JPH07301085A - Perforator - Google Patents

Perforator

Info

Publication number
JPH07301085A
JPH07301085A JP9667694A JP9667694A JPH07301085A JP H07301085 A JPH07301085 A JP H07301085A JP 9667694 A JP9667694 A JP 9667694A JP 9667694 A JP9667694 A JP 9667694A JP H07301085 A JPH07301085 A JP H07301085A
Authority
JP
Japan
Prior art keywords
bit
amount
carriage
peripheral wall
guide shell
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
JP9667694A
Other languages
Japanese (ja)
Inventor
Toshio Oi
敏夫 大井
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.)
Furukawa Co Ltd
Original Assignee
Furukawa Co Ltd
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 Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP9667694A priority Critical patent/JPH07301085A/en
Publication of JPH07301085A publication Critical patent/JPH07301085A/en
Pending legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

PURPOSE:To perforate at a peripheral edge of a cutting face in parallel to a peripheral wall eliminate the need to perforate with an insertion angle so as to excavate a specified cross section of the cutting face, minimize overbreak, reduce the amount of explosives and the amount of blasted rocks to be brought out and the amount of concrete which lines the peripheral wall and thereby to enhance work efficiency and reduce excavation cost as well. CONSTITUTION:A down the hole drill D, whose outside diameter is adapted to be less than a bit diameter (d) and, which is provided with each of piping connection sockets 18, 19 and 20 or accessories, such as rotary motors 23 in the rear end, is installed to a carriage 10 loaded on a guide shell 3 movably back and forth in such a fashion that the accessories may be located on the side of the carriage 10, thereby eliminating such portions which are higher than the bit 16 on the guide shell 3.

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、トンネル等の切羽の周
縁に周壁と平行に穿孔することのできる穿孔機に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a perforator capable of perforating a peripheral edge of a face such as a tunnel in parallel with a peripheral wall.

【0002】[0002]

【従来の技術】一般に、岩石中にトンネル、坑道、地下
タンク等の地下空間を掘削する場合には、切羽に発破孔
を穿孔し、爆薬を装填し発破を行ない岩石を破砕して掘
進する。このような、発破孔の穿孔には、図6に示すよ
うに、台車1に起伏旋回可能に設けたブーム2の先端に
チルト、スイング可能にガイドシェル3を支持し、この
ガイドシェル3上に打撃機構や回転機構を具えた穿孔機
4を前後進可能に搭載した穿孔装置が使用されている。
穿孔機4には、ロッド5が挿着され、ロッド5の先端に
はビット6が取付けられていて、穿孔機4からロッド5
を介してビット6に打撃と回転を伝達し、切羽7に穿孔
する。
2. Description of the Related Art Generally, when excavating an underground space such as a tunnel, a tunnel, an underground tank, etc. in rock, a blast hole is bored in a face, an explosive is loaded and blasting is performed to crush the rock to proceed. As shown in FIG. 6, in the punching of such a blast hole, a guide shell 3 is tiltably and swingably supported on the tip end of a boom 2 provided on the carriage 1 so as to be able to turn up and down. A punching device is used in which a punching machine 4 having a striking mechanism and a rotating mechanism is mounted so as to be able to move forward and backward.
A rod 5 is attached to the punching machine 4, and a bit 6 is attached to the tip of the rod 5.
The impact and the rotation are transmitted to the bit 6 through the, and the face 7 is perforated.

【0003】ところが、従来の穿孔装置では、打撃機構
や回転機構を具えた穿孔機4のガイドシェル3上の高さ
Hdは、ビット6の高さHbより高くなっているため、
切羽7の周縁8には周壁9と平行に穿孔することはでき
ない。従って、所定の切羽断面を確保して掘削を行うに
は、切羽7の周縁8よりやや内側から外側に向けて差し
角θを付け穿孔する必要があり、余掘りを生ずるため、
爆薬の使用量や破砕した岩石の搬出量や周壁9をライニ
ングするコンクリート量が増大して作業効率が悪く掘削
コストが高くなるという問題がある。
However, in the conventional punching device, the height Hd on the guide shell 3 of the punching machine 4 having the striking mechanism and the rotating mechanism is higher than the height Hb of the bit 6,
The peripheral edge 8 of the face 7 cannot be perforated parallel to the peripheral wall 9. Therefore, in order to secure the predetermined cross section of the cutting face and perform the excavation, it is necessary to perforate the cutting face 7 with the insertion angle θ from the inner side to the outer side, which causes overdrilling.
There is a problem that the amount of explosive used, the amount of crushed rocks carried out, and the amount of concrete lining the peripheral wall 9 increase, resulting in poor work efficiency and high excavation cost.

【0004】[0004]

【発明が解決しようとする課題】本発明は、穿孔機にお
ける上記問題を解決するものである。而して、本発明
は、切羽の周縁に周壁と平行に穿孔することができ、所
定の切羽断面の掘削を行うために差し角を付けて穿孔す
る必要がなく、余掘りを少なくして、爆薬の使用量や破
砕した岩石の搬出量や周壁をライニングするコンクリー
ト量を減少して作業効率を向上させ、掘削コストを低減
することのできる穿孔機を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention solves the above problems in a punching machine. Thus, the present invention, it is possible to perforate the peripheral edge of the face in parallel with the peripheral wall, it is not necessary to perforate at a corner to excavate a predetermined face section, it is possible to reduce excess digging, An object of the present invention is to provide a drilling machine capable of reducing the amount of explosives used, the amount of crushed rocks carried out and the amount of concrete lining the peripheral wall to improve work efficiency and reduce excavation costs.

【0005】[0005]

【課題を解決するための手段】本発明は、上記課題を解
決するため、ガイドシェル上に前後進可能に搭載された
キャリッジに、外径をビット径以下とし、付属部を後端
部に配設したダウンザホールドリルを、付属部がキャリ
ッジ側となるよう設置して穿孔機を構成している。
In order to solve the above problems, the present invention provides a carriage mounted on a guide shell so as to be able to move forward and backward, with an outer diameter of a bit diameter or less and an attachment portion at a rear end portion. The down-the-hole drill is installed so that the accessory part is on the carriage side to form a drilling machine.

【0006】[0006]

【作用】外径をビット径以下とし、付属部を後端部に配
設したダウンザホールドリルを、付属部がキャリッジ側
となるようキャリッジに設置しているため、穿孔機には
ガイドシェル上でビットの高さより高くなる部分はな
く、切羽の周縁に周壁と平行に穿孔することができる。
[Operation] Since the outside diameter is less than or equal to the bit diameter, and the down-the-hole drill with the attached part at the rear end is installed on the carriage so that the attached part is on the carriage side, the drilling machine uses the bit on the guide shell. There is no part that is higher than the height of the face, and the periphery of the face can be drilled parallel to the peripheral wall.

【0007】[0007]

【実施例】図1は本発明の一実施例である穿孔機の全体
構成を示す側面図である。本実施例では、台車1に起伏
旋回可能に設けたブーム2の先端にチルト、スイング可
能にガイドシェル3を支持し、このガイドシェル3上に
キャリッジ10が搭載されフィード用モータ23で前後
進可能になっている。このキャリッジ10には、油圧駆
動のダウンザホールドリルDが設置されている。ダウン
ザホールドリルDは、後端の回転部11から前方へスイ
ベル部12、ロッド13、打撃部14が接続され、打撃
部14に挿着したシャンクロッド15の前端に、ビット
16が取付けられている。ダウンザホールドリルDの前
端部は、ガイドシェル3の前端部に設けたセントラライ
ザ17で支持されている。
1 is a side view showing the overall construction of a punching machine according to an embodiment of the present invention. In the present embodiment, a guide shell 3 is supported at the tip of a boom 2 provided on the carriage 1 so as to be able to swing up and down, and a guide shell 3 is supported so as to be tiltable and swingable. It has become. A hydraulically driven down-the-hole drill D is installed on the carriage 10. In the down the hole drill D, a swivel portion 12, a rod 13 and a striking portion 14 are connected to the front from a rotating portion 11 at the rear end, and a bit 16 is attached to the front end of a shank rod 15 inserted into the striking portion 14. The front end of the down the hole drill D is supported by a centralizer 17 provided at the front end of the guide shell 3.

【0008】ダウンザホールドリルDは、打撃部14が
ビット16に近接して設けられ、穿孔内に挿入されるも
のであるため、外径が全体としてビット径d以下であ
り、スイベル部12に設けられた高圧管路接続口18、
低圧管路接続口19、フラッシング流体接続口20や、
回転部11の回転用モータ21、伝動部22等のビット
16の断面外に出るような付属部は後端部に配設されて
いて、これらが全てキャリッジ10側となるようキャリ
ッジ10に設置されている。
In the down-the-hole drill D, since the striking portion 14 is provided in the vicinity of the bit 16 and is inserted into the drill hole, the outer diameter as a whole is less than or equal to the bit diameter d and is provided in the swivel portion 12. High pressure line connection port 18,
Low pressure line connection port 19, flushing fluid connection port 20,
Attachment parts such as the rotation motor 21 and the transmission part 22 of the rotating part 11 which come out of the cross section of the bit 16 are arranged at the rear end part, and these are installed on the carriage 10 so that they are all on the carriage 10 side. ing.

【0009】穿孔作業の際には、スイベル部12の高圧
管路接続口18からロッド13内部を経へて供給された
圧油により駆動される打撃部14から、シャンクロッド
15を介してビット16に打撃が伝達され、且つ、回転
用モータ21から伝動部22、スイベル部12、ロッド
13、打撃部14、シャンクロッド15を経て、ビット
16に回転伝達されて切羽7の岩石に穿孔する。打撃部
14がビット16に近接して設けられ、ビット16には
打撃が有効に伝達されるので、ビット径dが大でも効率
的に穿孔することができる。
During the boring operation, the impact portion 14 driven by the pressure oil supplied from the high-pressure conduit connection port 18 of the swivel portion 12 through the inside of the rod 13 to the bit 16 via the shank rod 15. Is transmitted to the rocks of the face 7 through the transmission motor 22, the swivel portion 12, the rod 13, the striking portion 14, and the shank rod 15 from the rotation motor 21, and the rotation is transmitted to the bit 16. The striking portion 14 is provided in the vicinity of the bit 16, and the striking is effectively transmitted to the bit 16, so that it is possible to efficiently punch even if the bit diameter d is large.

【0010】ダウンザホールドリルDの外径はビット径
d以下であり、スイベル部12に設けられた高圧管路接
続口18、低圧管路接続口19、フラッシング流体管路
接続口20や、回転部11の回転用モータ21、伝動部
22等のビット16の断面外に出るような付属部は後端
部に配設されていて、これらが全てキャリッジ10側と
なっているので、穿孔機にはガイドシェル3上でビット
16の高さより高くなる部分はなく、切羽7の周縁8に
周壁9と平行に穿孔することができる。
The outer diameter of the down-the-hole drill D is less than or equal to the bit diameter d, and the high-pressure conduit connection port 18, the low-pressure conduit connection port 19, the flushing fluid conduit connection port 20 provided in the swivel part 12 and the rotating part 11 are provided. The rotating motor 21, the transmission portion 22, etc. of the bit 16 which are out of the cross section of the bit 16 are arranged at the rear end portion, and all of them are on the carriage 10 side. There is no portion above the height of the bit 16 on the shell 3, and the peripheral edge 8 of the face 7 can be drilled parallel to the peripheral wall 9.

【0011】従って、所定の切羽断面の掘削を行うため
に差し角を付けて穿孔する必要がなく、余掘りを少なく
して、爆薬の使用量や破砕した岩石の搬出量や周壁9を
ライニングするコンクリート量を減少して作業効率を向
上させ、掘削コストを低減することができる。図2は本
発明の他の実施例である穿孔機の側面図、図3は穿孔機
の平面図、図4は穿孔機の正面図、図5は図3のA−A
線断面図である。
Therefore, it is not necessary to make a hole with a bevel in order to excavate a predetermined face section, and the amount of explosive used, the amount of expelled crushed rock, and the peripheral wall 9 are lined with less overdrilling. It is possible to reduce the amount of concrete, improve work efficiency, and reduce excavation costs. 2 is a side view of a punching machine which is another embodiment of the present invention, FIG. 3 is a plan view of the punching machine, FIG. 4 is a front view of the punching machine, and FIG. 5 is A-A of FIG.
It is a line sectional view.

【0012】この実施例では、図1の実施例と同様に後
端の回転部11から前方へスイベル部12、ロッド1
3、打撃部14が接続され、打撃部14に挿着したシャ
ンクロッド15の前端に、ビット16を取付けたダウン
ザホールドリルDが、4台並列にキャリッジ10に設置
されている。隣接するビット16は互いに前後に変位し
て配置され、ダウンザホールドリルDの中心の間隔pは
ビット径dより小となっており、シャンクロッド15は
この間隔pで挿通孔24が配設されたロッドガイド25
に挿通されて間隔が保持されている。本実施例の穿孔機
ではこのビット16の配置によって横方向に連続する孔
が穿孔可能になっている。
In this embodiment, similarly to the embodiment shown in FIG. 1, the swivel portion 12 and the rod 1 are moved forward from the rotary portion 11 at the rear end.
3, the hitting portion 14 is connected, and four down-the-hole drills D each having a bit 16 attached to the front end of the shank rod 15 inserted into the hitting portion 14 are installed in parallel in the carriage 10. Adjacent bits 16 are arranged so as to be displaced back and forth with respect to each other, an interval p at the center of the down-the-hole drill D is smaller than a bit diameter d, and the shank rod 15 is a rod in which an insertion hole 24 is provided at this interval p. Guide 25
The space is maintained by being inserted into. In the punching machine of the present embodiment, the arrangement of the bit 16 makes it possible to punch holes continuous in the lateral direction.

【0013】従って、切羽7の周縁8に周壁9と平行に
連続孔を穿孔することができ、切羽7の周縁8に連続的
なスリットを穿設すれば、低爆薬発破や無発破による掘
削が可能となり、環境対策上発破が制限されるような現
場でも能率的な掘削を行うことができる。
Therefore, it is possible to form a continuous hole in the peripheral edge 8 of the cutting face 7 in parallel with the peripheral wall 9, and if a continuous slit is formed in the peripheral edge 8 of the cutting face 7, excavation by low explosive blasting or non-blasting can be performed. It becomes possible, and efficient excavation can be performed even at sites where blasting is limited due to environmental measures.

【0014】[0014]

【発明の効果】以上説明したように、本発明の穿孔機
は、切羽の周縁に周壁と平行に穿孔することができ、所
定の切羽断面の掘削を行うために差し角を付けて穿孔す
る必要がなく、余掘りを少なくして、爆薬の使用量や破
砕した岩石の搬出量や周壁をライニングするコンクリー
ト量を減少して作業効率を向上させ、掘削コストを低減
することができる。
As described above, the perforator of the present invention can perforate a peripheral edge of a face in parallel with a peripheral wall, and it is necessary to perforate a face with a sharp angle in order to excavate a predetermined face section. Therefore, it is possible to reduce the amount of explosives used, the amount of explosives to be carried out, the amount of crushed rocks to be delivered, and the amount of concrete for lining the peripheral wall to improve work efficiency and reduce excavation costs.

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

【図1】本発明の一実施例である穿孔機の全体構成を示
す側面図である。
FIG. 1 is a side view showing an overall configuration of a punching machine which is an embodiment of the present invention.

【図2】本発明の他の実施例である穿孔機の側面図であ
る。
FIG. 2 is a side view of a punching machine according to another embodiment of the present invention.

【図3】穿孔機の平面図である。FIG. 3 is a plan view of a punching machine.

【図4】穿孔機の正面図である。FIG. 4 is a front view of a punching machine.

【図5】図3のA−A線断面図である。5 is a cross-sectional view taken along the line AA of FIG.

【図6】従来の穿孔機の全体構成を示す側面図である。FIG. 6 is a side view showing the overall configuration of a conventional punching machine.

【符号の説明】[Explanation of symbols]

1 台車 2 ブーム 3 ガイドシェル 7 切羽 8 周縁 9 周壁 10 キャリッジ 11 回転部 12 スイベル部 13 ロッド 14 打撃部 15 シャンクロッド 16 ビット 21 回転用モータ 22 伝動部 23 フィード用モータ D ダウンザホールドリル d ビット径 1 bogie 2 boom 3 guide shell 7 face 8 peripheral edge 9 peripheral wall 10 carriage 11 rotating part 12 swivel part 13 rod 14 striking part 15 shank rod 16 bit 21 rotating motor 22 transmission part 23 feed motor D down the hole drill d bit diameter

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ガイドシェル上に前後進可能に搭載され
たキャリッジに、外径をビット径以下とし、付属部を後
端部に配設したダウンザホールドリルを、付属部がキャ
リッジ側となるよう設置した穿孔機。
1. A down-the-hole drill having an outer diameter less than or equal to a bit diameter and an attachment portion disposed at a rear end portion is installed on a carriage mounted on a guide shell so that the attachment portion is on the carriage side. Drilling machine.
JP9667694A 1994-05-10 1994-05-10 Perforator Pending JPH07301085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9667694A JPH07301085A (en) 1994-05-10 1994-05-10 Perforator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9667694A JPH07301085A (en) 1994-05-10 1994-05-10 Perforator

Publications (1)

Publication Number Publication Date
JPH07301085A true JPH07301085A (en) 1995-11-14

Family

ID=14171407

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9667694A Pending JPH07301085A (en) 1994-05-10 1994-05-10 Perforator

Country Status (1)

Country Link
JP (1) JPH07301085A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015121044A (en) * 2013-12-24 2015-07-02 清水建設株式会社 Offset device for rock drill, and rock drill comprising the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015121044A (en) * 2013-12-24 2015-07-02 清水建設株式会社 Offset device for rock drill, and rock drill comprising the same

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