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JPH01103272A - Air pressure type rock drill - Google Patents

Air pressure type rock drill

Info

Publication number
JPH01103272A
JPH01103272A JP25731287A JP25731287A JPH01103272A JP H01103272 A JPH01103272 A JP H01103272A JP 25731287 A JP25731287 A JP 25731287A JP 25731287 A JP25731287 A JP 25731287A JP H01103272 A JPH01103272 A JP H01103272A
Authority
JP
Japan
Prior art keywords
piston
bit
air
accumulator
air pressure
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.)
Granted
Application number
JP25731287A
Other languages
Japanese (ja)
Other versions
JPH0426986B2 (en
Inventor
Hideo Kitagawa
北川 英雄
Shinji Inoue
伸二 井上
Junichi Miyagawa
宮川 淳一
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP25731287A priority Critical patent/JPH01103272A/en
Publication of JPH01103272A publication Critical patent/JPH01103272A/en
Publication of JPH0426986B2 publication Critical patent/JPH0426986B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Percussive Tools And Related Accessories (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE: To provide great destruction force and to ease a shock transmitted to a main body in an impact application time by connecting an accumulator communicated with a small cross section area part formed in the rear part of a piston, which can be moved forward/backward freely in a cylinder, to an intake pipe in a compressed air source via a check valve. CONSTITUTION: Based on a cross section area difference between the front and rear cross sections of a piston 3, which is moved forward/backward in a piston and provided with a small cross section area part in the rear part, the piston 3 is moved backward and pressurized air is accumulated in an accumulator 10. Then, a three-way selector valve 5 is opened when a stroke end of the piston 3 is detected, and air in front of the piston 3 is discharged from an air intake/exhaust port 6. Simultaneously, the piston 3 is suddenly advanced by means of air pressure accumulated in the accumulator 10 so as to hit a bit 1, and a hard rock-bed 13 is destroyed by means of the bit 1 with great destruction force. When the bit 1 is advanced according to this destruction of the rock-bed 13, the air intake/exhaust port 6 is closed, and empty hitting can be prevented automatically. A reaction force after hitting is absorbed by the air pressure connected to the air pressure accumulator 10. Consequently, a shock in the rock drill main body can be reduced.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、主として小断面岩盤トンネル等の掘削工事に
使用される空圧式削岩機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pneumatic rock drill used primarily for excavating small-section rock tunnels and the like.

〔従来技術〕[Prior art]

近年、本邦では小断面岩盤トンネル等の掘削工事が増加
する傾向にあるが、このような比較的小径のシールド工
事でその岩盤を破砕するために油圧式削岩機を使用する
ことは、その油圧ユニットを先端部に設置できないので
、長い油圧配管を必要とし、実用的でなく、また従来の
空圧式削岩機では、その圧縮空気源からの圧縮空気によ
り直接打撃体を打撃するため、破砕力が非常に弱く、硬
い岩盤を破砕するには発破工法を除いて効果的な掘削方
法がなく、コンク°4J−トブレーカー等で人力掘削に
たよっているのが現状である。
In recent years, excavation works such as small-section rock tunnels have been increasing in Japan, but the use of hydraulic rock drills to crush the rock in such relatively small-diameter shield construction is difficult because of the hydraulic pressure. Since the unit cannot be installed at the tip, it requires long hydraulic piping, which is impractical, and in conventional pneumatic rock drills, the impacting body is directly hit with compressed air from its compressed air source, resulting in a crushing force. There is no effective excavation method for crushing hard rock, other than blasting, and currently we rely on manual excavation using concrete breaker.

〔発明の目的〕[Purpose of the invention]

本発明は、前記従来の問題点を解消するためになされた
ものであり、空圧式でありながら、大きな破壊力が得ら
れる小型の空圧式削岩機を提供することを目的としたも
のである。
The present invention was made in order to solve the above-mentioned conventional problems, and aims to provide a small pneumatic rock drill that can obtain a large destructive force even though it is a pneumatic type. .

〔発明の構成〕[Structure of the invention]

上記の目的を達成するための本発明の空圧式削岩機は、
先端に打撃体であるビットを前後進可能に嵌挿し、その
ビットの後部の同軸上に、小断面積部が後部に形成され
たピストンを前後進可能に嵌挿したシリンダーに、コン
プレッサ等の圧縮空気源の吸気管と排気ポートとに三方
切換弁を介して接続され、かつビットの前後進位置に応
じてシリンダー内のピストン前方との連通路が開閉され
る給気ポートを設けると共に、上記圧縮空気源の吸気管
から給気逆止弁を介して給気され、かつシリンダー内の
ピストンの小断面積部と連通する蓄圧器を配設すること
により構成される。
The pneumatic rock drill of the present invention for achieving the above objects includes:
A bit, which is a striking body, is inserted into the tip so that it can move back and forth, and a piston with a small cross-sectional area formed at the rear is inserted coaxially at the rear of the bit, and a piston is inserted so that it can move back and forth. An air supply port is provided which is connected to the intake pipe and exhaust port of the air source via a three-way switching valve, and which opens and closes a communication passage with the front of the piston in the cylinder depending on the forward and backward movement position of the bit. It is constructed by disposing a pressure accumulator that is supplied with air from the intake pipe of the air source via an air supply check valve and communicates with a small cross-sectional area of the piston in the cylinder.

上記の構成からなる空圧式削岩機では、シリンダー内を
前後する小断面積部を後部に有するピストンの前後の断
面積の差により、ピストンを後進させて蓄圧器に加圧し
た空気を蓄圧し、三方切換弁の操作により吸排気ポート
からピストン前方の空気を排気させ、ピストンを急速前
進させてビットを打撃するので、従来の空圧式削岩機の
ように圧縮空気源のみの力でビットを打撃する方式のも
のに比べてより強力な岩盤の破壊力が得られると共に、
打撃後の反力も蓄圧器に連通した空気圧により吸収され
、削岩機本体の衝撃が緩和される。
In the pneumatic rock drill with the above configuration, the piston moves backward and the pressurized air is stored in the pressure accumulator by the difference in cross-sectional area between the front and rear of the piston, which has a small cross-sectional area at the rear that moves forward and backward inside the cylinder. By operating the three-way switching valve, the air in front of the piston is exhausted from the intake and exhaust port, and the piston moves forward rapidly to strike the bit, so unlike conventional pneumatic rock drills, the bit can be driven using only the power of a compressed air source. In addition to being able to obtain stronger rock destruction power than those using the striking method,
The reaction force after the impact is also absorbed by the air pressure communicated with the pressure accumulator, and the impact on the rock drill body is alleviated.

〔実施例〕〔Example〕

以下図面を参照して本発明の詳細な説明するが、第1図
は本発明の一実施例における空圧式削岩機の給気工程時
の状態を示す側断面図、第2図は第1図の打撃工程時の
状態を示す側断面図、第3図は第1図の空圧式削岩機の
全体配置側面図である。
The present invention will be described in detail below with reference to the drawings. FIG. 1 is a side sectional view showing the state of a pneumatic rock drill in an embodiment of the present invention during the air supply process, and FIG. FIG. 3 is a side cross-sectional view showing the state during the striking process, and FIG. 3 is a side view of the overall arrangement of the pneumatic rock drill shown in FIG. 1.

まず、第1図及び第2図に示すごと(、先端に岩盤13
を破砕する打撃体であるビット1を前後進可能に嵌挿し
、そのビット1の後部の同軸上に、前方の径りに対して
後部に小さな径dを有するピストン3を前後進可能に嵌
挿したシリンダー2に、コンプレッサ11等の圧縮空気
源の吸気管8と排気ポート7とに三方切換弁5を介して
接続された給排気ポート6が設けられており、この給排
気ポート6と、シリンダー2内のピストン3前方とを連
通するように、このビットl内に形成された連通路12
がこのビットlの前後進位置に応じて開閉されるように
配設されている。
First, as shown in Figures 1 and 2,
A bit 1, which is an impacting body for crushing, is fitted so as to be movable back and forth, and a piston 3, which has a diameter d smaller at the rear than the diameter at the front, is fitted coaxially at the rear of the bit 1 so as to be movable back and forth. The cylinder 2 is provided with an air supply/exhaust port 6 connected to an intake pipe 8 of a compressed air source such as a compressor 11 and an exhaust port 7 via a three-way switching valve 5. A communication passage 12 formed in this bit l so as to communicate with the front of the piston 3 in the bit l.
is arranged to be opened or closed depending on the forward or backward movement position of this bit l.

次に、上記吸気管8から給気逆止弁′9を介して給気さ
れる蓄圧器10が配設されており、この蓄圧器10とピ
ストン3の後方の小断面積部aとが連通ずるようになっ
ている。
Next, a pressure accumulator 10 is provided, which is supplied with air from the intake pipe 8 through an air supply check valve '9. It's becoming easier to communicate.

なお、上記ビット1は、前後進することにより岩盤13
を打撃し破壊するが、シリンダー2側に設けられたスト
ッパーボルト4により係止されるようになっている。
In addition, the above-mentioned bit 1 moves back and forth to the bedrock 13.
The cylinder 2 is stopped by a stopper bolt 4 provided on the cylinder 2 side.

また、上記の空圧式削岩機は、第3図のごとくシールド
14内にホルダー15で支持装着されており、ピン16
を支点として矢印Rのごとく適宜に俯仰できるようにな
っている。
Further, the above pneumatic rock drill is supported and mounted in a shield 14 with a holder 15 as shown in FIG.
It is designed to be able to move up and down as needed using the point as a fulcrum as shown by arrow R.

次に、上記の構成からなる空圧式削岩機の作動について
説明すると、まず準備工程において、蓄圧器10には給
気逆止弁9経由、例えば7 kg/cj程度の圧縮空気
が補給され、その空気圧でピストン3及びビット1がシ
リンダー2内を前進するが、ビット1の前進により、給
排気ポート6は連通路12に対して閉じられる。
Next, the operation of the pneumatic rock drill having the above configuration will be explained. First, in the preparation process, compressed air of, for example, about 7 kg/cj is supplied to the pressure accumulator 10 via the air supply check valve 9. The air pressure causes the piston 3 and the bit 1 to move forward in the cylinder 2, but the forward movement of the bit 1 closes the air supply/exhaust port 6 to the communication path 12.

次に、押し付工程として、シリンダー2と共にこの削岩
機本体を岩盤13の打撃面に押し付けると、ビット1が
後進して給排気ポートが連通路12に対して開かれる。
Next, in a pressing step, when the rock drill body is pressed together with the cylinder 2 against the striking surface of the rock 13, the bit 1 moves backward and the air supply/exhaust port is opened to the communication path 12.

更に、第1図の給気工程において、三方切換弁5の切替
により給気を開始し、ピストン3の前後の受圧面の断面
積の差 により、ピストン3は後進して蓄圧器10には7kg/
−以上に加圧された空気が蓄圧されて、ピストン3のス
トロークエンド近りでバランスする。
Furthermore, in the air supply process shown in FIG. 1, air supply is started by switching the three-way switching valve 5, and due to the difference in the cross-sectional area of the front and rear pressure receiving surfaces of the piston 3, the piston 3 moves backward and 7 kg is transferred to the pressure accumulator 10. /
The air pressurized above - is accumulated and balanced near the stroke end of the piston 3.

次に、第2図の打撃工程であるが、ピストン3のストロ
ークエンドの検出により三方切換弁5が自動操作により
開となり、蓄圧された空気圧によりピストン3は急速前
進してビット1を打撃するが、その際の打撃ストローク
をSで示している。
Next, in the striking process shown in Fig. 2, the three-way switching valve 5 is automatically opened upon detection of the end of the stroke of the piston 3, and the accumulated air pressure causes the piston 3 to rapidly move forward and strike the bit 1. , the batting stroke at that time is indicated by S.

以上により岩盤13の打撃面が破壊すれば、ビット1の
前進により給排気ポート6は閉じられるので、空打ちは
自動的に防止されるようになっている。
If the striking surface of the rock 13 is destroyed as described above, the supply/exhaust port 6 is closed by the advance of the bit 1, so that dry striking is automatically prevented.

なお、打撃後の反力も蓄圧器10に連通した空気圧によ
り吸収されるので、削岩機本体の衝撃が緩和される。
Incidentally, since the reaction force after the impact is also absorbed by the air pressure communicated with the pressure accumulator 10, the impact on the rock drilling machine body is alleviated.

〔発明の効果〕〔Effect of the invention〕

以上に説明したように、本発明の空圧式削岩機では、空
圧式であるにも拘わらず、蓄圧空気を利用して長ストロ
ークで岩盤をビットで打撃するので、従来の空圧式のも
のに比べてより大きな破壊力が得られ、硬い岩盤でも強
力に破砕でき、そのあとのズリ処理も容易に行われると
共に、従来のドロップハンマーと異なり、全方向の打撃
が可能になるという利点がある。
As explained above, although the pneumatic rock drill of the present invention is pneumatic, it uses stored air to hit rock with the bit over a long stroke, so it is different from conventional pneumatic rock drills. Compared to conventional drop hammers, it has the advantage of being able to obtain greater destructive power, powerfully crushing even hard rock, making it easier to remove scraps afterwards, and being able to strike in all directions, unlike conventional drop hammers.

また、ビットを打撃するピストンは蓄圧室に連通ずる空
気圧で保持されているので、打撃時のリバウンドを吸収
して削岩機本体の衝撃が緩和されると共に、打撃時にビ
ットの空打ちが自動的に防止されるので安全な作業がで
きるという利点がある。
In addition, the piston that hits the bit is held by air pressure that communicates with the pressure storage chamber, so it absorbs the rebound when hitting, reducing the impact on the rock drill body, and automatically prevents the bit from hitting blankly when hitting. This has the advantage of allowing safe work.

なお、本発明の空圧式削岩機は主として小断面岩盤トン
ネル等の掘削用に有効に適用することができる。
The pneumatic rock drill of the present invention can be effectively applied mainly to excavating small-section rock tunnels and the like.

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

第1図は本発明の一実施例における空圧式削岩機の給気
工程時の状態を示す側断面図、第2図は第1図の打撃工
程時の状態を示す側断面図、第3図は第1図の空圧式削
岩機の全体配置側面図である。 1・・・ビット、2・・・シリンダー、3・・・ピスト
ン、5・・・三方切換弁、6・・・給排気ポート、7・
・・排気ポート、8・・・吸気管、9・・・給気逆止弁
、10・・・蓄圧器、11・・・コンプレッサ、12・
・・連通路、a・・・小断面積部。
FIG. 1 is a side sectional view showing the state of a pneumatic rock drill according to an embodiment of the present invention during the air supply process, FIG. 2 is a side sectional view showing the state during the striking process of FIG. 1, and FIG. This figure is a side view of the overall arrangement of the pneumatic rock drill shown in FIG. 1. 1... Bit, 2... Cylinder, 3... Piston, 5... Three-way switching valve, 6... Supply/exhaust port, 7...
... Exhaust port, 8... Intake pipe, 9... Air supply check valve, 10... Pressure accumulator, 11... Compressor, 12...
...Communication path, a...Small cross-sectional area.

Claims (1)

【特許請求の範囲】[Claims] 先端にビットを、そしてその後部の同軸上に、小断面積
部が後部に形成されたピストンを、それぞれ前後進可能
に嵌挿したシリンダーに、圧縮空気源の吸気管と排気ポ
ートに三方切換弁を介して接続され、かつビットの前後
進位置に応じてシリンダー内の該ピストン前方との連通
路が開閉される給排気ポートを設けると共に、上記吸気
管から逆止弁を介して給気され、かつ、シリンダー内の
該ピストンの小断面積部と連通する蓄圧器を配設した空
圧式削岩機。
A bit is attached to the tip, and a piston with a small cross-sectional area formed at the rear is fitted coaxially to the rear of the cylinder so that it can move forward and backward, and a three-way switching valve is attached to the intake pipe and exhaust port of the compressed air source. and an air supply/exhaust port connected to the bit through a check valve, and a communication path with the front of the piston in the cylinder is opened and closed depending on the forward and backward movement position of the bit, and air is supplied from the intake pipe via a check valve, A pneumatic rock drill is provided with a pressure accumulator that communicates with the small cross-sectional area of the piston in the cylinder.
JP25731287A 1987-10-14 1987-10-14 Air pressure type rock drill Granted JPH01103272A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25731287A JPH01103272A (en) 1987-10-14 1987-10-14 Air pressure type rock drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25731287A JPH01103272A (en) 1987-10-14 1987-10-14 Air pressure type rock drill

Publications (2)

Publication Number Publication Date
JPH01103272A true JPH01103272A (en) 1989-04-20
JPH0426986B2 JPH0426986B2 (en) 1992-05-08

Family

ID=17304610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25731287A Granted JPH01103272A (en) 1987-10-14 1987-10-14 Air pressure type rock drill

Country Status (1)

Country Link
JP (1) JPH01103272A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7252154B2 (en) 2002-05-08 2007-08-07 Sandvik Mining And Construction Oy Percussion device with a transmission element compressing an elastic energy storing material
JP2007227141A (en) * 2006-02-23 2007-09-06 Mitsubishi Cable Ind Ltd Terminal structure of connector for substrate
JP2011125886A (en) * 2009-12-16 2011-06-30 Toyota Motor Corp Knockout device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7252154B2 (en) 2002-05-08 2007-08-07 Sandvik Mining And Construction Oy Percussion device with a transmission element compressing an elastic energy storing material
US7441608B2 (en) 2002-05-08 2008-10-28 Sandvik Mining And Construction Oy Percussion device with a transmission element compressing an elastic energy storing material
JP2007227141A (en) * 2006-02-23 2007-09-06 Mitsubishi Cable Ind Ltd Terminal structure of connector for substrate
JP2011125886A (en) * 2009-12-16 2011-06-30 Toyota Motor Corp Knockout device

Also Published As

Publication number Publication date
JPH0426986B2 (en) 1992-05-08

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