JPH0668235B2 - Bit for drilling soft rock - Google Patents
Bit for drilling soft rockInfo
- Publication number
- JPH0668235B2 JPH0668235B2 JP1257770A JP25777089A JPH0668235B2 JP H0668235 B2 JPH0668235 B2 JP H0668235B2 JP 1257770 A JP1257770 A JP 1257770A JP 25777089 A JP25777089 A JP 25777089A JP H0668235 B2 JPH0668235 B2 JP H0668235B2
- Authority
- JP
- Japan
- Prior art keywords
- bit
- head
- joint
- bit head
- outer diameter
- 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 - Fee Related
Links
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Earth Drilling (AREA)
Description
本発明は、削岩機により火薬装填孔、ロックボルト孔、
アンカーボルト孔等を軟岩に穿孔するとき、その削岩機
に装着使用する軟岩穿孔用ビットに関する。The present invention is based on a rock drilling machine, a powder charging hole, a rock bolt hole,
The present invention relates to a bit for drilling soft rock, which is attached to a rock drilling machine when drilling anchor bolt holes and the like in soft rock.
従来、削岩機のビットは、第5図に示すようにその軸線
方向長さ全長に対し頭部1が比較的長く、それに続く胴
部2及び継手部3へと順次径細になっているもので、岩
石の種類への対応はチップの形状によっているのが普通
である。 すなわち、これを軟岩に穿孔するのに使用する軟岩穿孔
用ビットについてみると、堅い岩石に使用するものに比
べてチップの刃先のくさび角を小さくするとともに曲車
の曲率半径を大きくするといった具合である。Conventionally, as shown in FIG. 5, a bit of a rock drill has a head 1 that is relatively long with respect to the entire length in the axial direction, and a body portion 2 and a joint portion 3 that follow the head portion 1 are gradually reduced in diameter. However, the correspondence to the type of rock usually depends on the shape of the chip. That is, looking at the soft rock drilling bit used for drilling this into soft rock, the wedge angle of the tip of the tip is made smaller and the radius of curvature of the bending wheel is made larger than that used for hard rock. is there.
しかし、軟岩に対して上記のようなチップの形状だけで
対応していても、頭部1が比較的長いこと等が相俟ち穿
孔中その頭部1の外周にくり粉が密着し、そのために当
該ビットの回転抵抗が増大し穿孔できなくなる、いわゆ
るジャミング現象を防止できないとともに、穿孔後の孔
壁が崩壊するのを防止できない等の問題を生じる。 本発明の目的は、ビットの全体形状を工夫することによ
って、特に軟岩穿孔においてよく発生する上記問題を解
決することにある。However, even if only the shape of the tip as described above is applied to soft rock, the head 1 is relatively long, and due to this, the boring powder adheres to the outer periphery of the head 1 during drilling, In addition, there is a problem in that the so-called jamming phenomenon, in which the rotation resistance of the bit is increased to prevent perforation, cannot be prevented, and the hole wall after perforation cannot be collapsed. An object of the present invention is to solve the above-mentioned problems that often occur particularly in soft rock drilling by devising the overall shape of the bit.
本発明ビットは、ビット頭部aと胴部bと継手部cとか
らなり、その軸線方向長さは従来公知のビットと同じで
ある。 ビット頭部aは、前端面からチップ4の埋め込み底部付
近までの比較的短い長さを有するものであり、かつその
外周に比較的深くかつ幅広の頭部凹処5を有する。 胴部bはその外周面を上記ビット頭部aに比べて径細に
している。 継手部cは、その軸線方向長さをビット頭部aのそれよ
り短くするとともに、外径を、ビット頭部aの外径より
小さくするが胴部bの外径よりは大きくし、その外周面
には、比較的浅く幅広の継手部凹処9とランド部10とを
交互に形成している。The bit of the present invention comprises a bit head portion a, a body portion b, and a joint portion c, and its axial length is the same as that of a conventionally known bit. The bit head a has a relatively short length from the front end face to the vicinity of the embedded bottom portion of the chip 4, and has a relatively deep and wide head recess 5 on the outer periphery thereof. The outer peripheral surface of the body portion b has a diameter smaller than that of the bit head portion a. The joint portion c has an axial length shorter than that of the bit head a, and an outer diameter smaller than the outer diameter of the bit head a but larger than the outer diameter of the body portion b, and its outer circumference. On the surface, relatively shallow and wide joint recesses 9 and lands 10 are alternately formed.
穿孔にともない発生するくり粉とこれを孔外に排出する
ための圧力流体との混合流動物を、頭部凹処に容易に取
り込み、ビット頭部の外周面に回り込ませないので、そ
れが外周面に密着して回転抵抗を増大するおそれがな
い。 胴部における、上記混合流動物の継手部方向への流動に
対する抵抗が少なく、したがってその流動を円滑に行わ
せる。 さらに、ビット自体の回転に伴うランド部の作用により
上記混合流動物を孔壁に塗り込める。 継手部凹処は、孔壁に塗り込められなかった余分の混合
流動物を後方に向け円滑に流動排出させる。The mixed fluid of boring powder generated by drilling and the pressure fluid for discharging it to the outside of the hole is easily taken into the recess of the head and does not wrap around to the outer peripheral surface of the bit head. There is no risk of contacting the surface and increasing the rotational resistance. There is little resistance to the flow of the mixed fluid in the body portion toward the joint portion, and therefore the flow is smoothly performed. Furthermore, the mixed fluid can be applied to the hole wall by the action of the land portion accompanying the rotation of the bit itself. The joint recess allows the excess mixed fluid that could not be applied to the wall of the hole to flow backward smoothly.
以下図示の実施例について詳しく述べる。 本発明ビットAは、前端面にチップ4を正面十字形にし
て埋め込んだビット頭部aと、胴部b及び継手部cから
なり、その軸線方向の全長は第5図に図示の従来公知の
ビットの全長と同じにしてある。 ビット頭部aは、その外径を上記公知のビットの頭部1
の外径と同じにしているが、軸線方向長さについてはチ
ップ4の埋め込み底部付近までにして公知のビットの頭
部1にくらべて短くしてある。 また、ビット頭部aは、正面十字形に配置した上記チッ
プ4の各間に、公知のビットの頭部1が有する頭部凹処
1′に比し深くかつ幅広の頭部凹処5を形成している。 すなわち、ビット頭部aは、チップ蝋付け部分をそれが
所要の強度を保持するのに必要な最小肉厚にして、頭部
凹処5をなるべく深くかつ幅広に形成している。 胴部bは、その内面に形成され、削岩機(図示していな
い)のロッドdの先端外周に螺合する螺条6が、所要の
強度を保持するのに必要な最小肉厚を残して、その外周
面を上記ビット頭部aに比べて径細にし、かつビット頭
部aとの間を所要の曲率を持たせた境界部分7によって
連続させている。 継手部cは、外径を、ビット頭部aの外径よりやや小さ
くするが胴部bの外径よりはやや大きくし、該胴部bと
の間を所要の曲率を持たせた境界部8によって連続させ
ているとともに、その外周面には、比較的浅いが幅広の
継手部凹処9をランド部10と交互に形成している。 また、この継手部cの軸線方向長さはビット頭部aの長
さより若干短く設定されている。 上記構成のビットAは、削岩機(図示していない)のロ
ッドdの先端に螺条6によって螺合固定され、慣行の方
法にしたがい、所定の圧力流体(水、空気、発泡剤等混
入液体、あるいはこれらの2以上の混合体)を、ビット
頭部aの透孔11から噴出させながら回転せしめられて穿
孔に供される。 このビットAは、従来のものに比しビット頭部aが軸線
方向に短いとともに頭部凹処5が深くかつ幅広になって
いるので、穿孔にともない発生するくり粉を上記圧力流
体に混入して混合流動物は、その頭部凹処5に容易に取
り込まれ、ビット頭部aの外周面に回り込むようなこと
がなく、したがって、それが該外周面に密着して回転抵
抗を増大するおそれがない。 また、胴部bが径細になっているので、上記混合流動物
の継手部c方向への流動に対する抵抗が少なく、したが
ってその流動は円滑に行われるものである。 さらに、継手部cは、その径を胴部bの外径よりやや大
きくしているために、この部分で、上記混合流動物はそ
の流動速度を緩めるが、このこととビットA自体の回転
に伴うランド部10の作用により該混合流動物が孔壁12に
塗り込められ、これによって孔壁12が保護安定せしめら
れ、孔壁の崩壊を防止する。 継手部cは、その外径が、胴部bの外径より大きいとは
いえビット頭部aよりは小さく、また軸線方向長さも該
ビット頭部aより短いとともに、その外周面に比較的浅
いが幅広の継手部凹処9を形成していることによって、
上記混合流動物を孔壁12に塗り込むことによる回転抵抗
の増大は避けられる。 さらに、上記継手部凹処9は、孔壁12に塗り込められな
かった余分の混合流動物を後方に向けて円滑に流動させ
るものである。The illustrated embodiment will be described in detail below. The bit A of the present invention comprises a bit head a in which the tip 4 is embedded in the front end surface in a front cross shape, a body part b and a joint part c, and the overall length in the axial direction thereof is shown in FIG. It is the same as the total length of the bit. The outer diameter of the bit head a is the above-described known head 1 of the bit.
The outer diameter of the bit is the same as the outer diameter of the bit, but the length in the axial direction is shorter up to the vicinity of the embedded bottom portion of the tip 4 as compared with the known head 1 of the bit. In addition, the bit head a has deeper and wider head recesses 5 between the chips 4 arranged in a front cross shape as compared with the head recess 1'of the known bit head 1. Is forming. That is, the bit head portion a has the head recessed portion 5 formed as deep and wide as possible with the tip brazing portion having a minimum wall thickness necessary for maintaining the required strength. The body b is formed on the inner surface thereof, and the thread 6 threadedly engaged with the outer periphery of the tip of the rod d of the rock drill (not shown) leaves the minimum wall thickness necessary to maintain the required strength. The outer peripheral surface is made smaller in diameter than the bit head a and is continuous with the bit head a by a boundary portion 7 having a required curvature. The joint portion c has an outer diameter slightly smaller than the outer diameter of the bit head portion a, but slightly larger than the outer diameter of the body portion b, and a boundary portion with the body portion b having a required curvature. 8 are continuous with each other, and relatively shallow but wide joint recesses 9 are formed alternately with lands 10 on the outer peripheral surface thereof. The axial length of the joint portion c is set to be slightly shorter than the length of the bit head portion a. The bit A having the above structure is screwed and fixed to the tip of a rod d of a rock drilling machine (not shown) by a thread 6, and is mixed with a predetermined pressure fluid (water, air, foaming agent, etc.) according to a conventional method. A liquid, or a mixture of two or more of these, is spouted from the through hole 11 of the bit head a and rotated to be used for perforation. In this bit A, the bit head a is shorter in the axial direction and the head recess 5 is deeper and wider than the conventional one. Therefore, the chipping generated by the perforation is mixed in the pressure fluid. As a result, the mixed fluid is easily taken into the head recess portion 5 and does not go around the outer peripheral surface of the bit head a, so that it may adhere to the outer peripheral surface and increase the rotation resistance. There is no. Further, since the body portion b has a small diameter, there is little resistance to the flow of the mixed fluid in the direction of the joint portion c, and therefore the flow is smoothly performed. Further, since the diameter of the joint portion c is made slightly larger than the outer diameter of the body portion b, the flow velocity of the mixed fluid slows down at this portion. Due to the action of the land portion 10, the mixed fluid is applied to the hole wall 12, whereby the hole wall 12 is protected and stabilized, and the hole wall is prevented from collapsing. The outer diameter of the joint portion c is smaller than that of the bit head portion a even though it is larger than that of the body portion b, and the axial length thereof is shorter than that of the bit head portion a, and the outer peripheral surface thereof is relatively shallow. By forming a wide joint recess 9,
It is possible to avoid an increase in rotation resistance caused by coating the mixed fluid on the hole wall 12. Further, the joint recess 9 allows the excess mixed fluid that could not be applied to the hole wall 12 to smoothly flow rearward.
以上述べたところから明らかなように、本発明ビット
は、削岩機のロッドの先端に螺合固定され、慣行の方法
にしたがって、所定の圧力流体を噴出させながら回転せ
しめられて穿孔するものであり、次の効果を奏する。 従来のものに比しビット頭部が軸線方向に短いとと
もに頭部凹処が深くかつ幅広になっているので、穿孔に
ともない発生するくり粉を上記圧力流体に混入してなる
混合流動物は、その頭部凹処に容易に取り込まれてビッ
ト頭部の外周面に回り込むようなことがなく、したがっ
て、それがビット頭部の外周面に密着して回転抵抗を増
大するようなおそれがない。 胴部が径細になっているので、上記混合流動物の継
手部方向への流動に対する抵抗が少なく、したがって、
その流動は円滑に行われる。 継手部が、その外径を胴部の外径より大きくしてい
るために、この部分で、上記混合流動物はその流動速度
を緩めるが、このこととビット自体の回転に伴うランド
部の作用により該混合流動物を孔壁に塗り込め、それに
よって孔壁を保護安定させ、穿孔の崩壊を防止するのに
寄与する。 継手部の外径が、胴部の外径より大きいがビット頭
部の外径よりは小さく、また軸線方向長さもビット頭部
より短いとともに、その外周面に比較的浅いが幅広の継
手部凹処を形成していることによって、上記混合流動物
を孔壁に塗り込むことによる回転抵抗の増大は確実に避
けられる。 継手部凹処は、孔壁に塗り込められなかった余分の
混合流動物を後方に向けて円滑に流動排出させる。As is clear from the above description, the bit of the present invention is screwed and fixed to the tip of the rod of a rock drill, and is rotated and pierced while ejecting a predetermined pressure fluid according to a conventional method. Yes, it has the following effects. Since the bit head is shorter in the axial direction and the head recess is deeper and wider than the conventional one, the mixed fluid formed by mixing the dust powder generated with perforation into the pressure fluid is: There is no possibility that it is easily taken into the recess of the head portion and wraps around the outer peripheral surface of the bit head portion, so there is no fear that it will stick to the outer peripheral surface of the bit head portion and increase the rotational resistance. Since the body is thin, there is little resistance to the flow of the mixed fluid in the joint direction, and therefore,
The flow is smooth. Since the outer diameter of the joint portion is larger than that of the body portion, the mixed fluid slows down its flow velocity at this portion, and this and the action of the land portion due to the rotation of the bit itself. The mixed fluid is applied to the pore walls, thereby protecting and stabilizing the pore walls and contributing to preventing collapse of the perforations. The outer diameter of the joint is larger than the outer diameter of the body but smaller than the outer diameter of the bit head, the axial length is also shorter than the bit head, and the outer peripheral surface of the joint is relatively shallow but wide. By forming the process, it is possible to surely avoid an increase in rotation resistance due to coating the mixed fluid on the hole wall. The joint recess allows the excess mixed fluid that could not be applied to the hole wall to be smoothly discharged backward.
図面は本発明の実施例を示すもので、第1図は一部縦断
側面図、第2図は正面図、第3図は背面図、第4図は使
用状態の側面図、第5図は従来公知のビットの側面図で
ある。 a……ビット頭部、b……胴部、c……継手部、4……
チップ、9……継手部凹処、10……ランド部。The drawings show an embodiment of the present invention. FIG. 1 is a partially longitudinal side view, FIG. 2 is a front view, FIG. 3 is a rear view, FIG. 4 is a side view in use, and FIG. It is a side view of a conventionally known bit. a ... bit head, b ... body, c ... joint, 4 ...
Tip, 9 ... Recessed part of joint, 10 ... Land part.
Claims (1)
ビット頭部は、前端面からチップの埋め込み底部付近ま
でと比較的短く、その外周に比較的深くかつ幅広の頭部
凹処を有し、胴部はその外周面をビット頭部に比べて径
細にし、継手部は、その軸線方向長さをビット頭部のそ
れより短くするとともに、外径を、ビット頭部の外径よ
り小さくするが胴部の外径よりは大きくし、その外周面
には、比較的浅く幅広の継手部凹処とランド部とを交互
に形成してなることを特徴とする軟岩穿孔用ビット。1. A bit head portion, a body portion and a joint portion,
The bit head is relatively short from the front end surface to the vicinity of the embedded bottom of the chip, and has a relatively deep and wide head recess on the outer periphery. The joint part has a smaller axial length than that of the bit head part, and an outer diameter smaller than that of the bit head part but larger than that of the body part. The bit for soft rock drilling is characterized in that a relatively shallow and wide joint recess and land are alternately formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1257770A JPH0668235B2 (en) | 1989-10-04 | 1989-10-04 | Bit for drilling soft rock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1257770A JPH0668235B2 (en) | 1989-10-04 | 1989-10-04 | Bit for drilling soft rock |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03122395A JPH03122395A (en) | 1991-05-24 |
| JPH0668235B2 true JPH0668235B2 (en) | 1994-08-31 |
Family
ID=17310859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1257770A Expired - Fee Related JPH0668235B2 (en) | 1989-10-04 | 1989-10-04 | Bit for drilling soft rock |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0668235B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE0702638L (en) * | 2007-11-21 | 2008-07-29 | Sandvik Intellectual Property | Percussion drill bit for rock drilling and a method for manufacturing such a drill bit |
| JP6842144B1 (en) * | 2020-11-20 | 2021-03-17 | 株式会社ジオテック | Drilling bit and ground drilling method |
-
1989
- 1989-10-04 JP JP1257770A patent/JPH0668235B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03122395A (en) | 1991-05-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080831 Year of fee payment: 14 |
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| FPAY | Renewal fee payment (event date is renewal date of database) |
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| LAPS | Cancellation because of no payment of annual fees |