JP2006057362A - Excavating machine - Google Patents

Excavating machine Download PDF

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JP2006057362A
JP2006057362A JP2004241673A JP2004241673A JP2006057362A JP 2006057362 A JP2006057362 A JP 2006057362A JP 2004241673 A JP2004241673 A JP 2004241673A JP 2004241673 A JP2004241673 A JP 2004241673A JP 2006057362 A JP2006057362 A JP 2006057362A
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screw
pipe
tool
sub
ground
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JP4195876B2 (en
Inventor
Kiyousuke Wakasa
匡輔 若狭
Hiroshi Abe
浩 安部
Kazuo Arai
和雄 荒井
Tsutomu Katsuta
力 勝田
Takehiko Suzuki
毅彦 鈴木
Shinji Miwa
信二 三和
Hisao Takeuchi
久雄 竹内
Maho Miyahara
万穂 宮原
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Tokyo Gas Co Ltd
Koken Boring Machine Co Ltd
Kanpai Co Ltd
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Tokyo Gas Co Ltd
Koken Boring Machine Co Ltd
Kanpai Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an excavating machine to insert and draw out a pipe against the ground and capable of connecting a pipe with different right and left screw kinds. <P>SOLUTION: A right hand screw connection part 4d is provided in a hammer sub 4 forming the rotation transmitting shaft of the drill head 2. A master coupling 9 at the rear end of the inner tool 10 is connectedly screwed by the right hand screw connection part 4d. A left hand screw connection part 5c is provided in the rod sub 5 forming a rotary transmission shaft of the swivel 3. The rod sub of the outer tool is connectedly screwed with the right screw in the left hand screw connection part 5c. Hence, the excavating machine 1 can connect a pipe in spite of disagreement of the right and left kinds of screw even in the right or left hand connection. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、地盤に対し管を貫入及び引抜き可能な掘削装置に関する。   The present invention relates to an excavator capable of penetrating and extracting a pipe from the ground.

本出願人は、地下水を集める集水管、地盤に水を浸透させる排水管、地盤汚染回復用の薬液注入管など各種の管の敷設を、非開削で且つ発進側からのみの片押し推進で行うのに好適な管の敷設工法を提案している(特願2003−21111)。   The present applicant lays various pipes such as a water collecting pipe that collects groundwater, a drain pipe that allows water to permeate the ground, and a chemical injection pipe for recovering ground contamination by non-cutting and pushing only from the start side. A pipe laying method suitable for this is proposed (Japanese Patent Application No. 2003-21111).

この敷設工法は、掘削流体の通路を設けた内管を有し、ドリルヘッドによる打撃と回転を受けて掘進方向に前進するインナツールと、外管の掘進方向前端部にアウタビットを取付けたアウタツールとを用いて、アウタツールにインナツールを突き当てて、打撃を伴う片押し推進により地盤を推進する二重管掘削を基本としている。こうした二重管掘削により、地盤の所定位置まで推進させると、インナツールを抜管し、敷設用の管と入れ替える。そして、アウタツールを地盤から抜去することで、敷設用の管が地盤に敷設されることになる。   This laying method has an inner pipe provided with a passage for drilling fluid, an inner tool that moves forward in the digging direction under impact and rotation by a drill head, and an outer tool that has an outer bit attached to the front end of the outer pipe in the digging direction This is based on double-pipe excavation in which the inner tool is abutted against the outer tool and the ground is propelled by one-push propulsion with impact. When propelled to a predetermined position on the ground by such double pipe excavation, the inner tool is extracted and replaced with a laying pipe. And the pipe | tube for laying is laid in the ground by removing an outer tool from the ground.

ところで、この敷設工法で用いるインナツールは、内管が複数の管を左ねじで相互に連結して構成されている。したがって、インナツールの後端部は、回転力・打撃力を発生するドリルヘッドのハンマーサブに接続したスイベルのロッドサブに対して、左ねじにて接続される。よって、地盤に対する掘進時には、左ねじが締まる方向である左回転により駆動される。   By the way, in the inner tool used in this laying method, the inner pipe is constituted by connecting a plurality of pipes to each other with a left screw. Therefore, the rear end portion of the inner tool is connected to the rod sub of the swivel connected to the hammer sub of the drill head that generates a rotational force and a striking force with a left screw. Therefore, when excavating the ground, it is driven by left rotation, which is the direction in which the left screw is tightened.

一方、アウタツールは、外管が複数の管を右ねじで相互に連結して構成されている。したがって、敷設用の管を地盤に残してアウタツールを地盤から抜去する際に、アウタツールの後端部が右ねじ接続であるため、左ねじ接続のロッドサブに対し接続できないという問題がある。アウタツールはその長手方向にわたって地盤の土圧を受けているため、ドリルヘッドの回転力を付与することができれば、スムーズに地盤から抜去することが可能であり、こうした施工時間の短縮の観点からは、回転力を付与してアウタツールを抜去できるようにする必要がある。   On the other hand, the outer tool is configured such that an outer tube connects a plurality of tubes to each other with a right screw. Therefore, when the outer tool is removed from the ground while leaving the laying pipe on the ground, there is a problem that the rear end of the outer tool is a right-hand thread connection, so that it cannot be connected to the left-threaded rod sub. Since the outer tool receives the earth pressure of the ground over its longitudinal direction, it can be removed smoothly from the ground if the rotational force of the drill head can be applied. From the viewpoint of shortening the construction time, It is necessary to apply a rotational force so that the outer tool can be removed.

以上のような左右のねじ種の不一致の解決策としては、右ねじ接続のロッドサブを有するスイベルや、右ねじ接続のハンマーサブを有するドリルヘッドをアウタツールの抜管専用として別途用意して、掘進時に用いた左ねじ接続のものと掘削現場で交換することが考えられる。しかしながら、これでは一度の工事に複数のドリルヘッドやスイベルが必要であるため、施工コストが嵩んでしまう問題がある。また、掘削現場でスイベルやドリルヘッドを解体し、右ねじ接続のロッドサブやハンマーサブに交換するのは実際には困難であり、これも現実的に有効な解決策とはなりえない。   As a solution to the discrepancy between the left and right thread types as described above, a swivel with a right-threaded rod sub and a drill head with a right-threaded hammer sub are separately prepared exclusively for outer tool tube extraction. It is possible to replace it with the one with the left-handed screw used at the excavation site. However, since this requires a plurality of drill heads and swivels for one construction, there is a problem that the construction cost increases. In addition, it is actually difficult to disassemble the swivel or drill head at the excavation site and replace it with a rod sub or hammer sub with a right-hand thread connection, and this cannot be a practically effective solution.

以上のような従来技術を背景になされたのが本発明であり、その目的は、左右のねじ種に不一致がある管を連結可能な掘削装置の提供にある。   The present invention has been made against the background of the prior art as described above, and an object of the present invention is to provide a drilling device capable of connecting pipes having mismatched screw types on the left and right.

前記目的を達成すべく本発明は、複数本の管をねじ接続した連結管を回転伝達軸に対しねじ接続し、該連結管を回転させつつ地盤に対し貫入及び引抜き可能とした掘削装置について、回転伝達軸に、複数本の管を右ねじ接続した連結管を接続する右ねじ連結部と、複数本の管を左ねじ接続した連結管を接続する左ねじ連結部と、を設け、回転伝達軸の前記何れかの連結部に接続する前記連結管の左右のねじ種の螺合方向と合致する回転方向で、当該連結管を回転させつつ地盤に対し貫入及び引抜き可能とした、ことを特徴とする掘削装置を提供するものである。   In order to achieve the above object, the present invention relates to a drilling device in which a connecting pipe in which a plurality of pipes are screw-connected is screw-connected to a rotation transmission shaft, and the connecting pipe can be rotated and penetrated into and extracted from the ground. A rotation transmission shaft is provided with a right-hand thread coupling portion for connecting a connection pipe in which a plurality of pipes are connected with a right-hand thread, and a left-hand thread connection portion for connecting a connection pipe in which a plurality of pipes are connected with a left-hand screw. It is possible to penetrate and withdraw from the ground while rotating the connecting tube in a rotation direction that matches the screwing direction of the left and right thread types of the connecting tube connected to any of the connecting portions of the shaft. The drilling rig is provided.

この掘削装置によれば、回転伝達軸に右ねじ連結部と左ねじ連結部とを設け、そのうちの何れかの連結部に接続する連結管の左右のねじ種の螺合方向と合致する回転方向で、連結管を回転させながら、地盤に対する貫入と引抜きできるようになっている。このため、左右のねじ種の不一致を超えて、接続対象とする連結管が右ねじ接続でも左ねじ接続でも連結可能であるから、右ねじ接続専用や左ねじ接続専用の掘削装置は不要であり、また掘削現場での回転伝達軸の交換作業も一切不要である。   According to this excavator, the rotation transmission shaft is provided with a right-screw coupling portion and a left-screw coupling portion, and the rotation direction matches the screwing direction of the left and right thread types of the coupling pipe connected to any of the coupling portions. Then, while rotating the connecting pipe, it can be penetrated into and extracted from the ground. For this reason, beyond the mismatch between the left and right thread types, the connecting pipe to be connected can be connected with either a right-handed screw connection or a left-handed screw connection. Also, there is no need to replace the rotation transmission shaft at the excavation site.

本発明の掘削装置は、このように、連結管ごとの左右のねじ種の不一致を解消できることを特徴とする。このため、掘削装置の具体例としては、ドリルヘッド、スイベル、ドリルヘッドとスイベルの双方、の何れとしても構成することが可能であり、またドリルヘッドやスイベルの種類を問わず適用できる。したがって、回転伝達軸の具体的形態も、本発明の掘削装置として構成されるドリルヘッドやスイベルなどに応じて構成される。また、ドリルヘッドは、回転力だけを連結管に与えるものでも、回転力と打撃力を連結管に与えるものであっても、何れについても適用できる。   As described above, the excavator of the present invention is characterized in that the mismatch between the right and left screw types for each connecting pipe can be eliminated. For this reason, as a specific example of a drilling device, it can be configured as any of a drill head, a swivel, both a drill head and a swivel, and can be applied regardless of the type of drill head or swivel. Therefore, the specific form of the rotation transmission shaft is also configured in accordance with the drill head, swivel or the like configured as the excavator of the present invention. Further, the drill head can be applied to any one that applies only the rotational force to the connecting pipe, or that applies the rotational force and the striking force to the connecting pipe.

前記掘削装置は、回転伝達軸を、外周側の筒状回転軸と、内周側の内側回転軸と、の二つの回転軸で構成できる。この場合、内側回転軸は、筒状回転軸から軸方向で突出する長さとして構成することも、また筒状回転軸から軸方向で突出しない長さとして構成することもできる。このうち後者の場合にはさらに、筒状回転軸の内周面に、内周側回転軸に接続されて回転する前記何れかの連結管の外周面を支持する支持面を設けたものとして構成される。これによれば、内周側回転軸により回転する連結管が筒状回転軸の支持面にて支持されるため、連結管の回転を安定して行える。   In the excavator, the rotation transmission shaft can be constituted by two rotating shafts, a cylindrical rotating shaft on the outer peripheral side and an inner rotating shaft on the inner peripheral side. In this case, the inner rotation shaft can be configured as a length that protrudes in the axial direction from the cylindrical rotation shaft, or can be configured as a length that does not protrude in the axial direction from the cylindrical rotation shaft. In the latter case, the inner peripheral surface of the cylindrical rotating shaft is further provided with a support surface that supports the outer peripheral surface of any one of the connecting pipes connected to the inner peripheral rotating shaft. Is done. According to this, since the connecting pipe rotated by the inner peripheral side rotating shaft is supported by the support surface of the cylindrical rotating shaft, the connecting pipe can be rotated stably.

以上のような本発明の掘削装置に連結可能な連結管は、右ねじ接続又は左ねじ接続であることを除いて、ドリルロッド、ケーシング管などの用途の異同を問わす適用できるものである。すなわち、前述の従来例に本発明の掘削装置を適用すれば、掘削時には左ねじ接続のインナツールを連結可能であり、アウタツールの抜管時には右ねじ接続であるアウタツールを連結可能である。しかしながら、本発明の掘削装置の用途は、これに限られるものではなく、例えば、左ねじ連結部には小径の掘削ツールを接続し、右ねじ連結部には大径の掘削ツールを接続するというように、同じ用途の連結管に使用することもできる。   The connecting pipe connectable to the excavator of the present invention as described above can be applied regardless of the difference in use such as a drill rod and a casing pipe, except that it is a right-handed screw connection or a left-handed screw connection. That is, if the excavator of the present invention is applied to the above-described conventional example, an inner tool connected with a left-hand thread can be connected during excavation, and an outer tool connected with a right-hand screw can be connected when the outer tool is extracted. However, the use of the drilling device of the present invention is not limited to this. For example, a small-diameter drilling tool is connected to the left-screw coupling portion, and a large-diameter drilling tool is connected to the right-screw coupling portion. Thus, it can also be used for connecting pipes of the same application.

本発明の掘削装置によれば、右ねじ、左ねじの種類に拘わらず一台で連結可能な管種を拡大することができるので、右ねじ接続専用や左ねじ接続専用の掘削装置が不要であり、また掘削現場での回転伝達軸の交換作業が一切不要である。よって、施工時間を短縮し、施工コストを低減することができる。   According to the drilling device of the present invention, it is possible to expand the types of pipes that can be connected by one unit regardless of the type of right-handed screw or left-handed screw, so that there is no need for a right-handed screw connection or left-handed screw drilling device. There is no need to replace the rotation transmission shaft at the excavation site. Therefore, construction time can be shortened and construction cost can be reduced.

以下、本発明の一実施形態について図面を参照しつつ説明する。なお、以下の実施形態では、前述の従来例と同一の管の敷設工法への適用例について説明する。すなわち、複数本の管を相互に左ねじ接続したインナツールと、複数本の管を相互に右ねじ接続したアウタツールと、を用いる片押し推進の二重管掘削を基本とし、地盤の所定位置まで推進させたならば、インナツールを抜管し、敷設用の管と入れ替えて、そして、アウタツールを回転させつつ地盤から抜去することで、敷設用の管を地盤に敷設する、という工法である。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In the following embodiment, an application example to the same pipe laying method as the above-described conventional example will be described. That is, based on single-pushing double pipe excavation using an inner tool in which a plurality of pipes are connected to each other with a left screw and an outer tool in which a plurality of pipes are connected to each other with a right screw, a predetermined position on the ground It is a method of laying the pipe for laying on the ground by extracting the inner tool, replacing it with the pipe for laying, and removing it from the ground while rotating the outer tool. .

図1は地盤掘削時の使用状態を示す図であり、本実施形態の掘削装置1は、ロータリパーカッションドリルであるドリルヘッド2と、スイベル3と、を備えている。なお、図示は省略するが、ドリルヘッド2は、ドリルヘッド2に推進力を与える推進装置のガイドセルに沿って移動する基台に固定されている。   FIG. 1 is a diagram showing a use state during ground excavation, and an excavation apparatus 1 according to this embodiment includes a drill head 2 that is a rotary percussion drill, and a swivel 3. In addition, although illustration is abbreviate | omitted, the drill head 2 is being fixed to the base which moves along the guide cell of the propulsion apparatus which gives a thrust to the drill head 2. FIG.

ドリルヘッド2の前端から突出する「回転伝達軸」としてのハンマーサブ4は、ドリルヘッド2による回転力及び打撃力の伝達部分であり、大径部4aと小径部4bとで構成される。大径部4aの外周面には左ねじ連結部4cが形成されており、小径部4bの外周面には右ねじ連結部4dが形成されている。   A hammer sub 4 serving as a “rotation transmission shaft” protruding from the front end of the drill head 2 is a transmission portion for rotational force and striking force by the drill head 2, and includes a large diameter portion 4 a and a small diameter portion 4 b. A left screw coupling portion 4c is formed on the outer circumferential surface of the large diameter portion 4a, and a right screw coupling portion 4d is formed on the outer circumferential surface of the small diameter portion 4b.

スイベル3は、大別して「回転伝達軸」としてのロッドサブ5、スイベルケース6、リテーナ7、後端カバー8で構成される。ロッドサブ5の後端側には、前述したハンマーサブ4の左ねじ連結部4cと回転係合する左ねじ連結部5aが形成される。また、ロッドサブ5の前端側には、筒状部5bが形成される。この筒状部5bの内周面には左ねじ連結部5cが形成される。これらロッドサブ5の前端側と後端側とを区切る隔壁には、貫通孔5dが形成されており、ハンマーサブ4の小径部4bは、ここを通して筒状部5bの内部に突出している。スイベルケース6には、掘削流体の供給口6aが形成されており、掘削流体は、環状通路6bを通じてロッドサブ5の筒状部5bへと流れるようになっている。こうして筒状部5bの内部に流れ込んだ掘削流体は、マスタカップリング9の内部を通じて、その先端に接続したインナツール10に供給される。以上のほか、11はグリースニップル、12はクッションラバーである。   The swivel 3 is roughly composed of a rod sub 5 as a “rotation transmission shaft”, a swivel case 6, a retainer 7, and a rear end cover 8. On the rear end side of the rod sub 5, a left screw connection portion 5 a that is rotationally engaged with the left screw connection portion 4 c of the hammer sub 4 is formed. A cylindrical portion 5 b is formed on the front end side of the rod sub 5. A left screw connecting portion 5c is formed on the inner peripheral surface of the cylindrical portion 5b. A through hole 5d is formed in the partition wall that separates the front end side and the rear end side of the rod sub 5 and the small diameter portion 4b of the hammer sub 4 protrudes into the cylindrical portion 5b through the through hole 5d. The swivel case 6 is provided with a drilling fluid supply port 6a, and the drilling fluid flows to the cylindrical portion 5b of the rod sub 5 through the annular passage 6b. The drilling fluid thus flowing into the cylindrical portion 5 b is supplied to the inner tool 10 connected to the tip of the drilling fluid through the inside of the master coupling 9. In addition to the above, 11 is a grease nipple and 12 is a cushion rubber.

インナツール10の後端部は、マスタカップリング9の前端部に対して左ねじ接続で連結される。マスタカップリング9の後端部には、左ねじ連結部9aが形成されており、前述のロッドサブ5の左ねじ連結部5cに対して螺合により連結される。   The rear end portion of the inner tool 10 is connected to the front end portion of the master coupling 9 by left-hand screw connection. A left screw connecting portion 9a is formed at the rear end portion of the master coupling 9, and is connected to the left screw connecting portion 5c of the rod sub 5 by screwing.

以上のように、インナツール10をマスタカップリング9を介して左ねじ接続で連結した掘削装置1は、ドリルヘッド2が与える左回転の回転力が、ハンマーサブ4、ロッドサブ5によって、マスタカップリング9とインナツール10に与えられる。これによって、インナツール10は、各所における左ねじ接続が緩むことなく、回転掘削が可能となっている。また、打撃力についても、これと同じ経路で伝達されることで、インナツール10による打撃掘削が可能となっている。   As described above, in the excavator 1 in which the inner tool 10 is connected by the left screw connection via the master coupling 9, the counterclockwise rotational force provided by the drill head 2 is controlled by the hammer sub 4 and the rod sub 5. 9 and the inner tool 10. As a result, the inner tool 10 can be rotated and excavated without loosening the left-hand screw connection at various places. Moreover, the impact excavation by the inner tool 10 is possible by transmitting the impact force along the same route.

次に、図2で示すのは、インナツール10による回転打撃掘削を終えてから、インナツール10を引き戻して抜管し、敷設用の管と入れ替えた後に、アウタツール11を地盤から抜去する時の使用状態である。この際には、マスタカップリング9を取り外し、ロッドサブ12を使用する。アウタツール11の後端部は、このロッドサブ12の前端部に対して右ねじ接続で連結される。ロッドサブ12の後端部には、右ねじ連結部12aが形成されており、前述のロッドサブ5の筒状部5bの内部へ突出するハンマーサブ4の小径部4bの右ねじ連結部4dに対して螺合により連結される。   Next, FIG. 2 shows that when the rotary tool excavation by the inner tool 10 is finished, the inner tool 10 is pulled back and extracted, replaced with a laying tube, and then the outer tool 11 is extracted from the ground. It is in use. At this time, the master coupling 9 is removed and the rod sub 12 is used. The rear end portion of the outer tool 11 is coupled to the front end portion of the rod sub 12 with a right-hand thread connection. A right screw coupling portion 12a is formed at the rear end portion of the rod sub 12 and is opposed to the right screw coupling portion 4d of the small diameter portion 4b of the hammer sub 4 protruding into the cylindrical portion 5b of the rod sub 5 described above. They are connected by screwing.

以上のように、アウタツール11をロッドサブ12を介して右ねじ接続で連結した掘削装置1は、ドリルヘッド2が与える右回転の回転力が、ハンマーサブ4によって、ロッドサブ12とアウタツール11に与えられる。これによって、アウタツール11は、各所における右ねじ接続が緩むことなく、大きな土圧を受けていても、回転させつつ地盤からスムーズに引抜くことができるようになる。また、この際には、ロッドサブ12の外周面が、ロッドサブ5の前端側内周面と部分的に当接して支持されるので、ロッドサブ12の回転を安定して行うことが可能である。   As described above, in the excavator 1 in which the outer tool 11 is connected by the right screw connection via the rod sub 12, the rotational force of the right rotation provided by the drill head 2 is applied to the rod sub 12 and the outer tool 11 by the hammer sub 4. It is done. As a result, the outer tool 11 can be smoothly pulled out from the ground while rotating, even if the outer tool 11 is subjected to a large earth pressure without loosening the right-hand screw connection at various places. Further, at this time, since the outer peripheral surface of the rod sub 12 is supported by being partially in contact with the inner peripheral surface of the front end side of the rod sub 5, the rod sub 12 can be stably rotated.

次に、以上の実施形態による掘削装置1の変形例について説明する。   Next, a modification of the excavator 1 according to the above embodiment will be described.

前記実施形態では、インナツール10のマスタカップリング9をロッドサブ5に連結し、アウタツール11のロッドサブ12をハンマーサブ4に連結する例としたが、ロッドサブ5に右ねじ連結部を、ハンマーサブ4に左ねじ連結部を形成して、連結を逆としてもよい。   In the above embodiment, the master coupling 9 of the inner tool 10 is connected to the rod sub 5 and the rod sub 12 of the outer tool 11 is connected to the hammer sub 4. However, a right-screw connecting portion is connected to the rod sub 5 and the hammer sub 4 A left-handed thread connecting portion may be formed on the head and the connection may be reversed.

前記実施形態では、マスタカップリング9とロッドサブ12をアダプタロッドとして用いる例を示したが、インナツール10やアウタツール11を直接連結するようにしてもよい。   In the above embodiment, an example in which the master coupling 9 and the rod sub 12 are used as adapter rods has been described. However, the inner tool 10 and the outer tool 11 may be directly connected.

前記実施形態では、インナツール10とマスタカップリング9でなる「連結管」と、アウタツール11とロッドサブ12でなる「連結管」を例示したが、これらは実施する工法に応じて変更することができる。   In the above embodiment, the “connecting pipe” composed of the inner tool 10 and the master coupling 9 and the “connecting pipe” composed of the outer tool 11 and the rod sub 12 are exemplified, but these may be changed according to the method to be implemented. it can.

前記実施形態では、右ねじ連結部4d、左ねじ連結部5cが双方共に雄ねじであるが、雌ねじとしてもよい。   In the above embodiment, both the right screw connecting portion 4d and the left screw connecting portion 5c are male screws, but may be female screws.

前記実施形態では、ハンマーサブ4の小径部4bを、ロッドサブ5の筒状部5bの内部に位置するようにしているが、筒状部5bよりも軸方向で長く形成することも、また筒状部5bの前端位置と同じ位置となる長さで形成してもよい。   In the above-described embodiment, the small diameter portion 4b of the hammer sub 4 is positioned inside the cylindrical portion 5b of the rod sub 5, but it may be formed longer in the axial direction than the cylindrical portion 5b. You may form in the length used as the same position as the front-end position of the part 5b.

前記実施形態では、ハンマーサブ4の小径部4bに右ねじ連結部4dを形成したが、ロッドサブ5に、小径部4bと同様の突出部を設け、そこに右ねじ連結部を形成してもよい。   In the above embodiment, the right screw connecting portion 4d is formed on the small diameter portion 4b of the hammer sub 4. However, a protrusion similar to the small diameter portion 4b may be provided on the rod sub 5, and the right screw connecting portion may be formed there. .

前記実施形態では、ドリルヘッド2をロータリパーカッションドリルとし、スイベル3をウォータースイベルとして「掘削装置」を構成する例を示したが、他種類のドリルヘッドやスイベルでもよい。   In the above embodiment, an example in which the “drilling device” is configured with the drill head 2 as a rotary percussion drill and the swivel 3 as a water swivel is shown, but other types of drill heads and swivels may be used.

一実施形態による掘削装置の一の使用状態を示す断面図。Sectional drawing which shows one use condition of the excavation apparatus by one Embodiment. 一実施形態による掘削装置の他の使用状態を示す断面図。Sectional drawing which shows the other use condition of the excavation apparatus by one Embodiment.

符号の説明Explanation of symbols

1 掘削装置
2 ドリルヘッド
3 スイベル
4 ハンマーサブ(回転伝達軸)
4a 大径部
4b 小径部
4c 左ねじ連結部
4d 右ねじ連結部
5 ロッドサブ(回転伝達軸)
5a 左ねじ連結部
5b 筒状部
5c 左ねじ連結部
5d 貫通孔
6 スイベルケース
6a 供給口
6b 環状通路
7 リテーナ
8 後端カバー
9 マスタカップリング(連結管)
9a 左ねじ連結部
10 インナツール(連結管)
11 アウタツール(連結管)
12 ロッドサブ(連結管)
12a 右ねじ連結部
1 Drilling Device 2 Drill Head 3 Swivel 4 Hammer Sub (Rotation Transmission Shaft)
4a Large diameter part 4b Small diameter part 4c Left-hand thread connection part 4d Right-hand thread connection part 5 Rod sub (rotation transmission shaft)
5a Left-hand thread connecting part 5b Cylindrical part 5c Left-hand thread connecting part 5d Through hole 6 Swivel case 6a Supply port 6b Annular passage 7 Retainer 8 Rear end cover 9 Master coupling (connecting pipe)
9a Left-hand thread connecting part 10 Inner tool (connecting pipe)
11 Outer tool (connecting pipe)
12 Rod sub (connecting pipe)
12a Right-hand thread connection

Claims (2)

複数本の管をねじ接続した連結管を回転伝達軸に対しねじ接続し、該連結管を回転させつつ地盤に対し貫入及び引抜き可能とした掘削装置において、
回転伝達軸に、複数本の管を右ねじ接続した連結管を接続する右ねじ連結部と、複数本の管を左ねじ接続した連結管を接続する左ねじ連結部と、を設け、回転伝達軸の前記何れかの連結部に接続する前記連結管の左右のねじ種の螺合方向と合致する回転方向で、当該連結管を回転させつつ地盤に対し貫入及び引抜き可能とした、ことを特徴とする掘削装置。
In the excavation apparatus, wherein a connecting pipe in which a plurality of pipes are screw-connected is screw-connected to the rotation transmission shaft, and the connecting pipe can be rotated and penetrated into and extracted from the ground.
A rotation transmission shaft is provided with a right-handed screw connection part for connecting a right-handed connection pipe with a plurality of pipes and a left-handed screw connection part for connecting a left-handed connection pipe with a plurality of pipes. It is possible to penetrate and withdraw from the ground while rotating the connecting pipe in a rotation direction that matches the screwing direction of the left and right thread types of the connecting pipe connected to any of the connecting portions of the shaft. Drilling rig.
回転伝達軸を、外周側の筒状回転軸と、内周側で筒状回転軸から軸方向で突出しない内側回転軸とで構成し、筒状回転軸の内周面に、内周側回転軸に接続されて回転する前記何れかの連結管の外周面を支持する支持面を設けた請求項1記載の掘削装置。   The rotation transmission shaft is composed of a cylindrical rotary shaft on the outer peripheral side and an inner rotary shaft that does not protrude in the axial direction from the cylindrical rotary shaft on the inner peripheral side, and the inner peripheral surface of the cylindrical rotary shaft rotates on the inner peripheral side. The excavator according to claim 1, further comprising a support surface that supports an outer peripheral surface of any one of the connecting pipes that is connected to a shaft and rotates.
JP2004241673A 2004-08-20 2004-08-20 Drilling rig Active JP4195876B2 (en)

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