JPH03172494A - Continuous drilling method and device therefor - Google Patents

Continuous drilling method and device therefor

Info

Publication number
JPH03172494A
JPH03172494A JP31150589A JP31150589A JPH03172494A JP H03172494 A JPH03172494 A JP H03172494A JP 31150589 A JP31150589 A JP 31150589A JP 31150589 A JP31150589 A JP 31150589A JP H03172494 A JPH03172494 A JP H03172494A
Authority
JP
Japan
Prior art keywords
rod
guide pipe
drilling
guide
pipe
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
JP31150589A
Other languages
Japanese (ja)
Other versions
JP2915029B2 (en
Inventor
Sumitaka Saito
純孝 斉藤
Kenji Yanagida
柳田 研二
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.)
HIRADO KINZOKU KOGYO KK
MATSUDA ASUTETSUKU KK
Original Assignee
HIRADO KINZOKU KOGYO KK
MATSUDA ASUTETSUKU 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 HIRADO KINZOKU KOGYO KK, MATSUDA ASUTETSUKU KK filed Critical HIRADO KINZOKU KOGYO KK
Priority to JP31150589A priority Critical patent/JP2915029B2/en
Publication of JPH03172494A publication Critical patent/JPH03172494A/en
Application granted granted Critical
Publication of JP2915029B2 publication Critical patent/JP2915029B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To facilitate the continuous drilling of an annular hole or a slotted groove by making crush depth less than the strike rebound quantity of a rod, then feeding a drilling machine laterally and continuously in the right-angled direction to the axis of the rod during its rebound, and repeating this operation. CONSTITUTION:A continuous drilling device is formed of a travel device 1, a boom mechanism 4, a supporting base 13, a guide cell 20, a guide pipe rotating shift device 30, a guide pipe 40, a drilling machine 50, and the like. The device 1 is driven to place the pipe 40 horizontally and in the state of facing the reference hole of a rock-bed R, and advance the cell 20 to press a foot pad 21 to the rock-bed R. The pipe 40 is then moved forward to bring a pit 52 into contact with the rock-bed R and strike/rotate a rod 51. The crushed quantity crushed by the pit 52 is to be less than the rebound quantity of the rod 51, and during the receding action of the pit 51, the pipe 40 is rotated to turn the rod 51. Repeating this, an annular hole H, for instance, can be drilled continuously. Continuous drilling can be thus performed easily.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は連続さく孔方法および連続さく孔装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a continuous drilling method and a continuous drilling device.

(従来の技術と発明が解決しようとする課題)従来、例
えば、岩盤にトンネル穴等を穿設するには、さく孔機で
大径の中心穴を穿設するとともに、この中心穴のまわり
に適当な間隔をおいて小径穴を設け、その小径穴にダイ
ナマイト等の火薬をセットし、これらを外方に向かって
順次爆発させることにより内方に破砕して行く方法があ
る。
(Problems to be Solved by Prior Art and the Invention) Conventionally, for example, in order to drill a tunnel hole in rock, a large-diameter center hole is drilled with a drilling machine, and a hole is drilled around the center hole. There is a method in which small-diameter holes are provided at appropriate intervals, explosives such as dynamite are set in the small-diameter holes, and explosives such as dynamite are sequentially exploded outward to crush them inward.

しかし、このように火薬を用いて穿設すると、爆発時の
衝撃で岩盤に影響を及ぼし、場合によっては落盤のおそ
れが生じる。また、前記火薬は取り扱う上で非常に危険
であるため、その保管方法とともに法規制されており、
簡単に使用するわけには行かない。さらに、付近に住居
等がある場合に住民に不安を与えることになるとともに
、発破による振動が発生するため、火薬を使用しないで
さく孔するのが好ましい。
However, if explosives are used to drill holes in this way, the impact of the explosion will affect the rock, and in some cases, there is a risk of cave-ins. In addition, since the gunpowder is extremely dangerous to handle, there are legal regulations on how to store it.
It's not easy to use. Furthermore, if there are residences nearby, this will cause anxiety to residents, and vibrations will be generated due to the blasting, so it is preferable to drill the hole without using explosives.

火薬を使用しないさく孔方法として、複数のさく岩槻を
備えたさく孔装置で、所定径、所定深さの穴を同時に複
数個穿設し、基準穴である中心穴の外周部に設けた小径
穴に楔等を押し込んで、順次、前記基準穴に向かって岩
盤を破砕してゆく方法がある。この方法では、前述のよ
うに火薬を使用しないため、前記問題は解決される。
As a drilling method that does not use explosives, multiple holes of a predetermined diameter and depth are simultaneously drilled using a drilling device equipped with multiple rock drills. There is a method of pushing a wedge or the like into the hole and sequentially crushing the rock toward the reference hole. This method does not use gunpowder as described above, so the above problem is solved.

しかしなから、このようなさく孔装置では、さく孔に大
きな力を必要とするため、油圧系統など機械自体が大型
化し、非常に高価なものになるという問題を有する。
However, such a hole-drilling device requires a large amount of force to drill a hole, so the machine itself, including the hydraulic system, becomes large and very expensive.

これを繰り返すことにより所定深さの環状連続孔をさく
孔するようにしてもよい。
By repeating this process, an annular continuous hole of a predetermined depth may be bored.

さらに、連続さく孔装置として、走行装置に設けたブー
ム機構の先端部に前後進可能に設けたガイドセルと、該
ガイドセルにセントラライザおよびガイドパイプ公転・
移動装置により前後進および回転可能に配設したガイド
パイプと、該ガイドパイプの後端部に本体部が取り付け
られ、かつ、そのロッドが前記ガイドパイプの両側部の
ガイドパイプの中心から偏心した位置に摺動かつ回転自
在に保持され、ビットの破砕深さをロッドの打撃跳ね返
り全以下としたさく孔機とを備えた構成とするものであ
る。
Furthermore, as a continuous drilling device, a guide cell is provided at the tip of a boom mechanism provided on a traveling device so as to be able to move forward and backward, and a centralizer and a guide pipe revolve around the guide cell.
A guide pipe arranged to be movable forward and backward and rotatable by a moving device, a main body attached to the rear end of the guide pipe, and the rod thereof is located eccentrically from the center of the guide pipe on both sides of the guide pipe. The drill is slidably and rotatably held by the rod, and has a hole drilling machine whose crushing depth of the bit is less than the full impact rebound of the rod.

(作用) 第1の発明によれば、ビットによる破砕深さをロッドの
打撃跳ね返り全以下とし、ロッドの跳ね返り中にさく孔
機を横送りし、これを繰り返すため、岩盤等に連続さく
孔を容易に得ることかできる。
(Function) According to the first invention, the depth of crushing by the bit is set to be less than the full impact rebound of the rod, the drilling machine is fed laterally during the rebound of the rod, and this is repeated, so that continuous drilling is performed in rock, etc. You can easily get it.

また、第2および第3の発明によれば、横送りそこで、
本発明者らは、岩盤の中心部に環状穴あるいは所定間隔
て長溝をさく孔し、この環状穴あるいは長溝、およびそ
のまわりの小径穴に楔等を押し込めば、環状穴の中央部
あるいは長溝の間、およびその周囲の小径穴との間を火
薬を使用せずに無発破工法で破砕できることを見出した
Further, according to the second and third inventions, in the cross-feeding,
The present inventors have discovered that by drilling an annular hole or long grooves at predetermined intervals in the center of the rock, and pushing a wedge or the like into the annular hole or long groove, and the small diameter holes around it, the central part of the annular hole or the long groove can be It was discovered that it is possible to fracture the gap between the hole and the surrounding small-diameter hole using a non-blasting method without using explosives.

本発明は前記知見に基づいてなされたもので、その目的
とするところは、前述の環状穴あるいは長溝を連続して
さく孔することのできる連続さく孔方法およびその装置
を提供することにある。
The present invention has been made based on the above findings, and an object thereof is to provide a continuous drilling method and apparatus that can continuously drill the above-mentioned annular holes or long grooves.

(課題を解決するための手段) 本発明は前記目的を達成するためになされたもので、そ
のさく孔方法は、先端にビットを備えたロッドを打撃お
よび回転させて岩盤等を破砕するにあたり、前記破砕深
さをロットの打撃跳ね返り全以下とし、ロッドの跳ね返
り中にロッドと一緒にさく孔機をその軸線に対しC直角
方向に連続的に横送りさ已゛、これを繰り返すことによ
り所定深さの連続孔をさく孔するものである。
(Means for Solving the Problems) The present invention has been made to achieve the above-mentioned object, and its drilling method includes crushing rock etc. by hitting and rotating a rod equipped with a bit at the tip. The above-mentioned crushing depth is set to be less than the full impact rebound of the rod, and while the rod is rebounding, the drilling machine is continuously fed horizontally along with the rod in the direction C perpendicular to its axis.By repeating this, a predetermined depth is obtained. It is used to drill continuous holes.

また、前記ロッドをさく孔機とともに公転させ、をさく
孔機の公転運動で行うため、環状穴を連続して容易に得
ることができる。
Further, since the rod is caused to revolve together with the drilling machine, and this is performed by the revolution movement of the drilling machine, continuous annular holes can be easily obtained.

(実施例) つぎに、本発明に係る連続さく孔方法およびその装置の
一実施例を添付図面にしたがって説明する。
(Example) Next, an example of the continuous drilling method and apparatus according to the present invention will be described with reference to the accompanying drawings.

第1図は、環状溝を連続してさく孔する連続さく孔装置
を示し、大略、走行装置1、ブート機構4、支持台13
、ガイドセル20、ガイドパイプ公転・移動装置30、
ガイ)ぐパイプ40、さく孔機50から構成されている
FIG. 1 shows a continuous drilling device for continuously drilling annular grooves, which roughly consists of a traveling device 1, a boot mechanism 4, and a support base 13.
, guide cell 20, guide pipe revolution/movement device 30,
It consists of a guide pipe 40 and a drilling machine 50.

走行装置1は、従来周知のように、前後進および旋回可
能なもので、後方に油圧発生装置2を備えるとともに、
前方にブーム機構4を備えている。
As is conventionally known, the traveling device 1 is capable of moving forward and backward and turning, and is equipped with a hydraulic pressure generating device 2 at the rear.
A boom mechanism 4 is provided at the front.

なお、3は油圧制御弁である。Note that 3 is a hydraulic control valve.

前記ブーム機構4は、後端部を走行装置1に自在に取り
付けたブーム5と、該ブーl、5の下面と走行装置1と
の間に取り付け、ブーム5の先端を上下する第1油圧シ
リンダ6と、ブーム5の側面を走行装置1との間に取り
付け、ブーム5の先端を左右に揺動する第2油圧シリン
タフとからなる。
The boom mechanism 4 includes a boom 5 whose rear end is freely attached to the traveling device 1, and a first hydraulic cylinder that is attached between the lower surface of the boom 5 and the traveling device 1 and moves the tip of the boom 5 up and down. 6, and a second hydraulic cylinder tuff attached to the side surface of the boom 5 between the traveling device 1 and swinging the tip of the boom 5 from side to side.

そして、ブーム5の先端にピン8により支持台13か回
動自在に取すイ旧すられている。
A support base 13 is rotatably attached to the tip of the boom 5 by means of a pin 8.

また、前記ブーム5の前記ピン8より後方にはピン9を
中心に回動するU字状のリンク10か設けられ、このリ
ンク10の先端は前記支持台13にピン11により回動
自在に連結されるとともに、このピン11には一端を走
行装置1に取り付けた第3油圧ンリンダ12か連結され
、この第3浦圧シリンタ12により支持台13は」皿上
に傾動可能となっている。
Further, a U-shaped link 10 that rotates around a pin 9 is provided behind the pin 8 of the boom 5, and the tip of this link 10 is rotatably connected to the support base 13 by a pin 11. At the same time, a third hydraulic cylinder 12 whose one end is attached to the traveling device 1 is connected to this pin 11, and the third hydraulic cylinder 12 allows the support base 13 to be tilted above the plate.

前記支持台13は、側部(図面上裏側)に突出部を有し
、前記ブーム5にピン8で枢支される支持台本体14と
、前記突出部の両側に下記するガイドセル20を摺動自
在に保持する第1.第2保持台]!5a、+!5bとか
らなり、両保持台15a。
The support stand 13 has a protrusion on the side (on the back side in the drawing), and has a support stand main body 14 that is pivoted to the boom 5 with a pin 8, and a guide cell 20, which will be described below, sliding on both sides of the protrusion. The first is to hold it freely. Second holding table]! 5a, +! 5b, and both holding stands 15a.

15bを連結する連結部材16が前記突出部に設けた図
示しない垂直軸に回動自在に取りイ」けられている。
A connecting member 16 for connecting the parts 15b is rotatably mounted on a vertical shaft (not shown) provided in the protrusion.

また、前記第1保持台15aの側方と支持台本おり、一
方、前記保持部32は、第4図に示すように、略四角形
状の枠体33からなり、その両側には下記するカイトパ
イプ40を回転自在に保持するガイドローラ34a、3
/lbを備え、かつ、内部にはガイドパイプ前後進用伝
達ローラ35a35bを備えている。また、スライドベ
ット31の一側にはガイドパイプ回転用油圧モータ36
を有する。
In addition, the side of the first holding stand 15a and the supporting stand are provided, and the holding part 32, as shown in FIG. Guide rollers 34a, 3 that rotatably hold 40
/lb, and a transmission roller 35a35b for moving the guide pipe forward and backward is provided inside. Also, on one side of the slide bed 31 is a hydraulic motor 36 for rotating the guide pipe.
has.

前記カイトバイブ40は、前述のようにセントラライザ
22のガイトローラ24と前記保持部32のガイドロー
ラ34a、371bとて両端部を回転自在に保持される
円筒体からなり、その両端部に下記するさく孔機50の
ロッド51を保持するカイF部45a、451〕を有す
る。
As described above, the kite vibe 40 is made of a cylindrical body whose both ends are rotatably held by the guide roller 24 of the centralizer 22 and the guide rollers 34a, 371b of the holding section 32, and has the following holes at both ends. 45a and 451] for holding the rod 51 of the drilling machine 50.

また、ガイドパイプ40には、前記前後進用伝達ローラ
35a、35bが外側から当接する2個のフランジ/1
6a、4.6bか設けられるとともに、この両フランツ
46a、46b間には、スプロケ・ソト37が設けられ
、前記油圧モータ36のスプロケノ[37との間に張設
されたローラチゴーーン48体13とには第4油圧シリ
ンダ17が、第2保持台1.5 bとガイドセル20の
下面とには前後進用油圧フランジ18かそれぞれ設けら
れ、第4油圧シリンダ17によりガイドセル20を垂直
軸を中心に回動し、前後進用油圧シリング18にてガイ
ドセル20を前後進させるようになっている。
The guide pipe 40 also has two flanges/1 which the forward and backward movement transmission rollers 35a and 35b abut from the outside.
6a, 4.6b, and a sprocket 37 is provided between the two flanges 46a, 46b, and a roller chain 48 body 13 stretched between the sprocket 37 of the hydraulic motor 36. A fourth hydraulic cylinder 17 is provided on the second holding table 1.5b and the lower surface of the guide cell 20, respectively, and a hydraulic flange 18 for forward and backward movement is provided, and the fourth hydraulic cylinder 17 moves the guide cell 20 around the vertical axis. The guide cell 20 is moved forward and backward by a hydraulic cylinder 18 for forward and backward movement.

前記ガイドセル20は、先端にフートバッド21を、ま
た、それよりやや後方にセントラライザ22を備え、該
セントラライザ22には環状のハウジング部23が形成
されるとともに、該)\ウジング部23には下記するカ
イトパイプ40を回転自在に保持する複数個のガイドロ
ーラ24が取りイ」けられている。なお、25は下記す
るスライドベット31の前進を停止するストッパである
The guide cell 20 has a foot pad 21 at the tip and a centralizer 22 slightly rearward thereof.The centralizer 22 has an annular housing portion 23 formed therein, and the housing portion 23 has a A plurality of guide rollers 24 are provided to rotatably hold a kite pipe 40, which will be described below. Note that 25 is a stopper for stopping the advance of the slide bed 31, which will be described below.

前記さく孔機50の公転・移動装置30は、前記ガイド
セル20上に摺動自在に装着したスライドベット31と
保持部32とからなる。
The revolution/movement device 30 of the drilling machine 50 consists of a slide bed 31 and a holding part 32 that are slidably mounted on the guide cell 20.

そして、スライドベット31は前記ガイドセル20に設
けた油圧モータ26により、チェーン27を介しCガイ
ドセル20J−を前後進可能となってによりガイドパイ
プ40は回転可能となっている。
The slide bed 31 is enabled to move forward and backward in the C guide cell 20J- via a chain 27 by a hydraulic motor 26 provided in the guide cell 20, thereby making the guide pipe 40 rotatable.

前記さく孔機50は、従来周知の油圧式のもので、ロッ
ド51を打撃1回転させるもので、さく孔R50の本体
50aはガイドパイプ40と一体の取付台49に固定さ
れ、そのロノF’ 51は前記ガイドパイプ40のガイ
ド部45a+  45bに(?1動かつ進退自在に保持
されている。52はロット51の先端に取りイ」けたビ
ットで、このビット52の一部は、第3図に2点鎖線で
示すように、前記ガイドパイプ40の外側にはみ出るよ
うになっている。 53はさく孔機50に油圧を供給す
る公知のスイヘルジョイントで、前記カイトセル20上
をさく孔機50とともに前後進するようになっている。
The drilling machine 50 is of a conventionally well-known hydraulic type, and is designed to rotate a rod 51 once per impact.The main body 50a of the drilling R50 is fixed to a mounting base 49 integrated with the guide pipe 40, Reference numeral 51 is held in the guide portions 45a+45b of the guide pipe 40 so that it can move forward and backward freely. 52 is a bit that is inserted at the tip of the rod 51, and a part of this bit 52 is shown in FIG. As shown by the two-dot chain line, it protrudes outside the guide pipe 40. 53 is a known swivel joint that supplies hydraulic pressure to the drilling machine 50, and the drilling machine 50 moves over the kite cell 20. It is designed to move forward and backward.

なお、スイへルジジイント53の中心線は、ガイ1−パ
イプ40の中心線と一致しCいる。
Note that the center line of the swing point 53 coincides with the center line of the guy 1-pipe 40.

そして、前記各油圧シリンタロ、7. l 2.17゜
18、油圧モータ26,36等は、前記油圧制御弁3を
介して油圧ホース(束)54て油圧発生装置2に連通し
、その油圧によりそれぞれを駆動するものである。
and each of the hydraulic cylinders;7. The hydraulic motors 26, 36, etc. are connected to the hydraulic pressure generator 2 through the hydraulic control valve 3 and a hydraulic hose (bundle) 54, and are driven by the hydraulic pressure.

]0 つぎに、前記構成からなる連続さく孔装置を用い−C岩
盤Rに環状講をさく孔する方法について説明する。
]0 Next, a method of drilling a circular hole in the -C rock mass R using the continuous drilling device having the above-mentioned configuration will be described.

まず、走行装置1を駆動するとともに、第1〜第3油圧
ンリンタ6,7.12によりブーム5を駆動してガイド
パイプ40を水平状態とし、かつ、第4油圧シリング1
7により岩盤Rの基準穴を設ける位置に対向させる。
First, while driving the traveling device 1, the boom 5 is driven by the first to third hydraulic cylinders 6, 7.12 to bring the guide pipe 40 into a horizontal state, and the fourth hydraulic cylinder 1
7 to face the position of the rock R where the reference hole is to be provided.

そして、前記前後進用油圧ンリンタ18を駆動してガイ
ドセル20を前進させてフートパッド21をYl盤Rに
押圧させる。
Then, the hydraulic linter 18 for forward and backward movement is driven to move the guide cell 20 forward and press the foot pad 21 against the Yl board R.

続いて、前記泪]圧モータ26によりスライドヘット3
1を介してガイドパイプ40を前進させ、さく孔機50
のビット52を岩盤Rに当接さぜ、従来同様、さく孔機
50を駆動してロット51を打撃9回転させることによ
りさく孔する。
Subsequently, the slide head 3 is moved by the pressure motor 26.
The guide pipe 40 is advanced through the hole drilling machine 50.
The bit 52 is brought into contact with the rock R, and a hole is drilled by driving the drilling machine 50 and rotating the lot 51 nine times as in the conventional manner.

また、前記さく孔機50の駆動とともに、油圧モータ3
6を微少回転することにより、ガイドパイプ40を回転
させ、さく孔機50を公転させる。
In addition to driving the drilling machine 50, the hydraulic motor 3
By slightly rotating the guide pipe 6, the guide pipe 40 is rotated, and the drilling machine 50 is caused to revolve.

この場合、前記さく孔機50のビy l・52はピスト
ンの打撃により岩盤Iくを破砕し、その後、跳ね返る(
後退する)が、その破砕量は跳ね返りIn以下として、
ビット52の後退中にカイトパイプ40を回転、つまり
ロッド51を公転させるようになっている。
In this case, the drill 52 of the drilling machine 50 crushes the rock by the impact of the piston, and then rebounds (
), but the amount of crushing is less than rebound In,
While the bit 52 is retracting, the kite pipe 40 is rotated, that is, the rod 51 is caused to revolve.

このようにして、ビット52により”63 M r<に
所定深さの環状穴I(が形成されるき、M1+圧モータ
26により前進させ、前記環状穴1−1を順次深くさく
孔する。
In this way, an annular hole I (with a predetermined depth of 63 Mr.

環状穴Hが深くなるにつれて、ガイドパイプ4゜も前進
するか、前述のように、ビット52の一部はガイドパイ
プ40の外方に位置しているため、カイトパイプ40は
環状穴■4内に突入した状態でさく孔が継続される。
As the annular hole H becomes deeper, the guide pipe 4 degrees also moves forward, or as mentioned above, since a part of the bit 52 is located outside the guide pipe 40, the kite pipe 40 moves inside the annular hole ■4. Drilling continues in this state.

このように、ロッド51の先端部は常にガイドパイプ4
0のガイド部45で支持されるため、深い環状穴I(を
ロッド5Iを損傷することなく連続してさく孔すること
ができる。
In this way, the tip of the rod 51 is always connected to the guide pipe 4.
Since the rod 5I is supported by the guide portion 45 of 0, deep annular holes I can be continuously drilled without damaging the rod 5I.

なお、前記実施例では、ガイドパイプ4oに1台のさく
孔機50を設けたが、複数のさく孔機を同心円上に適当
間隔をおいて設けることにより、さらにさく孔能率を向
上さゼることかできる。
In the above embodiment, one drilling machine 50 was installed in the guide pipe 4o, but the drilling efficiency can be further improved by providing a plurality of drilling machines concentrically at appropriate intervals. I can do it.

また、前記実施例においては、岩盤R等に環状穴14を
連続さく孔により設ける場合について説明したか、岩盤
Rに長溝を連続さく孔する場合は、ガイドパイプ40の
前方に十分に突出するロッド51を用い、ガイドセル2
0をわずかに後退させて、フートパッド21を岩盤Rか
ら離すとともに、ビット52の破砕深さを引ソド51の
打撃跳ね返り量以下とし、ガイドパイプ4oを回転させ
ないでロッド51と一緒にさく孔850を軸線に対して
直角方向に連続的に横送りさせることにより所定深さの
長溝を連続的にさく孔することができる。
In addition, in the above embodiment, the annular hole 14 is continuously drilled in the rock R, etc., or when long grooves are continuously drilled in the rock R, the guide pipe 40 has a rod that protrudes sufficiently in front of the guide pipe 40. 51, guide cell 2
0 is slightly retracted to separate the foot pad 21 from the rock R, and at the same time, the crushing depth of the bit 52 is set to be less than the amount of rebound of the impact of the pulling rod 51, and the hole 850 is drilled together with the rod 51 without rotating the guide pipe 4o. By continuously transversely feeding in a direction perpendicular to the axis, long grooves of a predetermined depth can be continuously drilled.

(発明の効果) 以」二の説明で明らかなように、本発明に係る連続さく
孔方法を用いれば、連続的に所定深さの穴をさく孔する
ことができ、環状穴あるいは長溝、およびそのまわりの
小径穴に楔等を押し込んで、中央部あるいは長溝間、お
よびその周囲の小径穴との間を無発破方法で破砕するこ
とかできる。
(Effects of the Invention) As is clear from the explanation below, by using the continuous drilling method according to the present invention, it is possible to continuously drill holes of a predetermined depth, and it is possible to continuously drill holes of a predetermined depth. By pushing a wedge or the like into a small diameter hole around it, it is possible to crush the center or between the long grooves and the surrounding small diameter holes without blasting.

また、本発明に係る連続さく孔装置は、従来のさく孔装
置に、ガイドパイプとガイドパイプ公転・移動装置を加
えたたけの簡単な構造で、安価に製作することができる
Further, the continuous drilling device according to the present invention has a simple structure that consists of adding a guide pipe and a guide pipe revolution/movement device to a conventional drilling device, and can be manufactured at low cost.

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

第1図は本発明に係る連続さく孔装置の側面図、第2図
は第1図の要部拡大図、第3図はガイドパイプの正面図
、第4図はガイドパイプ公転・移動装置の断面図で、第
5図は第4図の一部断面側面図である。 1・・・走行装置、4・・・ブーム機構、13・・・支
持台、+58.+5b・・・保持台、20・・ガイドセ
ル、22・・・セントラライザ、24・・ガイドローラ
、26.36・・・油圧モータ、30・・・ガイドパイ
プ公転・移動装置、31・・スライドベット、40・・
・ガイドパイプ、50・・・さく孔機、5I・・・ロッ
ド、52・・・ビット、53・・・スイベルジヨイント
、l−1・・環状穴、R・・・岩盤。
Fig. 1 is a side view of the continuous drilling device according to the present invention, Fig. 2 is an enlarged view of the main part of Fig. 1, Fig. 3 is a front view of the guide pipe, and Fig. 4 is a diagram of the guide pipe revolution and movement device. 5 is a partially sectional side view of FIG. 4. FIG. 1... Traveling device, 4... Boom mechanism, 13... Support stand, +58. +5b...Holding stand, 20...Guide cell, 22...Centralizer, 24...Guide roller, 26.36...Hydraulic motor, 30...Guide pipe revolution/movement device, 31...Slide Bet, 40...
- Guide pipe, 50... Drilling machine, 5I... Rod, 52... Bit, 53... Swivel joint, l-1... Annular hole, R... Rock mass.

Claims (3)

【特許請求の範囲】[Claims] (1)先端にビットを備えたロッドを打撃および回転さ
せて岩盤等を破砕するにあたり、前記破砕深さをロッド
の打撃跳ね返り量以下とし、ロッドの跳ね返り中にロッ
ドと一緒にさく孔機をその軸線に対して直角方向に連続
的に横送りさせ、これを繰り返すことにより所定深さの
連続孔をさく孔することを特徴とする連続さく孔方法。
(1) When hitting and rotating a rod equipped with a bit at the tip to crush rock, etc., the crushing depth is set to be less than the amount of impact rebound of the rod, and while the rod is rebounding, the drilling machine is moved along with the rod. 1. A continuous hole drilling method, characterized in that a continuous hole of a predetermined depth is drilled by continuously transversely feeding in a direction perpendicular to an axis and repeating this process.
(2)先端にビットを備えたロッドを打撃および回転さ
せて岩盤等を破砕するにあたり、前記破砕深さをロッド
の打撃跳ね返り量以下とし、ロッドの跳ね返り中にロッ
ドと一緒にさく孔機を公転させ、これを繰り返すことに
より所定深さの環状連続孔をさく孔することを特徴とす
る連続さく孔方法。
(2) When hitting and rotating a rod with a bit at the tip to crush rock, etc., the crushing depth is set to be less than the amount of impact rebound of the rod, and the drilling machine revolves with the rod while the rod is rebounding. A continuous hole drilling method characterized by drilling a continuous annular hole of a predetermined depth by repeating this process.
(3)走行装置に設けたブーム機構の先端部に前後進可
能に設けたガイドセルと、該ガイドセルに設けたセント
ラライザおよびガイドパイプ公転・移動装置により前後
進および回転可能に配設したガイドパイプと、該ガイド
パイプの後端部に本体部が取り付けられ、かつ、そのロ
ッドが前記ガイドパイプの両側部のガイドパイプの中心
から偏心した位置に摺動かつ回転自在に保持され、ビッ
トの破砕深さをロッドの打撃跳ね返り量以下としたさく
孔機とを備えたことを特徴とする連続さく孔装置。
(3) A guide cell provided at the tip of the boom mechanism provided on the traveling device so that it can move forward and backward, and a guide that is arranged so that it can move forward and backward and rotate by means of a centralizer and a guide pipe revolution/movement device installed in the guide cell. A main body is attached to a pipe and a rear end of the guide pipe, and its rods are slidably and rotatably held at positions eccentric from the center of the guide pipe on both sides of the guide pipe, and the rods are slidably and rotatably held at positions eccentric from the center of the guide pipe on both sides of the guide pipe. A continuous drilling device characterized by comprising a drilling machine whose depth is equal to or less than the amount of impact rebound of the rod.
JP31150589A 1989-11-30 1989-11-30 Continuous drilling method and continuous drilling device Expired - Lifetime JP2915029B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31150589A JP2915029B2 (en) 1989-11-30 1989-11-30 Continuous drilling method and continuous drilling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31150589A JP2915029B2 (en) 1989-11-30 1989-11-30 Continuous drilling method and continuous drilling device

Publications (2)

Publication Number Publication Date
JPH03172494A true JPH03172494A (en) 1991-07-25
JP2915029B2 JP2915029B2 (en) 1999-07-05

Family

ID=18018044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31150589A Expired - Lifetime JP2915029B2 (en) 1989-11-30 1989-11-30 Continuous drilling method and continuous drilling device

Country Status (1)

Country Link
JP (1) JP2915029B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007144953A1 (en) * 2006-06-15 2007-12-21 Hirado Kinzoku Kogyo Co., Ltd. Device and method for digging cave and pit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007144953A1 (en) * 2006-06-15 2007-12-21 Hirado Kinzoku Kogyo Co., Ltd. Device and method for digging cave and pit

Also Published As

Publication number Publication date
JP2915029B2 (en) 1999-07-05

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