overhanging jaw after diameter expansion cutting, making it difficult to pull out the device from the hole. There is also.

この考案は上記の点に鑑みなされたものであつ
て、コンクリート等の被穿孔物に対して予め穿孔
したドリル孔孔壁に拡径孔部を削成後に、孔内に
残留する切粉に左右されずして孔壁切削作業、並
びに切刃の常態位置への自動復帰を円滑にし作業
性を向上した拡径孔部削成装置を提供しようとす
るものである。
This idea was created in view of the above points, and after drilling an enlarged hole in the wall of a drilled hole that has been drilled in advance in a material to be drilled such as concrete, it is difficult to prevent chips remaining in the hole. Therefore, it is an object of the present invention to provide a diameter-expanding hole drilling device that facilitates the hole wall cutting work and the automatic return of the cutting blade to its normal position, thereby improving workability.

以下、この考案の実施例を図面を参照しながら
詳細に説明する。
Hereinafter, embodiments of this invention will be described in detail with reference to the drawings.

図において、1は上端に駆動軸に連結されるシ
ヤンク2を有する本体、3はウエツジセンタで、
このウエツジセンタ3の下端部は本体側から漸次
外向けに傾斜して張出させた張出顎4を形成して
いる。5は本体1に下端を開口して設けた中空部
で、ウエツジセンタ3はこの中空部5に圧縮ばね
6を介装して軸芯を共通にして同体回転可能に、
且つ所定の範囲を軸芯方向に相対移動可能に挿着
される。7は本体下部に於いて、本体1の削成加
工によつて対向して形成され、適宜の弾力を有す
る一対の板片で、その先端に切刃8が取付けら
れ、該切刃8の内面は張出顎面に設けたガイド溝
9に係合して張出顎上を移動可能とする。
In the figure, 1 is a main body having a shank 2 connected to a drive shaft at the upper end, 3 is a wedge center,
The lower end portion of this wedge center 3 forms an overhanging jaw 4 which is gradually inclined outward from the main body side and overhangs. Reference numeral 5 denotes a hollow portion provided in the main body 1 with its lower end opened, and the wedge center 3 has a compression spring 6 interposed in this hollow portion 5 so that the wedge center 3 can rotate together with a common axis.
Moreover, it is inserted so as to be relatively movable in the axial direction within a predetermined range. Reference numeral 7 denotes a pair of plate pieces having appropriate elasticity that are formed facing each other by cutting the main body 1 at the lower part of the main body, and a cutting blade 8 is attached to the tip of the plate pieces, and engages with a guide groove 9 provided on the overhanging jaw surface to enable movement on the overhanging jaw.

然して、切刃8は常態ではウエツジセンタ3の
張出顎基部に位置しており、本体1及びウエツジ
センタ3の軸芯方向への相対的動作で、ウエツジ
センタ3がばね6に抗して本体中空部5内に引き
込まれる動きで、ウエツジセンタ3の張出顎4に
沿つて張出顎4よりも外方に張出すようにしてい
る。
However, the cutting blade 8 is normally located at the base of the overhanging jaw of the wedge center 3, and due to the relative movement of the main body 1 and the wedge center 3 in the axial direction, the wedge center 3 moves against the spring 6 and moves into the hollow part 5 of the main body. By the movement of being drawn inward, the wedge center 3 is made to project outward from the overhanging jaws 4 along the overhanging jaws 4.

上記構成において、この考案は、ウエツジセン
タ3の張出顎4に対して切粉溜孔10を横貫して
設け、孔壁切削によつて発生する切粉をこの切粉
溜孔10内に一時的に待避させるように構成した
ものである。
In the above structure, this invention provides a chip storage hole 10 that extends transversely to the overhanging jaw 4 of the wedge center 3, and temporarily stores chips generated by cutting the hole wall in the chip storage hole 10. The structure is such that it can be evacuated.

尚、上記実施例では、張出顎部に横貫する切粉
溜孔10を設けて切粉を待避させる構成を示した
が、必ずしも貫通させる必要はなく、両面からの
凹窪部による切粉溜部としてもよい。
In the above embodiment, a chip collection hole 10 is provided that runs through the protruding jaw, and chips are evacuated. It may also be a department.

次に上記構成からなるこの考案の装置の使用態
様を第3図を参照しながら説明する。
Next, the manner of use of the device of this invention having the above structure will be explained with reference to FIG.

図aに示すように、予め穿孔された盲端孔Aの
底部に拡径孔部を削成するに当たつて、孔内に挿
入したウエツジセンタ3の下端は孔底に当てられ
る。
As shown in Figure a, when cutting an enlarged diameter hole at the bottom of a pre-drilled blind end hole A, the lower end of the wedge center 3 inserted into the hole is brought into contact with the bottom of the hole.

この状態から本体1に回転を与えながら該本体
1をばね6に抗して孔中に押し込むように押圧操
作すると、それまではウエツジセンタ3の張出顎
基部に位置して板切刃8は、張出顎4のガイド溝
9に係合した状態で、該ガイド溝9に沿つて外方
に張出すように移動して孔壁の切削を開始する。
そして終に図bに示すように張出顎4の最大張出
点に到達する迄、孔壁を拡径切削して拡径孔部B
を削成する。
From this state, when the main body 1 is rotated and pushed into the hole against the spring 6, the plate cutting blade 8, which was previously located at the base of the protruding jaw of the wedge center 3, While engaged with the guide groove 9 of the overhanging jaw 4, it moves outward along the guide groove 9 to start cutting the hole wall.
Finally, as shown in Figure b, the hole wall is cut to expand the diameter until the maximum overhang point of the overhanging jaw 4 is reached.
Delete.

ここで、孔壁の拡径切削によつて発生する切粉
Cは、張出顎4に設けた切粉溜孔10内に待避し
て作業は継続され、切刃8が張出顎4の最大張出
点に到達して後、本体1を押圧操作する力あ緩め
ると、図cに示すように、体内のばね6の作用に
よつて切刃8は前記の動作とは逆順を踏まえて張
出顎基部の常態位置まで戻され、そのままに装置
は孔Aから引き抜かれるものである。
Here, the chips C generated by the diameter expansion cutting of the hole wall are evacuated into the chip storage hole 10 provided in the overhanging jaw 4, and the work is continued, and the cutting blade 8 is removed from the overhanging jaw 4. After reaching the maximum extension point, when the pressing force on the main body 1 is released, the cutting blade 8 is moved in the reverse order of the above operation by the action of the spring 6 inside the body, as shown in Figure c. The device is returned to its normal position at the base of the overhanging jaw, and the device is then pulled out from hole A.

本切粉溜は、切刃の先端部の前記移動が前記張
出顎の最大張出点にまで到達するものであるか
ら、本拡径孔部削成装置を第3図における作業方
向とは直交する方向の横向き作業に用いた場合で
も、進行にともなつて切刃の回転の先端が作業の
切粉溜部の開口部に対向するところまで進むか
ら、やはり切粉は切粉溜部に退避することにな
る。
In this chip collection, the movement of the tip of the cutting blade reaches the maximum protrusion point of the protruding jaw, so the present enlarged hole drilling device is operated in the working direction in Fig. 3. Even when used for horizontal work in the orthogonal direction, as the cutting blade advances, the rotating tip of the cutting blade advances to the point where it opposes the opening of the chip pool, so the chips still flow into the chip pool. You will have to evacuate.

以上説明したように、この考案の孔壁拡径装置
によれば、コンクリート等にアンカーボルトを植
設するために、予めコンクリート面に穿孔された
孔の孔壁を切削して拡径部を削成するに際して、
孔内に発生する切粉が切削作業位置に残留するこ
とがあつても、これが孔内で切刃を誘導するウエ
ツジセンタの張出顎部に設けた切粉溜部に待避さ
せられるようにしたから、孔壁切削作業の進行に
支障とならず、又切削作業を終えた後、切刃が張
出顎部上を移動して常態位置に復帰するにも、切
粉が邪魔して切刃の動きを阻害することがないも
ので、作業開始から作業終了までの間、作業を円
滑に遂行して作業性を向上し得るものである。
As explained above, according to the hole wall diameter expanding device of this invention, in order to plant an anchor bolt in concrete, etc., the hole wall of the hole previously drilled in the concrete surface is cut and the diameter expanded portion is cut. In achieving this,
Even if chips generated in the hole remain at the cutting work position, they are evacuated to the chip reservoir provided in the protruding jaw of the wedge center that guides the cutting blade in the hole. , it does not interfere with the progress of the hole wall cutting work, and even when the cutting blade moves on the overhanging jaw and returns to its normal position after finishing the cutting work, the chips get in the way and prevent the cutting blade from moving. It does not impede movement, and allows the work to be carried out smoothly from the start of the work to the end of the work, thereby improving work efficiency.

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

第1図はこの考案の実施例を示す一部を欠除し
た正面図、第2図は同要部の一部側面図、第3図
a,b,cは動作説明図である。 1……本体、2……シヤンク、3……ウエツジ
センタ、4……張出顎、5……中空部、6……圧
縮ばね、7……板片、8……切刃、9……ガイド
溝、10……切粉溜部。
FIG. 1 is a partially cutaway front view showing an embodiment of the invention, FIG. 2 is a side view of a portion of the same essential parts, and FIGS. 3a, b, and c are explanatory views of the operation. 1... Main body, 2... Shank, 3... Wedge center, 4... Overhanging jaw, 5... Hollow part, 6... Compression spring, 7... Plate piece, 8... Cutting blade, 9... Guide Groove, 10...Chip collection section.

Claims (1)

【実用新案登録請求の範囲】 (1) 本体に、本体と軸芯共通に同体回転し、且つ
軸芯方向にばねの付勢下に相対移動可能にウエ
ツジセンタを挿着し、本体に取付けた切刃をウ
エツジセンタ先端部に、本体から先端部先端に
向かい外方に張り出して設けた張出顎に沿つて
移動させて、該張出顎より外方に突出させ、予
め穿孔した孔に挿入して孔壁を切削するように
構成した拡径孔部削成装置であつて、 前記切刃の先端部の移動が前記張出顎の最大
張出点にまで到達するものにおいて、 前記ウエツジセンタの先端部に切粉溜部が設
けられていることを特徴とする拡径孔部削成装
置。 (2) 前記切粉溜部は、張出顎部に横貫した孔によ
りなることを特徴とする実用新案登録請求の範
囲第1項記載の拡径孔部削成装置。
[Scope of Claim for Utility Model Registration] (1) A wedge center is inserted into the main body so that the wedge center rotates together with the main body and the shaft is movable relative to the main body under the bias of a spring in the axial direction, and the wedge center is attached to the main body. The blade is moved to the tip of the wedge center along an overhanging jaw provided outwardly extending from the main body toward the tip of the tip, and is inserted into a pre-drilled hole so as to protrude outward from the overhanging jaw. A diameter expanding hole cutting device configured to cut a hole wall, in which the tip of the cutting blade moves up to the maximum protrusion point of the overhanging jaw, wherein the tip of the wedge center An enlarged diameter hole cutting device characterized in that a chip collecting portion is provided in the diameter enlarged hole drilling device. (2) The diameter enlarged hole drilling device according to claim 1, wherein the chip reservoir is formed by a hole extending transversely through the protruding jaw.
JP3384984U 1984-03-08 1984-03-08 Diameter expansion hole cutting device Granted JPS60145005U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3384984U JPS60145005U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3384984U JPS60145005U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Publications (2)

Publication Number Publication Date
JPS60145005U JPS60145005U (en) 1985-09-26
JPH0118329Y2 true JPH0118329Y2 (en) 1989-05-29

Family

ID=30536675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3384984U Granted JPS60145005U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Country Status (1)

Country Link
JP (1) JPS60145005U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5735650A (en) * 1995-02-28 1998-04-07 Kabushiki Kaisha Miyanaga Drill bit for drilling an undercut hole

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5502684B2 (en) * 2010-09-29 2014-05-28 株式会社ミヤナガ Expanded part cutting device for anchor bolt planting hole

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5739915A (en) * 1980-06-30 1982-03-05 Liebig Heinrich Boring tool
JPS5850855A (en) * 1981-09-22 1983-03-25 Fujitsu Ltd Picture processing system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5739915A (en) * 1980-06-30 1982-03-05 Liebig Heinrich Boring tool
JPS5850855A (en) * 1981-09-22 1983-03-25 Fujitsu Ltd Picture processing system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5735650A (en) * 1995-02-28 1998-04-07 Kabushiki Kaisha Miyanaga Drill bit for drilling an undercut hole

Also Published As

Publication number Publication date
JPS60145005U (en) 1985-09-26

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