JP4716410B2 - Method for removing and collecting double pipe drilling apparatus and apparatus for removing and collecting double pipe drilling apparatus used in the method - Google Patents

Method for removing and collecting double pipe drilling apparatus and apparatus for removing and collecting double pipe drilling apparatus used in the method Download PDF

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JP4716410B2
JP4716410B2 JP2005145303A JP2005145303A JP4716410B2 JP 4716410 B2 JP4716410 B2 JP 4716410B2 JP 2005145303 A JP2005145303 A JP 2005145303A JP 2005145303 A JP2005145303 A JP 2005145303A JP 4716410 B2 JP4716410 B2 JP 4716410B2
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protective tube
hole
tube
pipe drilling
bit
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JP2006322184A (en
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和徳 前田
貴章 加藤
武穂 池田
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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本発明は、インナービットの外周部にアウタービットを配設した二重管削孔装置の撤去回収技術に関する。より詳しくは、所期の掘削作業が終了し、インナービットやインナーロッドなどのインナー部材を削孔から取出した後に、削孔内に残存するアウタービットや外管などのアウター部材を削孔から簡便に撤去回収できるようにするための改良技術に関する。   The present invention relates to a removal and collection technique for a double-pipe drilling device in which an outer bit is disposed on an outer peripheral portion of an inner bit. More specifically, after the intended excavation work is completed and the inner member such as the inner bit and inner rod is taken out from the hole, the outer member such as the outer bit and outer pipe remaining in the hole is easily removed from the hole. The present invention relates to an improved technique for enabling removal and collection.

この種の二重管削孔装置においては、所期の掘削作業が終了した後に、使用した削孔装置を削孔から撤去回収するのが一般的である。この外管等のアウター部材を削孔から取出すための技術手段として、削孔からインナービットやインナーロッドなどのインナー部材を取出した後に、削孔内に残存するアウタービットや外管などのアウター部材の内側に保護管を挿入して削孔内壁の崩壊を防いだ上で、アウター部材を削孔から撤去回収する方法が知られている(特許文献1)。
特許第3455178号公報(段落0026)
In this type of double-pipe drilling apparatus, after the intended excavation work is completed, the used drilling apparatus is generally removed from the drilling hole and collected. As a technical means for removing the outer member such as the outer tube from the hole, the outer member such as the outer bit and the outer tube remaining in the hole after the inner member such as the inner bit and the inner rod is taken out from the hole. A method is known in which a protective tube is inserted inside the hole to prevent the inner wall of the drilling hole from collapsing, and the outer member is removed from the drilled hole and collected (Patent Document 1).
Japanese Patent No. 3455178 (paragraph 0026)

ところで、この種の二重管削孔装置は、削孔径が120mm程度以上の比較的大きな口径用のものが種々の用途に使用されている。この大口径の場合には、外管等のアウター部材の寸法が比較的大きいことから、その外管等のアウター部材の削孔からの撤去回収作業にもスペース的な余裕があるが、ロックボルト等のアンカー材を使用する斜面安定化施工などにおいて一般的に使用されている削孔径が90mm程度以下の小口径用の場合になると、ロックボルト等のアンカー材、特にスペーサが外嵌されたアンカー材の設置などとの関係から空いたスペースが少なく、アウター部材を削孔から引抜いて取出すことも容易ではなかった。   By the way, this kind of double-pipe drilling apparatus is used for various applications with a relatively large bore diameter of about 120 mm or more. In the case of this large diameter, since the dimensions of the outer member such as the outer tube are relatively large, there is a space in the removal and recovery work from the hole of the outer member such as the outer tube. In the case of small bores with a diameter of about 90 mm or less, which is generally used in slope stabilization construction using anchor materials such as, anchor materials such as lock bolts, especially anchors with externally fitted spacers Due to the relationship between the installation of materials and the like, there was little space left, and it was not easy to pull out the outer member from the hole.

本発明は、以上のような従来の技術的状況に鑑みて研究開発したもので、所期の掘削作業が終了し、インナービットやインナーロッドなどのインナー部材を削孔から取出した後、削孔内に残存するアウタービットや外管などのアウター部材を簡便に削孔から撤去回収することが可能な、二重管削孔装置の撤去回収技術を提供することを目的とする。   The present invention has been researched and developed in view of the above-described conventional technical situation. After the intended excavation work is completed and the inner member such as the inner bit and the inner rod is taken out from the hole, It is an object of the present invention to provide a removal and collection technique for a double-pipe drilling device that can easily remove and collect outer members such as an outer bit and an outer pipe from the drilling hole.

本発明では、前記課題を解決するため、インナービットの外周部にアウタービットを配設した二重管削孔装置による掘削が終了し、インナー部材を削孔から取出した後、削孔内に残存するアウター部材の内側に保護管を挿入するとともに、その保護管の開口部を閉塞した閉塞部上面に流体圧を作用させて保護管を下方へ押圧した状態で、前記アウター部材を削孔から取出すことにより撤去回収するという技術手段を採用した。前記閉塞部上面に圧力を作用させる流体としては、例えば空気を用いることができる。さらに、閉塞部材の外径を保護管の外径より大きく設定して、その閉塞部材の周辺部に保護管とアウター部材との間の間隙部に延出する鍔部を形成するようにしてもよい。   In the present invention, in order to solve the above-described problem, after the excavation by the double pipe drilling device in which the outer bit is disposed on the outer peripheral portion of the inner bit is finished, the inner member is taken out from the drilled hole and then remains in the drilled hole. A protective tube is inserted inside the outer member to be removed, and the outer member is taken out from the drilling hole in a state where the protective tube is pressed downward by applying fluid pressure to the upper surface of the closed portion that closes the opening of the protective tube. The technical means of removing and collecting was adopted. For example, air can be used as the fluid that applies pressure to the upper surface of the closed portion. Further, the outer diameter of the blocking member is set to be larger than the outer diameter of the protective tube, and a flange portion extending to the gap between the protective tube and the outer member is formed in the peripheral portion of the blocking member. Good.

本発明によれば、次の効果を得ることができる。
(1)保護管の開口部を閉塞した閉塞部上面に流体圧を作用させて保護管を下方へ押圧した状態において、外管などのアウター部材を削孔から取出すことにより撤去回収するという技術手段を採用したので、アウター部材を削孔から引抜いて取出す際に、保護管がアウター部材との摩擦や土砂の噛み込み等により共上がりするという支障は確実に解消されることから、アウター部材の簡便かつ円滑な撤去回収が可能である。
(2)内側の空きスペースが少なく、外管等のアウター部材の撤去回収が困難であった小口径の削孔の場合に適用すれば、そのアウター部材の撤去回収が大幅に容易になり、きわめて効果的である。
(3)保護管の使用により二重管削孔装置を早期に撤去回収して次の削孔位置に移動して転用できるので、装置の効率的な使用が可能となる。さらに、各削孔の保護管内に対してまとめてグラウト材の注入する作業形態も可能なことから作業性を向上できる。
(4)前記閉塞部材の周辺部に保護管とアウター部材との間の間隙部に延出する鍔部を形成するようにすれば、保護管とアウター部材との間に流入する流体によって作用する保護管に対する側圧を低減ないし解消できるので、保護管の側面の変形が回避でき、延いては保護管の肉厚を薄くすることも可能である。
According to the present invention, the following effects can be obtained.
(1) Technical means for removing and collecting an outer member such as an outer tube from a drilled hole in a state where fluid pressure is applied to the upper surface of the closed portion where the opening of the protective tube is closed and the protective tube is pressed downward. Therefore, when pulling out the outer member from the drilling hole, the trouble that the protective tube goes up together due to friction with the outer member or biting of earth and sand is surely eliminated. Smooth removal and collection is possible.
(2) If it is applied to small-diameter drilling where there is little space on the inside and removal and collection of the outer member such as the outer tube is difficult, removal and collection of the outer member is greatly facilitated. It is effective.
(3) Since the double-pipe drilling device can be removed and recovered at an early stage by using a protective tube, and moved to the next drilling position for diversion, the device can be used efficiently. Furthermore, workability can be improved because a grout material can be injected into the protective tube of each drilling hole collectively.
(4) If a flange extending in the gap between the protective tube and the outer member is formed in the peripheral portion of the blocking member, it acts by the fluid flowing between the protective tube and the outer member. Since the side pressure with respect to the protective tube can be reduced or eliminated, deformation of the side surface of the protective tube can be avoided, and thus the thickness of the protective tube can be reduced.

本発明は、インナービットの外周部にアウタービットを配設した二重管削孔装置を使用する場合であれば、広く適用することができる。例えば、ダウンザホールハンマやトップハンマからの衝撃力をインナービットに付与するとともに、その衝撃力をアウタービット側に伝達し、さらに回転力を付与しながら掘削を行う回転打撃式の二重管削孔装置に好適であるが、他の形態の二重管削孔装置にも適用することができる。また、前述のように小口径の場合に対する適用がきわめて効果的であるが、中大口径の場合にも適用が可能なことはいうまでもない。また、保護管に関しては、プラスチックパイプ等のある程度の可撓性を有するものが好適であるが、金属製のものでもよい。その保護管の開口部を閉塞する閉塞部材は、保護管の開口部だけを閉塞する形態のものと、周辺部に保護管とアウター部材との間の間隙部に延出する鍔部を形成した形態が可能である。後者の形態の場合には、保護管とアウター部材との間の間隙部に流入する保護管押圧用の流体を低減ないし阻止できるので、アウター部材の側面に作用する側圧を低減ないし解消することができる。したがって、この形態の場合には、前述のように保護管の肉厚を薄くすることも可能になる。因みに、保護管の開口部を閉塞する閉塞部は、上記閉塞部材を使用することなく、保護管と一体形成したものでもよい。保護管に対する流体圧の付与の仕方に関しては、例えば外管等のアウター部材の引抜き作業が段階的に行われる場合には、その引抜き作業に合わせて流体圧を間欠的に付与するように構成してもよいし、連続的に流体圧を常時付与するように構成することも可能である。   The present invention can be widely applied if a double pipe drilling device in which an outer bit is disposed on the outer peripheral portion of the inner bit is used. For example, a rotary blow type double pipe drilling device that applies impact force from a down-the-hole hammer or top hammer to the inner bit, transmits the impact force to the outer bit side, and further excavates while applying rotational force. However, the present invention can be applied to other types of double pipe drilling apparatuses. Further, as described above, the application to the case of a small diameter is extremely effective, but it is needless to say that the application is also possible to a case of a medium and large diameter. As the protective tube, a plastic pipe or the like having a certain degree of flexibility is suitable, but a metal tube may be used. The closing member that closes the opening of the protective tube has a form that closes only the opening of the protective tube, and a flange that extends to the gap between the protective tube and the outer member is formed in the periphery. Forms are possible. In the case of the latter form, the fluid for pressing the protective tube flowing into the gap between the protective tube and the outer member can be reduced or prevented, so that the side pressure acting on the side surface of the outer member can be reduced or eliminated. it can. Therefore, in the case of this form, the thickness of the protective tube can be reduced as described above. Incidentally, the closing portion for closing the opening of the protective tube may be formed integrally with the protective tube without using the closing member. Regarding how to apply the fluid pressure to the protective tube, for example, when the outer member such as the outer tube is pulled out in stages, the fluid pressure is intermittently applied according to the pulling operation. Alternatively, it may be configured to continuously apply the fluid pressure continuously.

ところで、近時増えつつある自然の状態をなるべくそのまま残して斜面の安定化を図る自然斜面安定化工法では、削孔数が多く自然斜面上の各削孔位置への削孔装置の移動作業を伴うことから、削孔径が90mm程度以下の比較的小型軽量の削孔装置が使用されるが、本発明に係る二重管削孔装置の撤去回収技術は前述のように小口径用の二重管削孔装置への適用も可能であり、この自然斜面安定化工法に適用すれば、削孔装置の次の削孔作業への転用が簡便になり、しかも早期に転用可能なことから、装置の効率的な使用が可能になり、少ない削孔装置により作業性を大幅に向上することができる。   By the way, in the natural slope stabilization method that stabilizes the slope while leaving the natural state that is increasing recently as much as possible, the drilling device has to be moved to each drilling position on the natural slope with many holes. Accordingly, a relatively small and lightweight drilling device having a drilling diameter of about 90 mm or less is used. However, as described above, the removal and recovery technology of the double pipe drilling device according to the present invention is a double hole for a small bore. It can also be applied to a pipe drilling device, and if applied to this natural slope stabilization method, the drilling device can be easily used for the next drilling operation, and can be diverted at an early stage. Can be used efficiently, and workability can be greatly improved with a small number of drilling devices.

前述のように、本発明に係る二重管削孔装置の削孔からの撤去回収技術は、インナービットの外周部にアウタービットを配設した二重管削孔装置を使用するものであれば広く適用することが可能である。本実施例では、適宜の二重管削孔装置を用いてロックボルト等のアンカー材を設置する場合に関して説明する。しかして、この場合には、インナービットとアウタービットによる公知の掘削作用によってアンカー材を設置するための削孔を所定位置に形成することになるが、その掘削作業が終了して所期の削孔が形成された場合には、次の手順で当該二重管削孔装置の撤去回収作業及びアンカー材の設置作業が行われることになる。
(1)インナービットやインナーロッドなどのインナー部材を削孔から取出す。
(2)アウタービットや外管などのアウター部材の内側に保護管を挿入する。
(3)地上本体を用いて前記アウター部材を削孔から取出す。なお、この際には保護管を流体圧により押圧する。因みに、この時点で削孔装置本体と前記インナー部材及びアウター部材とからなる二重管削孔装置を次の削孔位置へ移動して転用することが可能となる。
(4)保護管内にグラウト材を注入する。
(5)保護管内にロックボルト等のアンカー材を挿入する。なお、(4)と(5)との順番は逆にしてもよい。
(6)保護管を人力により削孔より取出す。
(7)グラウト沈下分を補足する。
As described above, the removal and recovery technology from the drilling of the double pipe drilling apparatus according to the present invention uses a double pipe drilling apparatus in which an outer bit is disposed on the outer peripheral portion of the inner bit. It can be widely applied. In this embodiment, a case where an anchor material such as a lock bolt is installed using an appropriate double pipe drilling device will be described. Therefore, in this case, a hole for installing the anchor material is formed at a predetermined position by a well-known excavation action by the inner bit and the outer bit. When the hole is formed, the removal and collection work of the double pipe drilling device and the installation work of the anchor material are performed according to the following procedure.
(1) Take out an inner member such as an inner bit or inner rod from the hole.
(2) A protective tube is inserted inside an outer member such as an outer bit or an outer tube.
(3) The outer member is taken out from the drilling hole using the ground body. At this time, the protective tube is pressed by fluid pressure. Incidentally, at this time, the double-pipe drilling device comprising the drilling device main body and the inner member and outer member can be moved to the next drilling position and used.
(4) Inject grout material into the protective tube.
(5) Insert an anchor material such as a lock bolt into the protective tube. The order of (4) and (5) may be reversed.
(6) The protective tube is manually removed from the hole.
(7) Supplement the grout settlement.

図1は本発明を適用した外管等のアウター部材の削孔からの撤去回収作業における要部を示した作業説明図である。なお、本図1は、インナービットやインナーロッドなどのインナー部材を削孔から取出して保護管を挿入した後の上記手順(3)の作業状態を示したものである。図中1は二重管削孔装置の地上本体で、掘削動作に際してインナービットやアウタービットに対して回転力や、トップハンマ方式の場合には衝撃力を付与する。また、インナーロッドの内部通路を介してインナービットの先端部に空気や水などを供給する。また、図中2は外管で、その先端部にはチップ3を備えたアウタービット4が軸方向の摺動のみ可能な状態に連結されている。すなわち、本実施例では外管2とアウタービット4とによってアウター部材が構成され、図示のように外管2の上端部を連結した状態で地上本体1を上昇させることにより、外管2とアウタービット4とを引上げて削孔5から取出すことになる。なお、外管2は削孔5の深さに応じて所要数の本数が接続された状態にある。   FIG. 1 is a work explanatory view showing a main part in a work of removing and collecting an outer member such as an outer tube from a hole to which the present invention is applied. In addition, this FIG. 1 shows the working state of the said procedure (3) after taking out inner members, such as an inner bit and an inner rod, from a drilling hole and inserting a protective tube. In the figure, reference numeral 1 denotes a ground body of a double pipe drilling device, which applies a rotational force to an inner bit or an outer bit during excavation operation, or an impact force in the case of a top hammer method. Also, air or water is supplied to the tip of the inner bit through the inner passage of the inner rod. In the figure, reference numeral 2 denotes an outer tube, and an outer bit 4 provided with a tip 3 is connected to the tip of the outer tube so that it can only slide in the axial direction. That is, in this embodiment, the outer tube 2 and the outer bit 4 constitute an outer member, and the outer body 2 and the outer bit 2 are moved by raising the ground body 1 with the upper end of the outer tube 2 connected as shown in the figure. The bit 4 is pulled up and taken out from the hole 5. The outer tube 2 is in a state where the required number is connected in accordance with the depth of the hole 5.

次に、本発明の特徴部分に関して説明する。図1に示したように、上記手順(3)の作業状態では、外管2とアウタービット4とからなるアウター部材の内側には既に保護管6が挿入された状態にある。また、保護管6の上端部には鍔付きの閉塞部材7が装着されている。図2に示したように、保護管6はプラスチックパイプなどの中空管から構成されている。上記手順(2)において、その保護管6をアウター部材の内部に挿入する際には、地上本体1を外管2が連結されていない状態において上昇させ、それらの地上本体1と外管2の上端部との間から地上本体1と干渉しないように保護管6を曲げながら外管2の内側へ挿入したり、地上本体1を横にずらしておいて保護管6を外管2の上方から挿入することが可能である。また、図3に示したように、閉塞部材7は、円板部8と円筒部9からなるプラスチック等の一体成型体から構成される。円筒部9は保護管6の端部に挿入可能に形成され、また円板部8は保護管6より大きい外径に形成され、その周辺部により保護管6と外管2との間の間隙部に延出する鍔部を形成している。   Next, the characteristic part of the present invention will be described. As shown in FIG. 1, in the working state of the procedure (3), the protective tube 6 has already been inserted inside the outer member composed of the outer tube 2 and the outer bit 4. Further, a hooked closing member 7 is attached to the upper end portion of the protective tube 6. As shown in FIG. 2, the protective tube 6 is composed of a hollow tube such as a plastic pipe. In the procedure (2), when the protective tube 6 is inserted into the outer member, the ground body 1 is raised in a state where the outer tube 2 is not connected, and the ground body 1 and the outer tube 2 are connected. The protective tube 6 is inserted into the outer tube 2 while bending the protective tube 6 so as not to interfere with the ground main body 1 from between the upper end portions, or the protective tube 6 is moved from the upper side of the outer tube 2 by shifting the ground main body 1 sideways. It is possible to insert. Further, as shown in FIG. 3, the closing member 7 is formed of an integrally molded body such as plastic made of a disk portion 8 and a cylindrical portion 9. The cylindrical portion 9 is formed to be insertable at the end of the protective tube 6, and the disk portion 8 is formed to have an outer diameter larger than that of the protective tube 6, and a gap between the protective tube 6 and the outer tube 2 is formed by the peripheral portion thereof. A collar portion extending to the portion is formed.

しかして、上記手順(3)においては、外管2とアウタービット4とからなるアウター部材を削孔5から取出して撤去回収する場合には、図1に示したように外管2の上端部を地上本体1側に連結するとともに、地上本体1から圧縮空気等の適宜の流体を外管2の内部空間を介して閉塞部材7の円板部8上に供給して流体圧を作用させ、保護管6を下方へ押圧した状態において、地上本体1を上昇させて外管2とアウタービット4を削孔5から引上げることによって行われる。このように、本発明に係る撤去回収技術においては、保護管6をその上端部に装着した閉塞部材7に作用する流体圧によって下方へ押圧した状態において、外管2やアウタービット4などからなるアウター部材を削孔5から引上げるので、そのアウター部材の引上げ時に保護管6が一緒に共上がりする支障は的確に解消される。したがって、とりわけアウター部材と保護管との間に縁切り用の十分な隙間をとりにくい小口径用の二重管削孔装置の場合に適用すれば、保護管6が一緒に共上がりすることなく、外管2やアウタービット4などのアウター部材を簡便かつ円滑に撤去回収できるようになるので、きわめて効果的である。   Thus, in the above procedure (3), when the outer member composed of the outer tube 2 and the outer bit 4 is taken out from the hole 5 and recovered, the upper end portion of the outer tube 2 as shown in FIG. Are connected to the ground main body 1 side, and an appropriate fluid such as compressed air is supplied from the ground main body 1 to the disk portion 8 of the closing member 7 through the internal space of the outer tube 2 to act on the fluid pressure, In a state where the protective tube 6 is pressed downward, the ground body 1 is raised and the outer tube 2 and the outer bit 4 are pulled up from the hole 5. Thus, in the removal and recovery technique according to the present invention, the protective tube 6 includes the outer tube 2 and the outer bit 4 in a state where the protective tube 6 is pressed downward by the fluid pressure acting on the closing member 7 attached to the upper end portion thereof. Since the outer member is pulled up from the hole 5, the trouble that the protective tube 6 is lifted together when the outer member is pulled up is accurately eliminated. Therefore, especially when applied to the case of a small-diameter double pipe drilling device in which it is difficult to make a sufficient gap for edging between the outer member and the protective tube, the protective tube 6 does not rise together. Since outer members such as the outer tube 2 and the outer bit 4 can be removed and collected easily and smoothly, it is extremely effective.

本発明を適用したアウター部材の削孔からの撤去回収作業における要部を示した作業説明図である。It is operation | work explanatory drawing which showed the principal part in the removal collection | recovery operation | work from the hole drilling of the outer member to which this invention is applied. 保護管を示した拡大縦断面図である。It is the expanded longitudinal cross-sectional view which showed the protective tube. 閉塞部材を示した拡大縦断面図である。It is the expanded longitudinal cross-sectional view which showed the obstruction | occlusion member.

符号の説明Explanation of symbols

1…二重管削孔装置の地上本体、2…外管、3…チップ、4…アウタービット、5…削孔、6…保護管、7…閉塞部材、8…円板部、9…円筒部

DESCRIPTION OF SYMBOLS 1 ... Ground main body of double pipe drilling apparatus, 2 ... Outer pipe, 3 ... Tip, 4 ... Outer bit, 5 ... Drilling hole, 6 ... Protection pipe, 7 ... Closure member, 8 ... Disc part, 9 ... Cylindrical Part

Claims (4)

インナービットの外周部にアウタービットを配設した二重管削孔装置による掘削が終了し、インナー部材を削孔から取出した後、削孔内に残存するアウター部材の内側に保護管を挿入するとともに、その保護管の開口部を閉塞した閉塞部上面に流体圧を作用させて保護管を下方へ押圧した状態で、前記アウター部材を削孔から取出すことを特徴とする二重管削孔装置の撤去回収方法。   After excavation by the double-pipe drilling device in which the outer bit is disposed on the outer peripheral portion of the inner bit, the inner member is taken out from the drilled hole, and then the protective tube is inserted inside the outer member remaining in the drilled hole. And a double-pipe drilling device, wherein the outer member is taken out from the drilled hole while fluid pressure is applied to the upper surface of the closed portion where the opening of the protective tube is closed to press the protective tube downward. Removal collection method. 前記閉塞部上面に圧力を作用させる流体として空気を用いることを特徴とする請求項1に記載の二重管削孔装置の撤去回収方法。   The method for removing and collecting a double-pipe drilling device according to claim 1, wherein air is used as a fluid that applies pressure to the upper surface of the closed portion. アウター部材の内側に挿入可能な外径からなる保護管と、その保護管の開口部を閉塞する閉塞部材とからなり、インナー部材を削孔から取出した後、削孔内に残存するアウター部材の内側に前記保護管を挿入するとともに、その保護管の開口部を前記閉塞部材にて閉塞した閉塞部上面に流体圧を作用させた状態で、前記アウター部材を削孔から取出すように構成したことを特徴とする二重管削孔装置の撤去回収装置。   A protective tube having an outer diameter that can be inserted inside the outer member, and a closing member that closes the opening of the protective tube. After the inner member is taken out from the hole, the outer member remaining in the hole is removed. The protective tube is inserted inside, and the outer member is removed from the hole in a state in which fluid pressure is applied to the upper surface of the closed portion in which the opening of the protective tube is closed by the closing member. This is a double pipe drilling device removal and recovery device. 前記閉塞部材の外径を前記保護管の外径より大きく設定して、その閉塞部材の周辺部に前記保護管と前記アウター部材との間の間隙部に延出する鍔部を形成したことを特徴とする請求項3に記載の二重管削孔装置の撤去回収装置。

The outer diameter of the blocking member is set to be larger than the outer diameter of the protective tube, and the flange portion extending to the gap between the protective tube and the outer member is formed in the periphery of the blocking member. The removal recovery apparatus of the double pipe | tube drilling apparatus of Claim 3 characterized by the above-mentioned.

JP2005145303A 2005-05-18 2005-05-18 Method for removing and collecting double pipe drilling apparatus and apparatus for removing and collecting double pipe drilling apparatus used in the method Expired - Fee Related JP4716410B2 (en)

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