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JPH06212872A - Excavation bit - Google Patents

Excavation bit

Info

Publication number
JPH06212872A
JPH06212872A JP2197893A JP2197893A JPH06212872A JP H06212872 A JPH06212872 A JP H06212872A JP 2197893 A JP2197893 A JP 2197893A JP 2197893 A JP2197893 A JP 2197893A JP H06212872 A JPH06212872 A JP H06212872A
Authority
JP
Japan
Prior art keywords
bit
valve
check valve
air
air passage
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.)
Pending
Application number
JP2197893A
Other languages
Japanese (ja)
Inventor
Yasutaka Nakanishi
靖孝 中西
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.)
TOYO KIKAKU KK
Original Assignee
TOYO KIKAKU KK
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 TOYO KIKAKU KK filed Critical TOYO KIKAKU KK
Priority to JP2197893A priority Critical patent/JPH06212872A/en
Publication of JPH06212872A publication Critical patent/JPH06212872A/en
Pending legal-status Critical Current

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Landscapes

  • Earth Drilling (AREA)

Abstract

PURPOSE:To prevent the inflow of gravel, oil, etc., enhance the excavation and boring work efficiency by providing a check valve in the middle part of a blowing air way provided to the inside of a bit body or the inside of an additional part combined with the bit body. CONSTITUTION:A check valve 4 is provided to the upper part of an air way 3 of a bit body 2. At that time, a cylindrical valve body 5 is fitted to a cylindrical body mounted to the inside of an air way 3 in a slidable manner, and a spring 8 for biasing the valve body 5 toward a valve seat is provided to the cylindrical body 6. When a compressed air is supplied to the air way 3, a cylindrical section of the valve body 5 is pushed down, and it is blown out from an injection port 13. When the compressed air is not supplied, the cylindrical section of the valve body 5 is pushed against the valve seat 7 by the biasing force of the spring 8, and the inflow of earth, etc., into a rotary striking device is prevented. According to the constitution, damage in the rotary striking device, performance deterioration and no-operation are prevented, and the work efficiency can be promoted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、アンカー孔・ボーリン
グ孔・発破孔等の地中掘削・岩盤掘削の土木建築工事に
おいて、削岩機・ダウンザホールハンマー・その他の掘
削機械に使用する掘削ビット・穿孔ビット・掘削ドリル
(本明細書中掘削ビットと総称する)に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rock drilling machine, down-the-hole hammer, and other excavating bits for use in earthmoving and rock excavating civil engineering and construction work such as anchor holes, boring holes, and blast holes. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drill bit and a drill (hereinafter collectively referred to as a drill bit).

【0002】[0002]

【従来の技術】従来の掘削ビットは、ビット本体(ホル
ダー)の先端に地中掘削・岩盤穿孔の為の超硬素材のチ
ップ・刃物を設け、又ビット本体内部には圧縮空気を通
過させて先端から空気を吹出すための空気通路を設けて
いる。そして、この掘削ビットは、多くの場合圧縮空気
でもって作動する回転打撃装置に取付けられ、回転打撃
装置により打撃されるとともに、ビット全体が回転させ
られて、先端のチップ・刃物で地中・岩盤を穿孔してい
く。又、掘削ビットの先端に空気通路を通過した空気を
噴出させて、被掘削個所をきれいにするとともに高温と
なる掘削ビットの先端部を冷却する。
2. Description of the Related Art A conventional drill bit has a tip and a tool made of a super hard material for underground drilling and rock drilling at the tip of the bit body (holder), and compressed air is allowed to pass inside the bit body. An air passage is provided for blowing air from the tip. This drill bit is often attached to a rotary hammering device that operates with compressed air, and is struck by the rotary hammering device, and the entire bit is rotated, so that the tip / cutting tool at the tip of the drill bit excavates underground / rock. Perforate. Further, the air that has passed through the air passage is ejected to the tip of the drill bit to clean the portion to be drilled and to cool the tip portion of the drill bit that becomes hot.

【0003】[0003]

【発明が解決しようとする課題】従来の掘削ビットで
は、掘削作業を中断・終了してビット本体内の空気通路
に送られる圧縮空気の供給を停止させると、地中・岩盤
・水中にある掘削ビットの先端の圧縮空気吹出口から小
石・切粉(くりこ)・岩粉・土砂・泥水・油等が掘削ビ
ット内の空気通路内に流入し、更に回転打撃装置の機構
内部まで入り込み、回転打撃装置に損傷を与えたり、作
動を不能にしたり劣化させていた。流入する水分は空気
通路に圧縮空気を送り込めば、外部へ排出して吹き払う
ことが容易であり、又多少残留しても回転打撃機構に大
きく影響することは少ない。しかしながら、砂・泥・粘
土・岩粉・油等が回転打撃機構の内部に流入し残留すれ
ば、回転打撃機構を大きく損傷させ、作動不能に到らし
める。この回転打撃機構の補修は難しく且つ時間のかか
るものであった。又、そのため掘削・穿孔作業が中断
し、作業効率を悪くしていた。
In the conventional excavating bit, when the excavation work is interrupted / finished and the supply of the compressed air sent to the air passage in the bit body is stopped, the excavation in the ground, rock or water is performed. From the compressed air outlet at the tip of the bit, pebbles, chips, rock powder, earth and sand, muddy water, oil, etc. flow into the air passage inside the drill bit, and further enter into the mechanism of the rotary impacting device and rotate. The percussion device was damaged, rendered inoperable or degraded. If the compressed water is sent to the air passage, the inflowing water can be easily discharged to the outside and blown off, and even if it remains to some extent, it does not significantly affect the rotary striking mechanism. However, if sand, mud, clay, rock powder, oil, etc., flow into and remain inside the rotary impact mechanism, it will seriously damage the rotary impact mechanism and render it inoperable. Repairing this rotary impact mechanism was difficult and time consuming. Moreover, the excavation / drilling work was interrupted, resulting in poor work efficiency.

【0004】従来のこれらの問題点を解消するために、
回転打撃装置の内部の空気通路に逆止弁を設ける方法が
採用されているものもあった。しかしながら、この方法
でも、回転打撃装置の内部途中まで小石・切粉・岩粉・
土・泥水等が入り込むものであるから、回転打撃装置の
回転打撃機構を充分に保護できるものでなかった。又、
一旦これらが流入して作動できなくなると、回転打撃装
置全体又はその重要部分を交換せねばならず、掘削作業
が長く中断し、補修コストが嵩むものであった。又、回
転打撃機構内の逆止弁の故障に対する補修・部品交換は
手間のかかるものであった。
In order to solve these conventional problems,
Some have adopted a method of providing a check valve in the air passage inside the rotary striking device. However, even with this method, pebbles, chips, rocks,
Since dirt, muddy water, etc. enter, the rotary impact mechanism of the rotary impact device cannot be sufficiently protected. or,
Once these flow into and become inoperable, the entire rotary percussion device or an important part of it must be replaced, the excavation work is interrupted for a long time, and the repair cost is increased. In addition, repair and replacement of parts for the check valve failure in the rotary impact mechanism are troublesome.

【0005】本発明が解決しようとする課題は、従来の
これらの問題点を解消し、小石・切粉・岩粉・土砂・泥
水・油等の回転打撃装置への流入を防ぎ、回転打撃装置
が損傷・劣化・作動停止しないようにするとともに、詰
まりが生じても迅速且つ容易に解消でき、掘削・穿孔作
業の作業効率を高める掘削ビットを提供することにあ
る。
The problem to be solved by the present invention is to solve these problems of the prior art and prevent the inflow of pebbles, chips, rock powder, earth and sand, muddy water, oil, etc. into the rotary impact device. The present invention provides a drilling bit that prevents damage, deterioration, and operation stoppage, and can quickly and easily eliminate clogging, thereby improving work efficiency of drilling and drilling work.

【0006】[0006]

【課題を解決するための手段】かかる課題を解決した本
発明の要旨は、ビット内部又はビットと一体化された付
属部分の内部に設けたブロー用空気通路途中に逆止弁を
設けたことを特徴とする掘削ビットにある。
SUMMARY OF THE INVENTION The gist of the present invention, which has solved such a problem, is to provide a check valve in the middle of a blow air passage provided inside a bit or an accessory part integrated with the bit. It is in the feature drilling bit.

【0007】[0007]

【作用】本発明では、掘削ビットを使用中は、圧縮空気
はビット内部及びビットに付属した部分の内部に設けた
空気通路を通り、逆止弁を通過して、その先端の空気噴
出口から吹き出す。圧縮空気の供給がなくなると、地中
の土砂・泥水・切粉・岩粉等がこの空気噴出口から流入
するが、逆止弁が掘削ビット又はこれに付属する部分の
空気通路内に逆止弁を設けているので、このビット部分
で進入が止められ、これら土砂等が回転打撃機構に流入
することを防ぐ。
According to the present invention, while the drill bit is in use, the compressed air passes through the air passage provided inside the bit and the portion attached to the bit, passes through the check valve, and comes out from the air jet port at the tip thereof. Blow out. When the supply of compressed air is stopped, underground soil, muddy water, chips, rock powder, etc. will flow in from this air ejection port, but the check valve will check in the air passage of the drill bit or the part attached to it. Since the valve is provided, the entry is stopped at this bit portion, and the sediment is prevented from flowing into the rotary impact mechanism.

【0008】この掘削ビット内部又はこれに付属する部
分内部で、これら土砂が詰まってもこの内部の空気通路
は比較的に通路面積が大きいので、圧縮空気を空気通路
に送り込むだけで詰まりが解消することが多い。或い
は、空気噴出口から掻き出し工具を挿入して詰まった土
砂・小石等を掻き出すことで容易に解消できる。それで
も詰まりが解消できない時は、掘削ビットを回転打撃装
置から外して補修作業すれば容易に詰まり・逆止弁の故
障が解消できる。更に、それでも掘削ビットの補修が難
しい場合は、この掘削ビット自体を交換することで掘削
作業があまり中断することなく続行できる。
Even if the earth and sand are clogged inside the excavating bit or the part attached to the excavating bit, the air passage in the inside has a relatively large passage area, so that the clogging can be eliminated by sending the compressed air into the air passage. Often. Alternatively, it can be easily eliminated by inserting a scraping tool from the air ejection port and scraping out the clogged soil, pebbles, and the like. If the clogging still cannot be solved, the clogging / failure of the check valve can be easily resolved by removing the drill bit from the rotary impact device and performing repair work. Furthermore, if the excavation bit is still difficult to repair, exchanging the excavation bit itself allows the excavation operation to continue without interruption.

【0009】[0009]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0010】(実施例:図1参照)図1に示す実施例の
掘削ビット1は、逆止弁4をビット本体2の空気通路3
の上部に設けている。その構造は、円頭状弁体5を空気
通路3内に取付けた筒体6に摺動自在に嵌挿し、弁体5
を空気通路3に設けた弁座7に向けて付勢するスプリン
グ8を前記筒体6内に設けた例である。
(Embodiment: See FIG. 1) The excavating bit 1 of the embodiment shown in FIG. 1 includes a check valve 4 and an air passage 3 of a bit body 2.
It is provided at the top of. The structure is such that the round-headed valve body 5 is slidably fitted and inserted into a cylinder body 6 mounted in the air passage 3.
This is an example in which a spring 8 that urges the valve toward the valve seat 7 provided in the air passage 3 is provided in the cylindrical body 6.

【0011】図中、9は筒体6の基端に一体的に設けた
筒体取付部、10は弁座7を内側に設け、筒体取付部9
を固定し、ビット本体2の空気通路3内壁を形成する外
筒、11はビット本体2の先端に取付ける超硬チップ、
12は掘削ビット1を回転打撃装置に取付けるためのス
プライン、13はビット本体2の先端に開口した空気通
路3の空気噴出口である。
In the figure, 9 is a cylindrical body mounting portion integrally provided at the base end of the cylindrical body 6, 10 is a valve seat 7 provided inside, and a cylindrical body mounting portion 9 is provided.
Is an outer cylinder that fixes the inner wall of the bit body 2 to form the inner wall of the air passage 3, and 11 is a carbide tip attached to the tip of the bit body 2,
Reference numeral 12 is a spline for attaching the excavation bit 1 to the rotary impacting device, and 13 is an air ejection port of the air passage 3 opened at the tip of the bit body 2.

【0012】この実施例では、圧縮空気が空気通路3に
送られると、逆止弁4の弁体5の円頭部を空気圧で押し
下げ、空気はビット本体2の空気通路3内に入り、その
先端の空気噴出口13から吹き出す。圧縮空気の供給が
停止すると、スプリング8の付勢力で逆止弁4の弁体5
の円頭部が弁座7に押し付けられて、土砂・泥水・切粉
等の回転打撃装置への流入を防止する。掘削ビット1内
の空気通路3の孔径は大きく且つ折曲も少ないので詰ま
ることが少ない。又、詰まっても空気通路3に圧縮空気
を送ることでかなり解消できる。それでも解消しなけれ
ば、空気噴出口13から掻き出し工具を挿入すれば容易
に解消させることができる。詰まりが解消できない時
は、スプライン12の嵌合を解いて掘削ビット1自体を
回転打撃装置から外して補修・交換すればよい。いずれ
でもその詰まりの解消は迅速且つ容易に行える。
In this embodiment, when compressed air is sent to the air passage 3, the circular head portion of the valve body 5 of the check valve 4 is pushed down by air pressure so that the air enters the air passage 3 of the bit body 2 and It blows out from the air outlet 13 at the tip. When the supply of compressed air is stopped, the urging force of the spring 8 causes the valve element 5 of the check valve 4 to
The circular head is pressed against the valve seat 7 to prevent dirt, muddy water, chips, etc. from flowing into the rotary impact device. Since the hole diameter of the air passage 3 in the excavation bit 1 is large and the number of bends is small, clogging is less likely to occur. Further, even if clogged, it can be considerably eliminated by sending compressed air to the air passage 3. If it still does not solve, it can be easily solved by inserting a scraping tool from the air ejection port 13. If the clogging cannot be eliminated, the spline 12 may be disengaged and the drill bit 1 itself may be removed from the rotary impact device for repair / replacement. In either case, the clogging can be cleared quickly and easily.

【0013】尚、本発明の逆止弁4は、前記実施例の位
置・構造に限定するものではない。又、本発明の掘削ビ
ットは回転打撃装置ばかりでなく、打撃のない回転のみ
の掘削穿孔装置にも使える。図2,3,4,5,6,7
に種々の逆止弁の位置・構造の例を示している。
The check valve 4 of the present invention is not limited to the position and structure of the above embodiment. Further, the drill bit of the present invention can be used not only in a rotary impacting device but also in a rotary drilling and drilling device without impact. Figures 2, 3, 4, 5, 6, 7
Shows examples of various check valve positions and structures.

【0014】図2に示す例は、逆止弁4の位置は図1の
前記実施例と同じであるが、逆止弁4の構造を球面板状
の弁体5を直接スプリング8で弁座7へ押し付けるよう
にした例である。
In the example shown in FIG. 2, the position of the check valve 4 is the same as that of the embodiment shown in FIG. 1, but the structure of the check valve 4 is such that a spherical plate-shaped valve body 5 is directly seated by a spring 8 to a valve seat. This is an example in which it is pressed against 7.

【0015】図3に示す例は、図1の前記実施例と同じ
位置に逆止弁4を設けているが、弁体5が平板状でリタ
ーンスプリング(図示せず)で弁座7に押し付けている
例である。
In the example shown in FIG. 3, the check valve 4 is provided at the same position as in the above-mentioned embodiment of FIG. 1, but the valve body 5 is flat and pressed against the valve seat 7 by a return spring (not shown). It is an example.

【0016】図4に示す例は、逆止弁4の位置は図1の
実施例と同じであるが、単に空気と水のみを透過させる
微細ネットを逆止弁4として使用した例である。
The example shown in FIG. 4 is an example in which the position of the check valve 4 is the same as that of the embodiment of FIG. 1, but a fine net which allows only air and water to permeate is used as the check valve 4.

【0017】図5に示す例は、空気通路3の中央で枢着
された2枚の平板状弁体5をリターンスプリング(図示
せず)でもって弁座7に付勢させた例である。
The example shown in FIG. 5 is an example in which two flat plate-shaped valve bodies 5 pivotally mounted at the center of the air passage 3 are biased to the valve seat 7 by a return spring (not shown).

【0018】図6に示す例は、図2の球面板状の弁体5
から球体の弁体5とした例である。
The example shown in FIG. 6 is a spherical plate-shaped valve body 5 of FIG.
Is an example of a spherical valve body 5.

【0019】図7に示す例は、ビット本体2の空気通路
3から上方にパイプ状に一体的に延伸したフードバルブ
14の途中に逆止弁4を設けた。この逆止弁4は図2に
示す逆止弁4と同じ構造の実施例である。尚、図7中、
15は掘削ビット1の取付筒、16は回転打撃装置のボ
デー、17は掘削ビット1を打撃するピストン、18は
同ピストン内部の空気通路である。
In the example shown in FIG. 7, a check valve 4 is provided in the middle of a hood valve 14 which integrally extends in a pipe shape upward from the air passage 3 of the bit body 2. The check valve 4 is an embodiment having the same structure as the check valve 4 shown in FIG. In addition, in FIG.
Reference numeral 15 is a mounting cylinder for the excavation bit 1, 16 is a body of the rotary impact device, 17 is a piston for impacting the excavation bit 1, and 18 is an air passage inside the piston.

【0020】[0020]

【発明の効果】以上の様に、本発明の掘削ビットによれ
ば、ビット内部又はビットと一体化された付属部分の内
部空気通路に逆止弁を設けたので、地中の土砂・切粉・
岩粉・泥水・粘土等が回転打撃装置内へ進入するのを防
いで、回転打撃装置が土砂等により損傷・性能劣化・不
作動とならないようにしている。又、掘削ビット内での
詰まりは、圧縮空気のブロー又は掻き出し工具の使用に
よって容易に解消できる。それでも詰まりが解消しない
場合でも、掘削ビット自体を交換することで掘削作業が
あまり中断することなく続行でき、作業効率が良い。
又、回転打撃装置に故障を起こさないようにできるの
で、掘削機械のランニングコストが安くでき、耐久性を
高めることができる。
As described above, according to the excavating bit of the present invention, since the check valve is provided in the internal air passage of the inside of the bit or the attached portion integrated with the bit, the earth and sand and the cutting chips.・
Rock powder, muddy water, clay, etc. are prevented from entering the rotary impact device, so that the rotary impact device is not damaged, deteriorated in performance, or inoperable due to earth and sand. Also, blockages in the drill bit can be easily cleared by blowing compressed air or using a scraping tool. Even if the clogging is not cleared yet, excavation work can be continued without much interruption by exchanging the excavation bit itself, and work efficiency is good.
Further, since it is possible to prevent the rotary impact device from causing a failure, the running cost of the excavating machine can be reduced and the durability can be improved.

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

【図1】本発明の実施例を示す縦断面図である。FIG. 1 is a vertical sectional view showing an embodiment of the present invention.

【図2】本発明の他の逆止弁の構造を示す断面図であ
る。
FIG. 2 is a cross-sectional view showing the structure of another check valve of the present invention.

【図3】本発明の他の逆止弁の構造を示す断面図であ
る。
FIG. 3 is a cross-sectional view showing the structure of another check valve of the present invention.

【図4】本発明の他の逆止弁の構造を示す断面図であ
る。
FIG. 4 is a cross-sectional view showing the structure of another check valve of the present invention.

【図5】本発明の他の逆止弁の構造を示す断面図であ
る。
FIG. 5 is a cross-sectional view showing the structure of another check valve of the present invention.

【図6】本発明の他の逆止弁の構造を示す断面図であ
る。
FIG. 6 is a sectional view showing the structure of another check valve of the present invention.

【図7】本発明の他の実施例を示す縦断面図である。FIG. 7 is a vertical sectional view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 掘削ビット 2 ビット本体 3 空気通路 4 逆止弁 5 弁体 6 筒体 7 弁座 8 スプリング 9 筒体取付部 10 外筒 11 超硬チップ 12 スプライン 13 空気噴出口 14 フードバルブ 15 取付筒 16 ボデー 17 ピストン 18 空気通路 1 Drill Bit 2 Bit Main Body 3 Air Passage 4 Check Valve 5 Valve Body 6 Cylindrical Body 7 Valve Seat 8 Spring 9 Cylindrical Body Attachment Part 10 Outer Cylinder 11 Carbide Tip 12 Spline 13 Air Jet Port 14 Hood Valve 15 Mounting Cylinder 16 Body 17 Piston 18 Air passage

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ビット内部又はビットと一体化された付
属部分の内部に設けたブロー用空気通路途中に逆止弁を
設けたことを特徴とする掘削ビット。
1. A drill bit comprising a check valve in the middle of a blow air passage provided inside the bit or inside an accessory portion integrated with the bit.
JP2197893A 1993-01-13 1993-01-13 Excavation bit Pending JPH06212872A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2197893A JPH06212872A (en) 1993-01-13 1993-01-13 Excavation bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2197893A JPH06212872A (en) 1993-01-13 1993-01-13 Excavation bit

Publications (1)

Publication Number Publication Date
JPH06212872A true JPH06212872A (en) 1994-08-02

Family

ID=12070120

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2197893A Pending JPH06212872A (en) 1993-01-13 1993-01-13 Excavation bit

Country Status (1)

Country Link
JP (1) JPH06212872A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061482A (en) * 2000-08-23 2002-02-28 Koken Boring Mach Co Ltd Drilling rig
US8109348B2 (en) * 2006-10-20 2012-02-07 Drillroc Pneumatic Pty Ltd Down-the-hole hammer drill
US9068399B2 (en) 2006-10-20 2015-06-30 Drillroc Pneumatic Pty Ltd Down-the-hole hammer drill
JP2017128881A (en) * 2016-01-19 2017-07-27 鹿島建設株式会社 Ground-water pressure measuring method in ground drilling and drill rod

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0242790U (en) * 1988-09-12 1990-03-23
JPH0530292B2 (en) * 1985-06-27 1993-05-07 Nichikon Kk

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0530292B2 (en) * 1985-06-27 1993-05-07 Nichikon Kk
JPH0242790U (en) * 1988-09-12 1990-03-23

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061482A (en) * 2000-08-23 2002-02-28 Koken Boring Mach Co Ltd Drilling rig
US8109348B2 (en) * 2006-10-20 2012-02-07 Drillroc Pneumatic Pty Ltd Down-the-hole hammer drill
US9068399B2 (en) 2006-10-20 2015-06-30 Drillroc Pneumatic Pty Ltd Down-the-hole hammer drill
AU2015218545B2 (en) * 2006-10-20 2017-01-12 Drillroc Pneumatic Pty Ltd Down-the-hole hammer drill
JP2017128881A (en) * 2016-01-19 2017-07-27 鹿島建設株式会社 Ground-water pressure measuring method in ground drilling and drill rod

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