JPH10169354A - Double-tube excavation device with extensible inner tube - Google Patents

Double-tube excavation device with extensible inner tube

Info

Publication number
JPH10169354A
JPH10169354A JP35326696A JP35326696A JPH10169354A JP H10169354 A JPH10169354 A JP H10169354A JP 35326696 A JP35326696 A JP 35326696A JP 35326696 A JP35326696 A JP 35326696A JP H10169354 A JPH10169354 A JP H10169354A
Authority
JP
Japan
Prior art keywords
pipe
inner tube
tube
telescopic
supply 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
JP35326696A
Other languages
Japanese (ja)
Inventor
Yutaka Kaneko
金子  豊
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.)
Koken Boring Machine Co Ltd
Original Assignee
Koken Boring Machine 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 Koken Boring Machine Co Ltd filed Critical Koken Boring Machine Co Ltd
Priority to JP35326696A priority Critical patent/JPH10169354A/en
Publication of JPH10169354A publication Critical patent/JPH10169354A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the working time and increase the excavation efficiency on connecting and recovering the drill pipe, by using an axially extensible inner tube. SOLUTION: An extensible inner tube 9 is constituted of a plurality of hollow pipes 9a-9d mutually fitted. When an excavation fluid is pumped to a supply passage of a swivel 1, as the fluid volume flowing in the inner tube 9 increases, the inner tube 9 stretches telescopically and the front end of the innermost peripheral hollow pipe 9d comes into contact with the front end pit 10 of the outer pipe 7 and stops there. And in this state, the ground is excavated by the rotation of the outer pipe 7. When excavation for one outer pipe 7 is completed and a new drill pipe is added and the inside of the inner tube 9 is evacuated through the supply passage 4, the fluid in the inner tube is sucked and the volume is reduced and the inner tube 9 is contracted and contained in the outer tube connection part 8. In this state, the outer tubes is additionally connected. In this way, the detaching work of the inner tube 9 is not required and hence, the working time is reduced and the excavation efficiency can be increased.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、伸縮内管を備え
た二重管掘削装置に関し、さらに詳細には、例えば比較
的浅い深度の地中埋設物設置用の孔掘削に好適な二重管
掘削装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-pipe excavator having a telescoping inner pipe, and more particularly, to a double-pipe excavator suitable for excavating a hole at a relatively shallow depth for installation of an underground object. Drilling equipment.

【0002】[0002]

【従来の技術】先端にビットを備えた外管の内部に内管
を配置した二重管からなるドリルパイプを用い、内管に
掘削流体を供給し、内管と外管との間の間隙を通して排
出される掘削流体流により掘屑を排出する二重管掘削装
置が知られている。この二重管掘削装置は単管方式のよ
うに掘削流体をドリルパイプ外周を通して流すことがな
いので、特に未固結堆積地層などにおいて孔壁の崩壊を
招くことがないという利点がある。
2. Description of the Related Art Drilling fluid is supplied to an inner pipe by using a drill pipe consisting of a double pipe in which an inner pipe is disposed inside an outer pipe having a bit at a tip, and a gap between the inner pipe and the outer pipe is provided. There is known a double pipe drilling rig that discharges cuttings by a drilling fluid stream discharged through the pipe. This double-pipe drilling device does not allow drilling fluid to flow through the outer periphery of the drill pipe as in the single-pipe method, and thus has the advantage of not causing collapse of the hole wall, particularly in an unconsolidated sedimentary layer.

【0003】しかし、二重管掘削方式はドリルパイプの
接続・回収の際に、内管と外管とを同時にねじ継ぎ・ね
じ戻しをしなければならない。このため重量と操作の面
で作業が繁雑であり、多大の労力及び時間を要するとい
う難点がある。
However, in the double pipe drilling method, when connecting and collecting a drill pipe, the inner pipe and the outer pipe must be jointed and unthreaded simultaneously. For this reason, there is a problem that work is complicated in terms of weight and operation, and that much labor and time are required.

【0004】[0004]

【発明が解決しようとする課題】この発明は上記のよう
な技術的背景に基づいてなされたものであって、次の目
的を達成するものである。
SUMMARY OF THE INVENTION The present invention has been made on the basis of the above technical background, and has the following objects.

【0005】この発明の目的は、ドリルパイプの接続・
回収の際に、内管の着脱作業を不要とし、作業時間を短
縮して掘削能率の向上を図ることができる二重管掘削装
置を提供することにある。
[0005] It is an object of the present invention to connect and connect a drill pipe.
An object of the present invention is to provide a double-pipe excavator capable of eliminating the need for attaching and detaching an inner pipe at the time of recovery, shortening the operation time and improving the excavation efficiency.

【0006】[0006]

【課題を解決するための手段】この発明は上記課題を達
成するために、次のような手段を採用している。
The present invention employs the following means to achieve the above object.

【0007】すなわちこの発明は、掘削流体の供給通路
及び排出通路を有するスイベルに、内管が前記供給通路
と連通するように接続され、外管が前記排出通路と連通
するように接続された二重管掘削装置において、前記内
管が軸線方向に伸縮自在な伸縮管からなることを特徴と
する伸縮内管を備えた二重管掘削装置にある。
That is, the present invention provides a swivel having a supply passage and a discharge passage for a drilling fluid, wherein an inner pipe is connected so as to communicate with the supply passage, and an outer pipe is connected so as to communicate with the discharge passage. In a heavy pipe excavator, the inner pipe is formed of a telescoping pipe that can be telescopically extended in the axial direction.

【0008】またこの発明は、前記伸縮内管が前記供給
通路に供給される掘削流体の流体圧により伸長し、前記
供給通路を負圧状態とすることにより収縮することを特
徴とする伸縮内管を備えた二重管掘削装置にある。
Further, the present invention is characterized in that the telescopic inner tube expands by the fluid pressure of the drilling fluid supplied to the supply passage, and contracts by bringing the supply passage into a negative pressure state. In a double pipe drilling rig with

【0009】さらにこの発明は、前記伸縮内管の先端に
ノズルが設けられ、該ノズルの後方に逆止弁が設けられ
ていることを特徴とする伸縮内管を備えた二重管掘削装
置にある。
Further, the present invention provides a double-pipe excavator having a telescopic inner pipe, wherein a nozzle is provided at a tip of the telescopic inner pipe, and a check valve is provided behind the nozzle. is there.

【0010】さらにこの発明は、前記伸縮内管の先端部
外周に、前記外管の先端に設けられたビットに当接可能
な複数の案内翼が設けられていることを特徴とする請求
項2記載の伸縮内管を備えた二重管掘削装置にある。
Further, according to the present invention, a plurality of guide wings are provided on the outer periphery of the distal end portion of the telescopic inner tube, the guide wings being capable of contacting a bit provided at the distal end of the outer tube. A double-pipe excavator provided with the telescopic inner pipe as described above.

【0011】この発明によれば、内管が伸縮管からなる
ので、掘削深度が深くなるにつれてこれを伸長させれば
よい。ドリルパイプの接続・回収時には伸縮内管を収縮
させることにより、内管の着脱作業は不要となる。すな
わち、ねじ継ぎ・ねじ戻しを伴う着脱作業は外管に関し
てのみ行えばよく、あたかも単管方式と同様になり、作
業時間が大幅に短縮する。伸縮内管は掘削流体の流体圧
により伸長し、内管内を負圧にすることにより収縮する
ので、伸縮動作のための機構は極めて簡単でよく、トラ
ブルの発生も少ない。
According to the present invention, since the inner pipe is made of a telescopic pipe, it may be extended as the excavation depth increases. By contracting the telescopic inner tube at the time of connecting / recovering the drill pipe, the work of attaching and detaching the inner tube becomes unnecessary. In other words, the attachment / detachment work involving screw connection / screw return only needs to be performed on the outer tube, and it is as if it were the same as the single tube system, and the operation time is greatly reduced. The telescopic inner pipe expands due to the fluid pressure of the drilling fluid and contracts when the inner pipe is made to have a negative pressure, so that the mechanism for the telescopic operation is very simple, and there is little trouble.

【0012】この発明による二重管掘削装置は、伸縮内
管の伸長長さを大きくとることには限度がある。したが
って、主として例えば地中埋設物設置用の孔掘削のよう
に比較的深度の浅い掘削に適用される。すなわち、掘削
終了後、外管をケーシングとして地盤に残し、その中に
水井戸、アンカー、アース棒、液状化防止用のドレン材
などを埋設し、その後にケーシングを回収する地中埋設
物設置用の孔掘削に好適である。
In the double pipe excavator according to the present invention, there is a limit to increasing the extension length of the telescopic inner pipe. Therefore, the present invention is mainly applied to relatively shallow excavation such as excavation for installation of an underground object. In other words, after excavation, the outer pipe is left on the ground as a casing, and water wells, anchors, earth rods, drainage materials for preventing liquefaction are buried in it, and then the underground buried object for collecting the casing is collected. It is suitable for drilling holes.

【0013】[0013]

【発明の実施の形態】この発明の実施の形態を図面を用
いて以下に説明する。図1は、この発明の実施の形態を
示す軸線方向断面図、図2は伸縮内管の拡大断面図、図
3は図2のA−A線断面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an axial sectional view showing an embodiment of the present invention, FIG. 2 is an enlarged sectional view of a telescopic inner tube, and FIG. 3 is a sectional view taken along line AA of FIG.

【0014】二重管掘削装置のスイベル1は、スイベル
本体2と、このスイベル本体の外周に相対回転自在に設
けられたシールケース3とからなり、スイベル1には掘
削流体の供給通路4と排出通路5とが形成されている。
スイベル本体2の一端側にはドリルヘッド6が接続さ
れ、他端側には筒状の外管接続部8が設けられている。
先端にビット10が設けられた外管7は外管接続部8に
ねじにより接続され、排出通路5と連通している。上記
のようなスイベル1及び外管7の構成は従来と同様であ
る。
The swivel 1 of the double pipe excavator comprises a swivel main body 2 and a seal case 3 provided on the outer periphery of the swivel main body so as to be relatively rotatable. A passage 5 is formed.
A drill head 6 is connected to one end of the swivel body 2, and a cylindrical outer pipe connection 8 is provided at the other end.
An outer tube 7 provided with a bit 10 at the tip is connected to an outer tube connecting portion 8 by a screw and communicates with the discharge passage 5. The configurations of the swivel 1 and the outer tube 7 as described above are the same as those in the related art.

【0015】この発明によれば、外管とともに二重管ド
リルパイプを構成する内管は伸縮内管9からなり、スイ
ベル本体2に供給通路4と連通するように接続されてい
る。伸縮内管9は図2に示すように、複数の中空管9a
〜9dを互いに嵌合することにより構成され、最外周の
中空管9aの後端に設けられた、ねじ部20によりスイ
ベル本体10に固定されている。互いに隣接する各中空
管9a〜9dは軸線方向に移動自在であり、すなわち伸
縮内管9は多段式(テレスコピック式)に伸縮自在であ
る。伸縮内管9を構成する中空管の数は、この実施の形
態では4本であるが、その数は限定されない。
According to the present invention, the inner pipe constituting the double pipe drill pipe together with the outer pipe comprises the telescopic inner pipe 9, which is connected to the swivel body 2 so as to communicate with the supply passage 4. As shown in FIG. 2, the telescopic inner tube 9 has a plurality of hollow tubes 9a.
9d are fitted to each other, and are fixed to the swivel body 10 by a screw portion 20 provided at the rear end of the outermost hollow tube 9a. The hollow tubes 9a to 9d adjacent to each other are movable in the axial direction, that is, the telescopic inner tube 9 is telescopic in a multistage (telescopic) manner. Although the number of hollow tubes constituting the telescopic inner tube 9 is four in this embodiment, the number is not limited.

【0016】最内周の中空管9dを除く各中空管9a、
9b、9cの先端部内周には環状の係合部11がそれぞ
れ設けられ、また最外周の中空管9aを除く各中空管9
b、9c、9dの後端部外周には係合部11と係合可能
な環状の係合部12がそれぞれ設けられている。これら
の係合部11、12は、互いに係合することにより、各
中空管の抜け止め作用をなす。
Each hollow tube 9a except the innermost hollow tube 9d,
An annular engaging portion 11 is provided on the inner periphery of the distal end portion of each of the hollow tubes 9b and 9c, and each hollow tube 9 except the outermost hollow tube 9a is provided.
An annular engaging portion 12 engageable with the engaging portion 11 is provided on the outer periphery of the rear end of each of b, 9c and 9d. These engaging portions 11 and 12 are engaged with each other to prevent the hollow tubes from coming off.

【0017】最内周の中空管9dを除く各中空管9a、
9b、9cの後端部内周に設けられたスナップリング2
1は、隣接する中空管の後端に係合することにより、収
縮状態での各中空管の位置決めをするためのものであ
る。収縮した伸縮内管9の全長はスイベル1の外管接続
部8に格納可能な大きさである。
Each hollow tube 9a except the innermost hollow tube 9d,
Snap ring 2 provided on the inner periphery of the rear end of 9b, 9c
1 is for positioning each hollow tube in a contracted state by engaging with the rear end of an adjacent hollow tube. The entire length of the contracted telescopic inner tube 9 is large enough to be stored in the outer tube connecting portion 8 of the swivel 1.

【0018】最内周の中空管9dの先端部すなわち伸長
した伸縮内管9の先端部には、絞り部であるノズル13
が設けられている。このノズル13の後方、すなわち掘
削流体の流れ方向上流側には逆止弁14が設けられてい
る。逆止弁14の弁体15は、通常はスプリング16に
より後方側に付勢されて弁座17に当接し、その流路1
8を閉じている。
At the tip of the innermost hollow tube 9d, that is, at the tip of the elongated telescopic inner tube 9, a nozzle 13 as a throttle is provided.
Is provided. A check valve 14 is provided behind the nozzle 13, that is, on the upstream side in the flow direction of the drilling fluid. Normally, the valve body 15 of the check valve 14 is urged rearward by a spring 16 to abut against the valve seat 17 and its flow path 1
8 is closed.

【0019】さらに、最内周の中空管9dの先端部外周
には複数の案内翼19が放射状に設けられている。これ
らの案内翼19は、伸縮内管9の伸長時に外管7の内周
に近接する長さを有し、外管7の先端のビット10に当
接可能である。案内翼19の数はこの実施の形態では4
枚であるが、少なくとも2枚あればよく、その数は限定
されない。
Further, a plurality of guide vanes 19 are radially provided on the outer periphery of the distal end portion of the innermost hollow tube 9d. These guide vanes 19 have a length close to the inner circumference of the outer tube 7 when the telescopic inner tube 9 is extended, and can contact the bit 10 at the tip of the outer tube 7. The number of guide wings 19 is 4 in this embodiment.
Although there are at least two sheets, the number is not limited.

【0020】次に上記二重管掘削装置の作用を使用方法
に基づいて説明する。図4に示すように、流体供給ポン
プによりスイベル1の供給通路4に液体などの掘削流体
を圧送供給すると、掘削流体は伸縮内管9、具体的には
最内周の中空管9dに流入する。中空管dに流入した掘
削流体はスプリング16に抗して逆止弁14を開き、ノ
ズル13に達するが、このノズル13により外部に排出
される流体流量が制限されるので、伸縮内管9の内圧が
高まり、流体圧は中空管9b、9c、9dを突出させて
伸縮内管9を伸長させる力となる。
Next, the operation of the double pipe excavator will be described based on the method of use. As shown in FIG. 4, when a drilling fluid such as a liquid is supplied under pressure to the supply passage 4 of the swivel 1 by a fluid supply pump, the drilling fluid flows into the telescopic inner pipe 9, specifically, the innermost hollow pipe 9 d. I do. The drilling fluid that has flowed into the hollow pipe d opens the check valve 14 against the spring 16 and reaches the nozzle 13, but the nozzle 13 restricts the flow rate of the fluid discharged to the outside. And the fluid pressure becomes a force to extend the telescopic inner tube 9 by projecting the hollow tubes 9b, 9c, 9d.

【0021】伸縮内管9に流入する流体の体積が増加す
るにつれて、伸縮内管9はテレスコープ状に伸長して、
その先端すなわち最内周の中空管9dの先端が外管7の
先端のビット10に接近し、ビット10の内径の縮径部
に案内翼19が当接して停止する。この案内翼19は伸
縮内管9を外管7の内部で安定させ、またビット10か
ら突出するのを防止する役目をする。以上の説明から明
らかなように、伸縮内管9の伸長長さは、その限度に達
するまでは、掘削深度すなわち外管7の継ぎ足し長さに
よって定まる。
As the volume of the fluid flowing into the telescopic inner tube 9 increases, the telescopic inner tube 9 expands in a telescopic manner,
The tip, that is, the tip of the innermost hollow tube 9d approaches the bit 10 at the tip of the outer tube 7, and the guide vane 19 comes into contact with the reduced diameter portion of the bit 10 and stops. The guide wings 19 serve to stabilize the telescopic inner tube 9 inside the outer tube 7 and to prevent it from protruding from the bit 10. As is apparent from the above description, the extension length of the telescopic inner pipe 9 is determined by the excavation depth, that is, the refill length of the outer pipe 7 until reaching the limit.

【0022】この状態で外管7の回転あるいは打撃によ
り掘削が進められる。その際、掘削流体はノズル13か
ら噴出してビット10の周辺を洗浄し、掘屑を伴って外
管7と伸縮内管9との間の間隙を通ってスイベル1に戻
り、排出通路5から外部に排出される。
In this state, excavation is advanced by rotating or hitting the outer pipe 7. At that time, the drilling fluid blows out from the nozzle 13 to clean the periphery of the bit 10, returns to the swivel 1 through the gap between the outer pipe 7 and the telescopic inner pipe 9 with excavation, and It is discharged outside.

【0023】ドリルパイプの接続作業は次のようにして
行われる。ドリルパイプ1本分(外管1本分)の掘削が
完了して新たなドリルパイプを継ぎ足すときには、掘削
流体の圧送を止めて、図1に示すように、スイベル1の
供給通路4に真空ポンプなどの真空装置を接続し、供給
通路4を介して伸縮内管9の内部を負圧にする。このと
き、逆止弁14が閉じているので、伸縮内管9内の流体
が吸引されて体積が減じられ、これにより伸長していた
伸縮内管9が収縮を始め、ついにはスイベル1の外管接
続部8に格納される。
The connection operation of the drill pipe is performed as follows. When the drilling of one drill pipe (one outer pipe) is completed and a new drill pipe is to be added, the pumping of the drilling fluid is stopped and, as shown in FIG. A vacuum device such as a pump is connected, and the inside of the telescopic inner tube 9 is set to a negative pressure through the supply passage 4. At this time, since the check valve 14 is closed, the fluid in the telescopic inner tube 9 is sucked and the volume is reduced, whereby the expanded telescopic inner tube 9 starts to contract, and finally the swivel 1 It is stored in the pipe connection section 8.

【0024】この状態で外管7の継ぎ足し作業を行う。
外管7の継ぎ足し後は、前記のように掘削流体を供給通
路4に供給し、伸縮内管9を伸長させる。このように、
ドリルパイプの接続に伴うねじ継ぎ作業は、外管7につ
いてのみ行えばよく、内管については不要である。同様
に、ドリルパイプの回収に伴うねじ戻し作業も、内管に
ついては不要である。
In this state, the outer pipe 7 is refilled.
After the outer pipe 7 is added, the drilling fluid is supplied to the supply passage 4 as described above, and the telescopic inner pipe 9 is extended. in this way,
The screw connection operation for connecting the drill pipe may be performed only for the outer pipe 7 and is unnecessary for the inner pipe. Similarly, the unscrewing operation for collecting the drill pipe is unnecessary for the inner pipe.

【0025】上記実施の形態は例示にすぎず、この発明
は種々の改変が可能である。例えば、上記実施の形態で
は最外周の中空管をスイベルに固定するようにしたが、
これとは逆に最内周の中空管をスイベルに固定するよう
にしてもよい。この場合、ノズル、逆止弁、案内翼は最
外周の中空管に設けられることになる。また、上記実施
の形態では伸縮内管を互いに嵌合される複数の中空管で
構成したが、蛇腹管で構成してもよい。
The above embodiment is merely an example, and the present invention can be variously modified. For example, in the above embodiment, the outermost hollow tube is fixed to the swivel,
Conversely, the innermost hollow tube may be fixed to the swivel. In this case, the nozzle, the check valve, and the guide vane are provided in the outermost hollow tube. Further, in the above embodiment, the telescopic inner tube is constituted by a plurality of hollow tubes fitted to each other, but may be constituted by a bellows tube.

【0026】[0026]

【発明の効果】以上のようにこの発明によれば、ドリル
パイプの接続・回収に伴う内管の着脱作業が不要とな
り、作業時間を短縮して掘削能率の向上を図ることがで
きる。また、継ぎ足しに必要なドリルパイプの数が少な
くて済み、その格納場所の省スペース化をはかることが
できる。
As described above, according to the present invention, the work of attaching and detaching the inner pipe for connecting and collecting the drill pipe becomes unnecessary, and the working time can be shortened and the drilling efficiency can be improved. In addition, the number of drill pipes required for replenishment can be reduced, and the space for storing the drill pipes can be saved.

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

【図1】図1は、この発明の実施の形態を示す軸線方向
断面図であり、伸縮内管を収縮させた状態である。
FIG. 1 is an axial cross-sectional view showing an embodiment of the present invention, and shows a state in which a telescopic inner tube is contracted.

【図2】図2は、伸縮内管を拡大して示す軸線方向断面
図である。
FIG. 2 is an axial cross-sectional view showing the telescopic inner tube in an enlarged manner.

【図3】図3は、図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】図4は、伸縮内管が伸長した状態の軸線方向断
面図である。
FIG. 4 is an axial cross-sectional view of the telescopic inner tube in an extended state.

【符号の説明】[Explanation of symbols]

1…スイベル 2…スイベル本体 3…シールケース 4…供給通路 5…排出通路 7…外管 8…外管接続部 9…伸縮内管 9a〜9d…中空管 10…ビット 13…ノズル 14…逆止弁 19…案内翼 DESCRIPTION OF SYMBOLS 1 ... Swivel 2 ... Swivel main body 3 ... Seal case 4 ... Supply passage 5 ... Discharge passage 7 ... Outer tube 8 ... Outer tube connection part 9 ... Telescopic inner tube 9a-9d ... Hollow tube 10 ... Bit 13 ... Nozzle 14 ... Reverse Stop valve 19: Guide wing

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】掘削流体の供給通路及び排出通路を有する
スイベルに、内管が前記供給通路と連通するように接続
され、外管が前記排出通路と連通するように接続された
二重管掘削装置において、 前記内管が軸線方向に伸縮自在な伸縮管からなることを
特徴とする伸縮内管を備えた二重管掘削装置。
1. A double pipe excavator, wherein an inner pipe is connected to a swivel having a supply passage and a discharge passage for drilling fluid so as to communicate with the supply passage, and an outer pipe is connected so as to communicate with the discharge passage. In the apparatus, the inner pipe is formed of a telescopic pipe capable of expanding and contracting in the axial direction.
【請求項2】前記伸縮内管が前記供給通路に供給される
掘削流体の流体圧により伸長し、前記供給通路を負圧に
することにより収縮することを特徴とする請求項1記載
の伸縮内管を備えた二重管掘削装置。
2. The telescoping inner pipe according to claim 1, wherein the telescopic inner pipe expands by the fluid pressure of the drilling fluid supplied to the supply passage, and contracts by making the supply passage negative pressure. Double pipe drilling rig with pipe.
【請求項3】前記伸縮内管の先端にノズルが設けられ、
該ノズルの後方に逆止弁が設けられていることを特徴と
する請求項2記載の伸縮内管を備えた二重管掘削装置。
3. A nozzle is provided at a tip of said telescopic inner tube,
The double pipe excavator with a telescopic inner pipe according to claim 2, wherein a check valve is provided behind the nozzle.
【請求項4】前記伸縮内管の先端部外周に、前記外管の
先端に設けられたビットに当接可能な複数の案内翼が設
けられていることを特徴とする請求項2記載の伸縮内管
を備えた二重管掘削装置。
4. The telescopic device according to claim 2, wherein a plurality of guide wings are provided on the outer periphery of the distal end of the telescopic inner tube so as to be able to contact a bit provided at the distal end of the outer tube. Double pipe drilling rig with inner pipe.
JP35326696A 1996-12-16 1996-12-16 Double-tube excavation device with extensible inner tube Pending JPH10169354A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35326696A JPH10169354A (en) 1996-12-16 1996-12-16 Double-tube excavation device with extensible inner tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35326696A JPH10169354A (en) 1996-12-16 1996-12-16 Double-tube excavation device with extensible inner tube

Publications (1)

Publication Number Publication Date
JPH10169354A true JPH10169354A (en) 1998-06-23

Family

ID=18429673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35326696A Pending JPH10169354A (en) 1996-12-16 1996-12-16 Double-tube excavation device with extensible inner tube

Country Status (1)

Country Link
JP (1) JPH10169354A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101419514B1 (en) * 2011-08-23 2014-07-15 바우어 머쉬넨 게엠베하 Underwater drilling arrangement and method for making a bore

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101419514B1 (en) * 2011-08-23 2014-07-15 바우어 머쉬넨 게엠베하 Underwater drilling arrangement and method for making a bore
US9140068B2 (en) 2011-08-23 2015-09-22 Bauer Maschinen Gmbh Underwater drilling arrangement and method for making a bore

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