JPH0236651Y2 - - Google Patents

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Publication number
JPH0236651Y2
JPH0236651Y2 JP1984033848U JP3384884U JPH0236651Y2 JP H0236651 Y2 JPH0236651 Y2 JP H0236651Y2 JP 1984033848 U JP1984033848 U JP 1984033848U JP 3384884 U JP3384884 U JP 3384884U JP H0236651 Y2 JPH0236651 Y2 JP H0236651Y2
Authority
JP
Japan
Prior art keywords
main body
hole
cutting blade
guide groove
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
JP1984033848U
Other languages
Japanese (ja)
Other versions
JPS60146603U (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 JP3384884U priority Critical patent/JPS60146603U/en
Publication of JPS60146603U publication Critical patent/JPS60146603U/en
Application granted granted Critical
Publication of JPH0236651Y2 publication Critical patent/JPH0236651Y2/ja
Granted legal-status Critical Current

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

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削成装置に関す
る。
[Detailed Description of the Invention] This invention relates to a drilling device that cuts an enlarged hole portion, that is, an undercut, having a diameter larger than the diameter of the drill hole, at a proper location on the hole wall of a pre-drilled hole.

固化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 installing an anchor bolt in solidifying concrete, 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.

しかし従来のコンクリートに対する穿孔具、即
ち、ハンマードリル等の通常の穿孔具を使用して
は上記するようなドリル孔に対する拡径孔部の削
成は期待出来ない。
However, using a conventional concrete drilling tool, that is, a normal drilling tool such as a hammer drill, it cannot be expected to form an enlarged diameter hole in the drill hole as described above.

そこでこの考案と同一出願人によつて、本体
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軸芯共通
に挿着し、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 proposed a wedge center which was inserted into the main body at a common axis so that it could rotate together with the main body and be movable relative to the main body under the force of a spring in the axial direction. 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, and cuts a 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、この状態で装
置を回転させて、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に位置していた切刃が、本体
の動きによつてウエツジセンタの張出顎に沿つて
外方に張出すように移動しながら孔壁を切削し、
終には張出顎最大張出点に達して該張出顎より外
に大きく突出して孔壁に拡径孔部を削成するもの
で、この後に本体に対する加圧力を抜くと、ばね
の作用によつて切刃は前記の動きとは逆順を踏ま
えてウエツジセンタの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 section at the bottom of a pre-drilled blind end hole, place the lower end of the wedge center inserted into the hole against the bottom of the hole, rotate the device in this state, and press the main body against the spring. When pushed into the hole against the resistance, the cutting blade, which had been located at the base of the overhanging jaw of the wedge center, will extend outward along the overhanging jaw of the wedge center due to the movement of the main body. Cut the hole wall while moving like this,
Eventually, the overhanging jaw reaches its maximum extension point and protrudes outward from the overhanging jaw, creating an enlarged diameter hole in the hole wall.After this, when the pressing force on the main body is released, the spring action After the cutting blade returns to its normal position at the base of the protruding jaw of the wedge center in the reverse order of the movement described above, the device is withdrawn from the hole.

ところが上記構成の拡径部削成装置では、孔か
ら作業後に装置を引抜くには、切刃を孔内の切削
作業位置で一旦常態位置に復帰させてからでない
と、引抜きは出来ないもので、盲端孔内底部に拡
径部を削成するような場合は、孔壁切削によつて
生じる切粉が孔底部に排除されないままに残留
し、これに切刃が埋まつた状態になつて拡径切削
を終えてから切刃が張出顎上を動いて常態位置、
つまり張出顎基部に戻るのを邪魔して切刃の復帰
動を悪化させ、拡径部削成後に装置の孔からの引
抜きを困難にすることがある。
However, with the enlarged diameter section cutting device having the above configuration, in order to pull out the device from the hole after work, the cutting blade must first return to its normal position at the cutting work position in the hole before it can be pulled out. When cutting an enlarged diameter section at the bottom of a blind end hole, chips generated by cutting the hole wall remain at the bottom of the hole without being removed, and the cutting edge becomes buried in this. After completing diameter expansion cutting, the cutting blade moves over the protruding jaw and returns to its normal position.
In other words, it may impede the return of the cutting blade to the base of the overhanging jaw, worsening the return movement of the cutting blade, and making it difficult to pull out the device from the hole after cutting the enlarged diameter portion.

この考案は上記の点に鑑が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対して拡径孔部を削成後
に、切刃を張出顎から自動的に開放して自由にす
ると共に、常態位置に復帰させて装置の孔内から
の引抜きを容易にし、作業性を向上した拡径部削
成装置を提供しようとするものである。
This idea was developed in consideration of the above points, and after drilling an enlarged diameter hole on the wall of a drilled hole that has been drilled in advance in a material to be drilled, such as concrete, the cutting blade is extended. It is an object of the present invention to provide an enlarged diameter section cutting device which is automatically released from the jaws and freed, and which returns to the normal position to facilitate the removal of the device from the hole, 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。
Embodiments of this invention will be described in detail below with reference to the drawings.

図に於いて、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の下端部は偏平状にして本
体側から漸次外向けに傾斜して張出す張出顎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4に設けたガイド溝9に係
合して張出顎上を移動するようにしており、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に沿つて移動
し、張出顎4よりも外方に突出するようにしたも
のである。
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 of the wedge center 3 is flattened to form an overhanging jaw 4 that gradually inclines outward from the main body side. Reference numeral 5 denotes a hollow portion provided in the main body 1 with its lower end open, and the wedge center 3 is inserted into the hollow portion 5 with a compression spring 6 interposed therebetween so as to have a common axis. 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 The cutting blade 8 engages with a guide groove 9 provided in the overhanging jaw 4 to move on the overhanging jaw, and the cutting blade 8 is normally located at the base of the overhanging jaw of the wedge center 3. Due to the relative movement of the wedge center 3 in the axial direction, the wedge center 3 is pulled into the main body hollow part 5 against the spring 6, so that the wedge center 3 moves along the overhanging jaw 4, and the overhanging jaw 4 It is designed to protrude outward.

上記構成に於いて、この考案は、切刃8が係合
するガイド溝9の基部と先端部とに、回転方向に
向けて切刃8を開放可能に切欠部10を形成し、
又、本体1と、該本体1に対するウエツジセンタ
3の挿入基部との間には、切刃8をガイド溝9に
沿わせて移動させる軸芯方向への動き、切欠部1
0を介してガイド溝9に対して切刃8を出入りさ
せる回転方向への動き、並びに切刃8が張出顎4
より開放された状態で軸芯方向への動きを規制す
る規制手段11を設けることを特徴とする。
In the above configuration, this invention forms a notch 10 at the base and tip of the guide groove 9 with which the cutting blade 8 engages, so that the cutting blade 8 can be opened in the rotation direction,
Further, between the main body 1 and the insertion base of the wedge center 3 into the main body 1, there is a notch 1 that moves the cutting blade 8 along the guide groove 9 in the axial direction.
0, the cutting blade 8 moves in and out of the guide groove 9 in the rotational direction, and the cutting blade 8
It is characterized by providing a regulating means 11 that regulates movement in the axial direction in a more open state.

本実施例では規制手段11として、ウエツジセ
ンタ3の外周面に設けたキー溝12と、本体1に
固設されていてキー溝12に係合するキー13を
以て構成し、キー溝12は、本体1とウエツジセ
ンタ3との相対的動作で、切刃8がウエツジセン
タ3のガイド溝上にあつて、該ガイド溝9の基部
から先端部の切欠部10の間を動く位置と、この
位置から回転方向に90度偏位し、切刃8がガイド
溝9との係合から開放されて自由な状態にある位
置に対応して、軸芯に平行する軸方向溝部12a
と、この軸方向溝部12aを一連に周方向に結ん
だ周方向溝部12bとより成る。
In this embodiment, the regulating means 11 is composed of a keyway 12 provided on the outer circumferential surface of the wedge center 3 and a key 13 that is fixed to the main body 1 and engages with the keyway 12. Due to the relative movement between the wedge center 3 and the wedge center 3, the cutting blade 8 is placed on the guide groove of the wedge center 3 and moves from the base of the guide groove 9 to the notch 10 at the tip. The axial groove portion 12a parallel to the axis corresponds to the position where the cutting edge 8 is released from engagement with the guide groove 9 and is in a free state.
and a circumferential groove portion 12b that connects the axial groove portions 12a in a series in the circumferential direction.

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
基部に位置していた切刃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し、
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 cutting blade 8, which had been located at the base of the protruding jaw of the wedge center 3, is moved. 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,
As shown in Figure b, the hole wall is cut to form the enlarged diameter hole B until the maximum protrusion point of the protruding jaw 4 is reached.

この間、キー13はキー溝12の軸方向溝部1
2aに沿つた動きをする。切刃8が張出顎4の最
大張出点に到達してそのガイド溝9の先端部に設
けた切欠部位に到達すると同時に、キー13はキ
ー溝12の周方向溝部12bとの結合点に到達し
て、該周方向溝部12bに移行して一瞬ウエツジ
センタ3の回転が停止し、本体1のみの回転で切
刃8は切欠部10からガイド溝9の外に抜出して
図cに示す如く自由な状態になる。この時、切刃
8はこれが取付けられた板片7の弾性によつて、
軸芯側に戻され、本体1のみの回転、つまりウエ
ツジセンタ3に対して本体1が90度を回転した次
の瞬間には再びキー13はキー溝12の軸方向溝
部12aとの結合点に到達してここで本体1を押
圧する力が抜かれていると、図dに示す如く、ば
ね6の付勢力が働いてキー13はキー溝12の軸
方向溝部12aに移行してガイド溝9の基部に対
応する位置まで戻り、ここでもキー13がキー溝
12の周方向溝部12bとの結合点に到達して当
該周方向溝部12bに移行し、本体1の回転で図
eに示す如く、張出顎4の基部に於いて切刃8は
切欠部10よりガイド溝9の中に戻される。
During this time, the key 13 is inserted into the axial groove 1 of the keyway 12.
Move along 2a. At the same time as the cutting blade 8 reaches the maximum protrusion point of the protruding jaw 4 and reaches the notch provided at the tip of the guide groove 9, the key 13 reaches the connection point with the circumferential groove 12b of the key groove 12. When it reaches the circumferential groove 12b, the rotation of the wedge center 3 stops for a moment, and with only the rotation of the main body 1, the cutting blade 8 is pulled out of the guide groove 9 from the notch 10 and is free as shown in Figure c. It becomes a state. At this time, the cutting blade 8 is caused by the elasticity of the plate 7 to which it is attached.
At the next moment when the key 13 is returned to the axis side and only the main body 1 rotates, that is, the main body 1 rotates 90 degrees with respect to the wedge center 3, the key 13 reaches the connection point with the axial groove 12a of the keyway 12 again. At this point, when the force pressing the main body 1 is released, the biasing force of the spring 6 acts, and the key 13 moves to the axial groove portion 12a of the key groove 12, and the key 13 moves to the base of the guide groove 9. , the key 13 reaches the connection point with the circumferential groove 12b of the keyway 12 and moves to the circumferential groove 12b, and as the main body 1 rotates, the key 13 is extended as shown in Figure e. At the base of the jaw 4, the cutting edge 8 is returned into the guide groove 9 through the notch 10.

即ち、この考案では孔内に於いて、拡径孔部削
成を終了した時点で切刃8は作業開始前の常態位
置に自動的に復帰するもので、こうして装置はそ
のままに孔から引抜くことが出来るものである。
That is, in this invention, the cutting blade 8 automatically returns to the normal position before starting work when the cutting of the expanded diameter hole is completed in the hole, and in this way, the device can be pulled out of the hole as it is. It is something that can be done.

以上説明したように、この考案の孔壁拡径装置
によれば、コンクート等にアンカーボルトを植設
するような場合、予めコンクリート面に穿孔され
た孔に対して簡単に孔壁に拡径部を削成できて、
アンカーボルトの植設時の引抜き強度を格段に向
上し得るものであり、又孔内に於いて拡径孔部の
削成後は、その切刃が自動的に張出顎との係合か
ら開放されて一旦は自由な状態になつて萎み、作
業開始前の常態位置に復帰させられるものである
から、拡径部削成後に孔内に切粉が残留していて
も、これが邪魔して切刃の動きを阻害することが
なく、切刃の復帰動は瞬間的に行われ、而も作業
開始から作業終了まで間、装置の動きは自動制御
されるから作業者の勘に頼るといつたことが一切
なく、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, when installing anchor bolts in concrete, etc., it is easy to easily attach the diameter enlarged part to the hole wall for the hole previously drilled in the concrete surface. I was able to remove the
It can significantly improve the pull-out strength when installing anchor bolts, and after cutting the enlarged diameter hole inside the hole, the cutting edge automatically prevents the engagement with the overhanging jaw. Once opened, it becomes free and deflates, then returns to its normal position before the start of work, so even if chips remain in the hole after cutting the enlarged diameter part, they will not get in the way. This does not impede the movement of the cutting blade, the return movement of the cutting blade is instantaneous, and the movement of the device is automatically controlled from the start of the work to the end of the work, so there is no need to rely on the operator's intuition. There is no problem at all, and workability can be improved.

【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図は第1図A−A線に於ける断面
図、第3図a,b,c,d,e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……弾性刃板、8……切刃、9……ガ
イド溝、10……切欠部、11……規制手段、1
2……キー溝、13……キー。
Fig. 1 is a partially cutaway front view showing an embodiment of this invention, Fig. 2 is a sectional view taken along the line A-A in Fig. 1, and Figs. 3 a, b, c, d, and e are It is an operation explanatory diagram. DESCRIPTION OF SYMBOLS 1...Main body, 2...Shank, 3...Wedge center, 4...Protruding jaw, 5...Hollow part, 6...Compression spring, 7...Elastic blade plate, 8...Cutting blade, 9... Guide groove, 10... Notch, 11... Regulating means, 1
2...Keyway, 13...Key.

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設けた張出顎に沿つて移
動させて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拡径孔部削成
装置に於いて、前記ウエツジセンタの張出顎部
を偏平状に形成すると共に、張出顎に切刃のガ
イド溝を設け、該ガイド溝の基部、並びに先端
部に回転方向に向けて切刃を開放可能に切欠部
を形成し、本体とウエツジセンタの摺動周面
に、切刃をガイド溝に沿わせて移動させる軸芯
方向への動き、ガイド溝の切欠部を介してガイ
ド溝に切刃を出入りさせる回転方向への動き、
並びに切刃の復帰で軸芯方向への動きを規制す
る規制手段を設けたことを特徴とする拡径孔部
削成装置。 (2) 前記規制手段は、本体とウエツジセンタの摺
動周面にキーと、キー溝とで構成したことを特
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. In a diameter expanding hole cutting device that moves a blade along an overhanging jaw provided at the tip of a wedge center so that it protrudes outward from the overhanging jaw, and inserts it into a pre-drilled hole to cut the hole wall. , the overhanging jaw of the wedge center is formed into a flat shape, and a guide groove for the cutting blade is provided in the overhanging jaw, and a notch is provided at the base and tip of the guide groove so that the cutting blade can be opened in the rotation direction. On the sliding peripheral surface of the main body and wedge center, movement in the axial direction to move the cutting blade along the guide groove, and rotation to move the cutting blade in and out of the guide groove through the notch of the guide groove. movement in the direction,
Furthermore, a diameter expansion hole cutting device is provided, which is provided with a regulating means for regulating the movement in the axial direction when the cutting blade returns. (2) The diameter enlarged hole cutting device according to claim 1, wherein the regulating means is constituted by a key and a keyway on the sliding peripheral surfaces of the main body and the wedge center.
JP3384884U 1984-03-08 1984-03-08 Diameter expansion hole cutting device Granted JPS60146603U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3384884U JPS60146603U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3384884U JPS60146603U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Publications (2)

Publication Number Publication Date
JPS60146603U JPS60146603U (en) 1985-09-28
JPH0236651Y2 true JPH0236651Y2 (en) 1990-10-04

Family

ID=30536673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3384884U Granted JPS60146603U (en) 1984-03-08 1984-03-08 Diameter expansion hole cutting device

Country Status (1)

Country Link
JP (1) JPS60146603U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0314242Y2 (en) * 1986-06-10 1991-03-29
JPH0528012Y2 (en) * 1987-10-12 1993-07-19

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754099A (en) * 1980-07-19 1982-03-31 Fischer Artur

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754099A (en) * 1980-07-19 1982-03-31 Fischer Artur

Also Published As

Publication number Publication date
JPS60146603U (en) 1985-09-28

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