JPH0411766Y2 - - Google Patents

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Publication number
JPH0411766Y2
JPH0411766Y2 JP1989027066U JP2706689U JPH0411766Y2 JP H0411766 Y2 JPH0411766 Y2 JP H0411766Y2 JP 1989027066 U JP1989027066 U JP 1989027066U JP 2706689 U JP2706689 U JP 2706689U JP H0411766 Y2 JPH0411766 Y2 JP H0411766Y2
Authority
JP
Japan
Prior art keywords
hole
main body
wedge center
cutting
stop ring
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
JP1989027066U
Other languages
Japanese (ja)
Other versions
JPH01161004U (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 JP1989027066U priority Critical patent/JPH0411766Y2/ja
Publication of JPH01161004U publication Critical patent/JPH01161004U/ja
Application granted granted Critical
Publication of JPH0411766Y2 publication Critical patent/JPH0411766Y2/ja
Expired legal-status Critical Current

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  • Drilling And Boring (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拡径孔部削成装置
に関する。
[Detailed Description of the Invention] This invention relates to an enlarged-diameter hole cutting device for cutting an enlarged-diameter hole portion having a diameter larger than the diameter of the drill hole, that is, an undercut, 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 cylinder 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
孔壁を削つ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 an enlarged diameter hole is formed in advance by carving the hole wall within the hole, the pull-out strength of the anchor bolt 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
てのドリル孔は各部同一径のものであり、上記す
るような拡径部の削成は期待出来ない。
However, conventional drilling tools for concrete,
That is, a hole drilled using a normal drilling tool such as a hammer drill has the same diameter at each part, and it is not possible to drill the enlarged diameter part as described above.

この考案は上記の点に鑑みなされたものであつ
て、固化せる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に対して任意の孔壁位置に
拡径孔部を簡単に削成可能にした便利な拡径孔部
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 it is possible to easily drill an enlarged diameter hole at any hole wall position in a pre-drilled hole in a solidified material such as concrete. It is an object of the present invention to provide a convenient diameter expanding hole drilling device.

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.

第1図、並びに第2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
この本体1に下端を開口して設けた中空部、4は
この中空部3に圧縮ばね5を介装して挿着したウ
エツジセンタで、このウエツジセンタ4の下端に
本体側から漸次外向けに傾斜して張出させた張出
顎6を形成している。7は本体外周に緩挿したス
トツプリングで、このストツプリング7を本体中
空部壁に軸心方向に向けて設けた長孔8を介して
本体内のウエツジセンタ上部とをロツトピン9に
よつて連結する。10は本体下部に、本体1の削
成加工で対向して形成した適宜の弾力を有する一
対の板片で、その下端に切刃11を設け、この切
刃11をウエツジセンタ4の張出顎6に設けた傾
斜ガイド溝12に係合させて下向きの移動で本体
外向けに張出し可能にしている。
In Fig. 1 and Fig. 2, 1 is a main body having a shank 2 connected to a drive shaft at the upper end, 3 is a hollow part provided in the main body 1 with its lower end opened, and 4 is compressed into this hollow part 3. A wedge center 4 is inserted with a spring 5 interposed therebetween, and a protruding jaw 6 is formed at the lower end of the wedge center 4 so as to gradually incline and protrude outward from the main body side. Reference numeral 7 denotes a stop ring loosely inserted around the outer periphery of the main body, and this stop ring 7 is connected to the upper part of the wedge center inside the main body by a rod pin 9 through an elongated hole 8 provided in the wall of the hollow part of the main body in the axial direction. Reference numeral 10 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.A cutting blade 11 is provided at the lower end of the plate piece 10. It is made to engage with an inclined guide groove 12 provided in and can be extended outward from the main body by moving downward.

然して、切刃11は常態ではウエツジセンタ4
の張出顎基部に位置しており、ウエツジセンタ4
がばね5に抗して本体中空部3内に引き込まれる
方向への動きで切刃11は張出顎上を移動して張
出顎外方に突出するものである。
However, the cutting edge 11 is normally located at the wedge center 4.
It is located at the base of the overhanging jaw, and the wedge center 4
As the cutting blade 11 moves in the direction of being drawn into the main body hollow portion 3 against the spring 5, the cutting blade 11 moves on the overhanging jaw and projects outward from the overhanging jaw.

次に上記構成からなるこの考案の装置の使用態
様を図面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 configuration will be explained with reference to the drawings.

(1) 第3図a,b,cは予め穿孔した盲端孔Aの
底部に拡径部を削成する場合である。
(1) Figures 3a, b, and c show the case where an enlarged diameter portion is cut at the bottom of a blind end hole A that has been previously drilled.

図aに示す如く、孔A内に挿入したウエツジ
センタ4の下端を孔底に当て、この状態から本
体1に回転を与えながらばね5に抗して本体1
を孔中に押し込むように操作すると、それまで
はウエツジセンタ4の張出顎基部に位置してい
た切刃11は張出顎6上に移動して図bに示す
如く、張出顎外方に突出する位置まで孔壁を拡
径切削して拡径孔部Bを削成する。
As shown in Figure a, the lower end of the wedge center 4 inserted into the hole A is brought into contact with the bottom of the hole, and from this state the main body 1 is rotated against the spring 5.
When the wedge is pushed into the hole, the cutting blade 11, which had been located at the base of the overhanging jaw of the wedge center 4, moves onto the overhanging jaw 6 and moves outward from the overhanging jaw, as shown in Figure b. The enlarged diameter hole portion B is formed by cutting the hole wall to enlarge the diameter to the protruding position.

この後、本体1を孔中に押し込む力を抜く
と、図cに示す如く、切刃11はばね5と板片
10の弾力によつて自然に張出顎基部の常態位
置に戻り、そのままに孔Aから引き抜かれる。
After this, when the force pushing the main body 1 into the hole is released, the cutting blade 11 naturally returns to its normal position at the base of the overhanging jaw due to the elasticity of the spring 5 and the plate piece 10, as shown in Figure c, and remains as it is. It is pulled out through hole A.

尚、上記の孔底部に対する拡径孔部Bの削成
は、孔深さがウエツジセンタ先端を孔底に当た
つた状態で孔開口面からストツプリング7まで
の距離が、切刃11の張出顎上における移動距
離より大きい場合に実施できる。
In addition, when cutting the enlarged diameter hole B at the bottom of the hole described above, the hole depth is such that the distance from the hole opening surface to the stop ring 7 is equal to the overhanging jaw of the cutting blade 11 with the wedge center tip touching the hole bottom. This can be carried out if the movement distance is greater than the above movement distance.

(2) 第4図a,b,cは予め穿孔した深孔c中間
部に対して拡径孔部を削成する場合である。
(2) Figures 4a, b, and c show the case where an enlarged diameter hole is cut in the middle part of a deep hole c that has been previously drilled.

図aに示す如く、孔A内に本体下部を挿入し
てストツプリング7を孔開口面に当接させた状
態の下に行う。
As shown in Figure a, the lower part of the main body is inserted into the hole A and the stop ring 7 is brought into contact with the opening surface of the hole.

然して、孔内に挿入したウエツジセンタ4は
孔中に浮いた状態にあり、この状態から本体1
に回転を与えながらばね5に抗して本体1、つ
まりストツプリング7を孔開口面に押さえ付け
るように操作すると、ウエツジセンタ4の張出
顎基部に位置していた切刃11は本体1の動き
によつてウエツジセンタ4の張出顎6上を移動
して図bに示す如く、張出顎外方に突出する位
置まで孔壁を拡径切削し、拡径孔部Bを削成す
る。
However, the wedge center 4 inserted into the hole is in a floating state in the hole, and from this state the main body 1
When the body 1, that is, the stop ring 7, is pressed against the hole opening surface against the spring 5 while being rotated, the cutting blade 11 located at the base of the protruding jaw of the wedge center 4 is moved by the movement of the body 1. Therefore, the wedge center 4 is moved over the overhanging jaw 6, and the diameter of the hole wall is expanded to a position where the overhanging jaw protrudes outward, as shown in FIG.

この後、ストツプリング7を孔開口面に押さ
え付ける力を抜くと、図cに示す如く、切刃1
1はばね5と板片10の弾力によつて自然に張
出顎基部の常態位置に戻り、そのままに孔Aか
ら引き抜かれる。
After this, when the force pressing the stop ring 7 against the hole opening surface is released, the cutting edge 1 is removed as shown in Figure c.
1 naturally returns to its normal position at the base of the protruding jaw due to the elasticity of the spring 5 and the plate piece 10, and is pulled out from the hole A as it is.

尚、上記の孔壁中間部に対する拡径孔部Bの
削成は、孔深さには関係なく、ストツプリング
7の下面からウエツジセンタ4の張出顎6まで
の距離の孔壁位置に実施できる。
Incidentally, the above-mentioned cutting of the enlarged diameter hole B in the middle part of the hole wall can be carried out at a hole wall position at a distance from the lower surface of the stop ring 7 to the overhanging jaw 6 of the wedge center 4, regardless of the hole depth.

第5図は第2実施例を示し、ストツプリング
7に対してスペーサ13を脱着可能に構成した
もので、深孔に対する拡径孔部削成作業に当た
つて、必要に応じてストツプリング7と孔開口
面との間に適宜高さのスペーサ13を介入させ
ることによつて拡径孔部削成位置が変更できる
ものである。
FIG. 5 shows a second embodiment, in which a spacer 13 is detachably attached to a stop ring 7, and the stop ring 7 and the hole can be attached to each other as necessary when drilling a deep hole to enlarge the diameter of the hole. By inserting a spacer 13 of an appropriate height between the opening surface and the opening surface, the position at which the enlarged diameter hole is cut can be changed.

尚、同一孔に対して高さの異なる複数のスペ
ーサ13を交換して作業すると、第6図に示す
ように、同一孔cに対して段階上に拡径孔部B
を削成することも可能とする。
Note that when working by replacing a plurality of spacers 13 of different heights for the same hole, as shown in FIG.
It is also possible to delete.

図中14はストツプリング7とスペーサ13
の結合部に介装したボールベアリングで、これ
によつて装置の回転を円滑にして作業性を向上
し得る。
14 in the figure is the stop ring 7 and the spacer 13
A ball bearing is inserted in the connecting part of the machine, which allows for smooth rotation of the device and improves work efficiency.

第7図は第3実施例を示し、本体1の上部外
周において、本体1とストツプリング7との間
に、本体内中空部内のばね圧を増大する方向に
作用するバランス調整ばね15を介装した構成
のもので、被穿孔物の素材性状よりして軟質物
の場合、該調整ばね15によつて本体1に掛か
る重量のバランスを採つて作業を容易にするよ
うにしたものである。
FIG. 7 shows a third embodiment, in which a balance adjustment spring 15 is interposed between the main body 1 and the stop ring 7 on the upper outer periphery of the main body 1, and acts in a direction to increase the spring pressure in the hollow part of the main body. If the object to be drilled is soft due to its material properties, the adjustment spring 15 balances the weight applied to the main body 1 to facilitate the work.

以上説明したように、この考案の拡径孔部削成
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、また孔壁に対して段階状に位置を変更しての
拡径孔部の削成も可能とし、アンカーボルトの引
き抜き強度を格段に増強し得るものである。
As explained above, according to the diameter expansion hole drilling device of this invention, when installing an anchor bolt in concrete, etc., it is possible to easily expand the diameter of the hole drilled into the concrete surface into the hole wall. It is possible to cut the diameter portion, and also to cut the enlarged diameter hole portion by changing the position in steps with respect to the hole wall, thereby significantly increasing the pull-out strength of the anchor bolt.

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

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並びに第4図a,b,cは動作説明
図、第5図は第2実施例を示す一部を欠除した正
面図、第6図は加工孔形断面図、第7図は第3実
施例を示す一部を欠除した正面図である。 1……本体、2……シヤンク、3……中空部、
4……ウエツジセンタ、5……圧縮ばね、6……
張出顎、7……ストツプリング、8……長孔、9
……ピン、10……板片、11……切刃、12…
…ガイド溝、13……スペーサ、14……ボール
ベアリング、15……バランス調整ばね。
Fig. 1 is a partially cutaway front view showing an embodiment of this invention, Fig. 2 is a side view of a portion of the same essential parts, Figs. 3 a, b, c, and 4 a, b, c. is an explanatory diagram of the operation, FIG. 5 is a front view with a part removed showing the second embodiment, FIG. 6 is a cross-sectional view of the machined hole shape, and FIG. 7 is a partially cut-out view showing the third embodiment. It is a front view. 1...Main body, 2...Shank, 3...Hollow part,
4... Wedge center, 5... Compression spring, 6...
Overhanging jaw, 7...Stop spring, 8...Long hole, 9
... Pin, 10 ... Plate piece, 11 ... Cutting blade, 12 ...
...Guide groove, 13...Spacer, 14...Ball bearing, 15...Balance adjustment spring.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 本体に設けた中空部に、本体と同体回転し、且
つ軸心方向にばねの付勢下に移動可能にウエツジ
センタを挿着し、該ウエツジセンタを本体外周に
緩挿したストツプリングに一体結合し、本体下部
に、本体の削成加工により対向して形成した適宜
の弾力を有する一対の板片の下端に切刃を設け、
該切刃をウエツジセンタ下端部に設けた張出顎の
傾斜ガイド溝に係合させ、傾斜ガイド溝に沿つて
の下方への移動で張出顎外方に突出するように構
成したことを特徴とする拡径孔部削成装置。
A wedge center is inserted into a hollow part provided in the main body so that it can rotate together with the main body and can move in the axial direction under the bias of a spring, and the wedge center is integrally connected to a stop ring that is loosely inserted around the outer periphery of the main body. A cutting edge is provided at the lower end of a pair of plate pieces having appropriate elasticity that are formed facing each other by cutting the main body at the lower part,
The cutting edge is configured to engage with an inclined guide groove of an overhanging jaw provided at the lower end of the wedge center, and to project outward from the overhanging jaw by moving downward along the inclined guide groove. Diameter expansion hole cutting device.
JP1989027066U 1989-03-08 1989-03-08 Expired JPH0411766Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989027066U JPH0411766Y2 (en) 1989-03-08 1989-03-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989027066U JPH0411766Y2 (en) 1989-03-08 1989-03-08

Publications (2)

Publication Number Publication Date
JPH01161004U JPH01161004U (en) 1989-11-08
JPH0411766Y2 true JPH0411766Y2 (en) 1992-03-24

Family

ID=31249250

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989027066U Expired JPH0411766Y2 (en) 1989-03-08 1989-03-08

Country Status (1)

Country Link
JP (1) JPH0411766Y2 (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

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
JPH01161004U (en) 1989-11-08

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