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JP4264334B2 - Drilling device - Google Patents
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JP4264334B2 - Drilling device - Google Patents

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JP4264334B2
JP4264334B2 JP2003405582A JP2003405582A JP4264334B2 JP 4264334 B2 JP4264334 B2 JP 4264334B2 JP 2003405582 A JP2003405582 A JP 2003405582A JP 2003405582 A JP2003405582 A JP 2003405582A JP 4264334 B2 JP4264334 B2 JP 4264334B2
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drilling
pipe
tube
bit
hydraulic hammer
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JP2005163434A (en
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実 松島
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株式会社樋口技工
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Description

本発明は削孔装置に係り、特に削孔管の先端側に水圧式ハンマを備えた削孔装置に関する。   The present invention relates to a drilling device, and more particularly to a drilling device provided with a hydraulic hammer on the tip side of a drilling tube.

削孔装置としては、ビットに打撃力を付与するために空気圧式や水圧式のハンマを備えた削孔装置が知られている(例えば特開2001−3667号公報参照)。図5は従来の削孔装置の一例を示す図で、(a)は要部縦断面図、(b)は(a)のC−C線断面図である。この削孔装置は削孔管の先端側に水圧式ハンマ(ハンマ装置)を備えており、この水圧式ハンマ4の先端部に地盤を掘削するためのビット2が取付けられている。ビット2はビットシャンク部12を備えている。ビット2に削孔管側から回転力を伝えると共に水圧式ハンマ4からの打撃力によるビット2の軸方向の振動を可能とするために、ビットシャンク部12の外周面にはスプライン18が所定範囲で設けられ、水圧式ハンマ4にはビットシャンク部12のスプライン18に対応する溝19を内周面に設けたビットサブ20が螺合接続されている。ビット2の脱落を防止するために、ビットシャンク部12には半割りリングからなるリテーナリング22が装着され、このリテーナリング22がビットサブ20の内端面に係止されることによりビット2の脱落が防止されている。   As a hole drilling device, a hole drilling device provided with a pneumatic or hydraulic hammer in order to apply a striking force to a bit is known (see, for example, JP-A-2001-3667). 5A and 5B are diagrams showing an example of a conventional drilling device, in which FIG. 5A is a longitudinal sectional view of a main part, and FIG. This drilling device is provided with a hydraulic hammer (hammer device) on the tip side of the drilling tube, and a bit 2 for excavating the ground is attached to the tip of the hydraulic hammer 4. Bit 2 includes a bit shank portion 12. In order to transmit the rotational force to the bit 2 from the drilled tube side and to allow the bit 2 to vibrate in the axial direction by the striking force from the hydraulic hammer 4, a spline 18 is provided on the outer peripheral surface of the bit shank portion 12 within a predetermined range. A bit sub 20 provided with a groove 19 corresponding to the spline 18 of the bit shank portion 12 on the inner peripheral surface is screwed to the hydraulic hammer 4. In order to prevent the bit 2 from falling off, the bit shank portion 12 is provided with a retainer ring 22 formed of a half ring, and the retainer ring 22 is locked to the inner end face of the bit sub 20 so that the bit 2 is not dropped off. It is prevented.

水圧式ハンマ4を駆動するために、水圧式ハンマ4には地上から高圧ポンプにより高圧の駆動水が圧送供給される。水圧式ハンマ4で使用された使用済みの駆動水(駆動排水ともいう)はビットシャンク部12及びビット2に設けられた排出孔40を通して地盤側(掘削部側)に排出され、スライムを地上へ搬出処理するためのスライム処理水として用いられる。   In order to drive the hydraulic hammer 4, high-pressure drive water is pumped and supplied to the hydraulic hammer 4 from the ground by a high-pressure pump. The used driving water (also called driving drainage) used in the hydraulic hammer 4 is discharged to the ground side (excavation side) through the discharge hole 40 provided in the bit shank portion 12 and the bit 2, and the slime is discharged to the ground. It is used as slime treated water for carrying out unloading treatment.

特開2001−3667号公報JP 2001-3667 A

しかしながら、前記削孔装置においては、水圧式ハンマを駆動するために現場において多量の駆動水(清水)を確保する必要があるだけでなく、水圧式ハンマから地盤に排出され、スライムの搬出処理に使用された多量の駆動排水(スライム等を含む泥水)を処理することもその現場において必要となる。なお、駆動排水を駆動水として再度使用することも考えられるが、駆動排水を駆動水とし再度使用するためには、駆動排水からスライム等を分離除去しなければならず、そのための大掛かりな処理プラント設備が必要となり、駆動排水の再使用化が容易に図れないのが現状である。   However, in the drilling device, in order to drive the hydraulic hammer, it is necessary not only to secure a large amount of driving water (fresh water) at the site, but also from the hydraulic hammer to the ground, for the slime carry-out processing. It is also necessary to treat a large amount of used driving wastewater (muddy water containing slime, etc.) at the site. Although it is possible to use the driving wastewater again as the driving water, in order to use the driving wastewater again as the driving water, it is necessary to separate and remove slime from the driving wastewater, and a large-scale processing plant for that purpose. At present, equipment is required, and it is difficult to reuse the driving wastewater.

本発明は、上記事情を考慮してなされたものであり、大掛かりな処理プラント設備を必要とせずに駆動排水の再使用化が図れ、運転コストの低減が図れる削孔装置を提供することを目的とする。   The present invention has been made in consideration of the above circumstances, and an object of the present invention is to provide a drilling device capable of reusing driving wastewater without requiring a large-scale treatment plant facility and reducing operating costs. And

本発明のうち、請求項1の発明は、先端部に地盤を掘削するビットを有する削孔管と、該削孔管内の先端側に設けられ、前記ビットに打撃力を与える水圧式ハンマとを備えた削孔装置において、前記削孔管は内管を備え、該内管内には前記水圧式ハンマに地上から駆動水を供給する駆動水供給管が設けられ、該駆動水供給管と前記内管との間が水圧式ハンマから排水される使用済みの駆動水を地上に戻すための還流通路とされ、前記内管と外管の間が掘削部にスライム処理水を供給するスライム処理水供給通路とされていることを特徴とする。   Among the present inventions, the invention of claim 1 comprises a drilling tube having a bit for excavating the ground at the tip, and a hydraulic hammer provided on the tip side in the drilling tube and giving a striking force to the bit. In the drilling device provided, the drilling pipe includes an inner pipe, and a driving water supply pipe for supplying driving water from the ground to the hydraulic hammer is provided in the inner pipe, the driving water supply pipe and the inner pipe A slime treated water supply for supplying the slime treated water to the excavation section between the inner pipe and the outer pipe is a return passage for returning used drive water drained from the hydraulic hammer to the ground. It is characterized by a passage.

請求項2の発明は、請求項1の発明において、前記削孔管、内管及び駆動水供給管が同軸的に設けられていることを特徴とする。   The invention of claim 2 is characterized in that, in the invention of claim 1, the drilling pipe, the inner pipe and the driving water supply pipe are provided coaxially.

請求項3の発明は、請求項1または2の発明において、前記内管には水圧式ハンマの後端部を取付ける台座部が設けられ、水圧式ハンマとビットを連結するビットシャンク部には水圧式ハンマから使用済みの駆動水を内管内に排出する排出口が設けられ、ビットシャンク部と内管の間には駆動水がビット側へ流出するのを防止する止水部材が設けられ、前記台座部には駆動水を地上に戻すための還流孔が設けられていることを特徴とする。   According to a third aspect of the present invention, in the first or second aspect of the present invention, the inner pipe is provided with a pedestal portion for attaching a rear end portion of the hydraulic hammer, and the bit shank portion connecting the hydraulic hammer and the bit has a hydraulic pressure. A discharge port for discharging the used drive water from the type hammer into the inner pipe is provided, and a water stop member is provided between the bit shank portion and the inner pipe to prevent the drive water from flowing out to the bit side. The pedestal is provided with a reflux hole for returning the driving water to the ground.

請求項4の発明は、請求項1,2または3の発明において、前記削孔管、内管及び駆動水供給管が適宜長さに接続可能に構成されていることを特徴とする。   The invention of claim 4 is characterized in that, in the invention of claim 1, 2, or 3, the drilling pipe, the inner pipe and the driving water supply pipe are configured to be connectable to appropriate lengths.

本発明によれば、次のような効果を奏することができる。   According to the present invention, the following effects can be achieved.

請求項1の発明によれば、先端部に地盤を掘削するビットを有する削孔管と、該削孔管内の先端側に設けられ、前記ビットに打撃力を与える水圧式ハンマとを備えた削孔装置において、前記削孔管は内管を備え、該内管内には前記水圧式ハンマに地上から駆動水を供給する駆動水供給管が設けられ、該駆動水供給管と前記内管との間が水圧式ハンマから排水される使用済みの駆動水を地上に戻すための還流通路とされ、前記内管と外管の間が掘削部にスライム処理水を供給するスライム処理水供給通路とされているため、駆動水及びスライム処理水をそれぞれ循環使用することが可能となり、大掛かりな処理プラント設備を必要とせずに駆動排水の再使用化が図れ、運転コストの低減が図れる。   According to the first aspect of the present invention, a drilling pipe comprising a drilling pipe having a bit for excavating the ground at the tip part, and a hydraulic hammer provided on the tip side in the drilling pipe and giving a striking force to the bit. In the hole device, the drilling pipe includes an inner pipe, and a driving water supply pipe for supplying driving water from the ground to the hydraulic hammer is provided in the inner pipe, and the driving water supply pipe and the inner pipe A space between the inner pipe and the outer pipe serves as a slime-treated water supply passage for supplying the slime-treated water to the excavation part. Therefore, it becomes possible to circulate and use the driving water and the slime treated water, respectively, and the driving wastewater can be reused without requiring a large-scale treatment plant facility, and the operation cost can be reduced.

請求項2の発明によれば、前記削孔管、内管及び駆動水供給管が同軸的に設けられているため、簡単な構造で駆動水の循環使用及びスライム処理水の供給が可能となる。   According to the second aspect of the present invention, since the drilling pipe, the inner pipe and the driving water supply pipe are provided coaxially, it is possible to circulate and use driving water and supply slime treated water with a simple structure. .

請求項3の発明によれば、前記内管には水圧式ハンマの後端部を取付ける台座部が設けられ、水圧式ハンマとビットを連結するビットシャンク部には水圧式ハンマから使用済みの駆動水を内管内に排出する排出口が設けられ、ビットシャンク部と内管の間には駆動水がビット側へ流出するのを防止する止水部材が設けられ、前記台座部には駆動水を地上に戻すための還流孔が設けられているため、水圧式ハンマから排出される使用済みの駆動排水を地盤側に排出することなく地上へ容易に戻して駆動水として再使用(循環使用)することができる。   According to a third aspect of the present invention, the inner pipe is provided with a pedestal portion for attaching a rear end portion of the hydraulic hammer, and the bit shank portion connecting the hydraulic hammer and the bit has a used drive from the hydraulic hammer. A discharge port for discharging water into the inner pipe is provided, and a water stop member is provided between the bit shank portion and the inner pipe to prevent the driving water from flowing out to the bit side. Since a return hole is provided to return to the ground, the used drive drain discharged from the hydraulic hammer can be easily returned to the ground without being discharged to the ground and reused as drive water (circulation use). be able to.

請求項4の発明によれば、前記削孔管、内管及び駆動水供給管が適宜長さに接続可能に構成されているため、岩盤の深さに応じて削孔管を適宜長さに延長して使用することができる。   According to the invention of claim 4, since the drilling pipe, the inner pipe and the driving water supply pipe are configured to be connectable to appropriate lengths, the drilling pipes are appropriately lengthened according to the depth of the rock. Can be used extended.

以下に、本発明を実施するための最良の形態について、添付図面を基に詳述する。図1は、本発明の実施の形態である削孔装置を示す要部縦断面図、図2は中間の削孔管を示す図で、(a)は縦断面図、(b)は(a)のA−A線断面図、図3は先端の削孔管を示す図で、(a)は縦断面図、(b)は(a)のB−B線断面図、図4は図1の削孔装置の要部縦断面図である。   The best mode for carrying out the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a longitudinal sectional view showing a main part of a drilling apparatus according to an embodiment of the present invention, FIG. 2 is a diagram showing an intermediate drilling pipe, (a) is a longitudinal sectional view, and (b) is (a 3 is a cross-sectional view taken along line AA in FIG. 3, FIG. 3 is a view showing a drilled tube at the tip, FIG. 4A is a vertical cross-sectional view, FIG. 3B is a cross-sectional view taken along line BB in FIG. It is a principal part longitudinal cross-sectional view of this hole drilling apparatus.

これらの図において、1は削孔装置であり、この削孔装置1は、先端部に地盤を掘削するビット2を有する削孔管3と、この削孔管3内の先端側に設けられ、前記ビット2に打撃力を与える水圧式ハンマ(ハンマ装置)4とを備えている。前記削孔管3は、内側に内管5を備え、この内管5内には前記水圧式ハンマ4に地上から駆動水を供給する駆動水供給管6が設けられ、この駆動水供給管6と前記内管5との間(環状通路)が水圧式ハンマ4から排水される使用済みの駆動水(駆動排水ともいう)を地上に戻すための還流通路7とされ、前記内管5と外管である削孔管3との間(環状通路)が掘削部にスライム処理水を供給するスライム処理水供給通路8とされている。   In these drawings, 1 is a drilling device, and this drilling device 1 is provided at the tip side of the drilling tube 3 having a bit 2 for excavating the ground at the tip portion, and the drilling tube 3, A hydraulic hammer (hammer device) 4 is provided for applying a striking force to the bit 2. The drilling pipe 3 includes an inner pipe 5 on the inner side, and a driving water supply pipe 6 for supplying driving water from the ground to the hydraulic hammer 4 is provided in the inner pipe 5. Between the inner pipe 5 and the inner pipe 5 (annular passage) is a return passage 7 for returning used driving water (also called driving drainage) drained from the hydraulic hammer 4 to the ground. A space (annular passage) between the drilling pipe 3 that is a pipe serves as a slime treated water supply passage 8 that supplies the slime treated water to the excavation part.

内管5は外管である削孔管3の内周に適宜間隔で配した取付部材9を介して削孔管3内に一体的に取付けられ、駆動水供給管6は内管5の内周に適宜間隔で配した取付部材10を介して内管5内に一体的に取付けられている。前記削孔管3、内管5及び駆動水供給管6は、同軸的すなわち同心円状に設けられており、三重管構造とされている。   The inner pipe 5 is integrally mounted in the drilling pipe 3 via mounting members 9 arranged at appropriate intervals on the inner periphery of the drilling pipe 3 which is an outer pipe, and the drive water supply pipe 6 is connected to the inner pipe 5. It is integrally attached in the inner pipe 5 via attachment members 10 arranged at appropriate intervals around the circumference. The drilling pipe 3, the inner pipe 5 and the driving water supply pipe 6 are provided coaxially, that is, concentrically, and have a triple pipe structure.

前記内管5には水圧式ハンマ4の後端部を取付ける台座部11が一体的に設けられ、水圧式ハンマ4とビット2を連結するビットシャンク部12の外周面には水圧式ハンマ4から使用済みの駆動水(駆動排水)を内管5内に排出する排出口13が設けられている。ビットシャンク部12と内管5の間には駆動水がビット2側(掘削部側、地盤側)へ流出するのを防止する止水部材例えばOリング14が設けられ、前記台座部11には排出口13から排出された駆動水(駆動排水)を地上に戻すための還流孔15が設けられている。   The inner pipe 5 is integrally provided with a pedestal portion 11 for attaching a rear end portion of the hydraulic hammer 4, and an outer peripheral surface of a bit shank portion 12 connecting the hydraulic hammer 4 and the bit 2 is formed from the hydraulic hammer 4. A discharge port 13 for discharging the used drive water (drive drainage) into the inner pipe 5 is provided. Between the bit shank portion 12 and the inner pipe 5, there is provided a water stop member such as an O-ring 14 that prevents the driving water from flowing out to the bit 2 side (excavation portion side, ground side). A reflux hole 15 is provided for returning the drive water (drive drainage) discharged from the discharge port 13 to the ground.

前記水圧式ハンマ(ハンマ装置)4はハンマ本体(ハンマ装置本体)4aを有し、このハンマ本体4aの後端部が台座部11に取付固定されている。台座部11の軸心部には駆動水供給管6の先端部を接続するための接続口16が設けられ、この接続口16に駆動水供給管6の先端部がOリング17を介して気密に挿入接続されている。   The hydraulic hammer (hammer device) 4 has a hammer main body (hammer device main body) 4 a, and a rear end portion of the hammer main body 4 a is attached and fixed to the pedestal portion 11. A connecting port 16 for connecting the distal end portion of the drive water supply pipe 6 is provided in the axial center portion of the pedestal portion 11, and the distal end portion of the drive water supply pipe 6 is airtightly connected to the connection port 16 via an O ring 17. Inserted and connected to.

ビット2はビットシャンク部12を備えている。ビット2に削孔管3側から回転力を伝えると共に水圧式ハンマ4からの打撃力によるビット2の軸方向の振動を可能とするために、ビットシャンク部12の外周面にはスプライン18が所定範囲で設けられ、水圧式ハンマ4のハンマ本体4aにはビットシャンク部12のスプライン18に対応する溝19を内周面に設けたビットサブ20が螺合接続されている。ビット2の脱落を防止するために、ビットシャンク部12の後端部にはビットサブ20の内径よりも小さい後端フランジ部21が設けられると共にこの後端フランジ部21よりも前側には半割りリングからなるリテーナリング22が装着され、このリテーナリング22がビットサブ20の内端面に係止されることによりビット2の脱落が防止されている。更に具体的には、リテーナリング22の内径はビットシャンク部12の外径よりも僅かに大きく、ビットシャンク部12の外径はビットサブ20の内径よりも大きく、且つハンマ本体4aの内径よりも小さく形成されている。   Bit 2 includes a bit shank portion 12. A spline 18 is provided on the outer peripheral surface of the bit shank portion 12 in order to transmit the rotational force to the bit 2 from the side of the drilled tube 3 and to allow the bit 2 to vibrate in the axial direction by the striking force from the hydraulic hammer 4. A bit sub 20 having a groove 19 corresponding to the spline 18 of the bit shank portion 12 is screwed to the hammer main body 4a of the hydraulic hammer 4 in a range. In order to prevent the bit 2 from falling off, the rear end portion of the bit shank portion 12 is provided with a rear end flange portion 21 smaller than the inner diameter of the bit sub 20 and at the front side of the rear end flange portion 21 is a half ring. The retainer ring 22 is attached, and the retainer ring 22 is locked to the inner end face of the bit sub 20 to prevent the bit 2 from falling off. More specifically, the inner diameter of the retainer ring 22 is slightly larger than the outer diameter of the bit shank portion 12, and the outer diameter of the bit shank portion 12 is larger than the inner diameter of the bit sub 20 and smaller than the inner diameter of the hammer body 4a. Is formed.

ビットシャンク部12の先端側にはビットサブ20の外径よりも大きく内管5の内径よりも小さい前端フランジ部23が設けられ、ビットシャンク部12における前端フランジ部23よりも後側近傍に前記排出口13がビットシャンク部12の半径方向に開口形成されている。前端フランジ部23よりも後側のビットシャンク部12の略軸心部には排出口13とハンマ本体4a内の駆動水排水部とを連通する排水通路24が設けられている。前記前端フランジ部23の外周面と前記内管5の内周面との間に止水部材であるOリング14が設けられている。ビット2には従来のように駆動排水を掘削部側に排水する排水孔は設けられていない。ハンマ本体4aと内管5の間は排出口13から排出された駆動排水を後方すなわち地上側へ戻すための前方還流通路25とされ、この前方還流通路25と前記台座部11よりも後方の還流通路7とを連通させるために台座部11には還流孔15が周方向に適宜間隔で複数設けられている。   A front end flange portion 23 that is larger than the outer diameter of the bit sub 20 and smaller than the inner diameter of the inner tube 5 is provided on the distal end side of the bit shank portion 12. An outlet 13 is formed in the radial direction of the bit shank portion 12. A drainage passage 24 that communicates the discharge port 13 with the driving water drainage portion in the hammer body 4a is provided in a substantially axial center portion of the bit shank portion 12 on the rear side of the front end flange portion 23. An O-ring 14 that is a water stop member is provided between the outer peripheral surface of the front end flange portion 23 and the inner peripheral surface of the inner tube 5. The bit 2 is not provided with a drainage hole for draining the driving drainage to the excavation part side as in the prior art. A space between the hammer body 4a and the inner pipe 5 serves as a front reflux passage 25 for returning the driving drainage discharged from the discharge port 13 to the rear side, that is, the ground side. In order to communicate with the passage 7, the pedestal 11 is provided with a plurality of reflux holes 15 at appropriate intervals in the circumferential direction.

前記削孔管3、内管5及び駆動水供給管6は適宜長さに接続可能に構成されている。削孔管3は水圧式ハンマ4を有する先端管(先端の削孔管)3aと駆動水供給管6を有する三重管(中間の削孔管)3bとに分割され、これら先端管3aと三重管3bとが接続可能になっていると共に、三重管3b同士が接続可能になっている。図示例の場合、先端管3aの後端部内周には雌ねじ部26が設けられ、三重管3bの先端部外周には雌ねじ部26に螺合する雄ねじ部27が設けられている。また、三重管3bの後端部内周には他の三重管3bの先端部の雄ねじ部27を螺合するための雌ねじ部28が設けられている。   The drilling pipe 3, the inner pipe 5 and the driving water supply pipe 6 are configured to be connectable to appropriate lengths. The drilling tube 3 is divided into a tip tube (tip drilling tube) 3a having a hydraulic hammer 4 and a triple tube (intermediate drilling tube) 3b having a driving water supply tube 6, and the tip tube 3a and the triple tube are divided. The tube 3b can be connected, and the triple tubes 3b can be connected to each other. In the case of the illustrated example, an internal thread portion 26 is provided on the inner periphery of the rear end portion of the distal end tube 3a, and an external thread portion 27 that is screwed to the internal thread portion 26 is provided on the outer periphery of the distal end portion of the triple tube 3b. Further, a female screw portion 28 for screwing the male screw portion 27 at the tip end portion of the other triple tube 3b is provided on the inner periphery of the rear end portion of the triple tube 3b.

また、内管5は先端管3a側の内管5aと三重管3b側の内管5bとに分割され、これら内管5a,5bが接続可能になっていると共に、内管5b、5bが接続可能になっている。図示例では、先端管3aの内管5aの内径よりも三重管3bの内管5bの外径が小さく形成され、三重管3bの内管5bの先端部が先端管3aの内管5aの後端部にOリング29を介して気密に挿入接続されるようになっている。三重管3bの内管5bの後端部にはこの内管5bの外径よりも大きい内径を有する接続管部30が設けられ、この接続管部30に対して他の三重管3bの内管5bの先端部がOリングを介して挿入接続されるようになっている。これと同様に、三重管3bの駆動水供給管6の後端部にはこの駆動水供給管6の外径よりも大きい内径を有する接続管部31が設けられ、この接続管部31に対して他の三重管3bの駆動水供給管6の先端部がOリング32を介して挿入接続されるようになっている。   The inner tube 5 is divided into an inner tube 5a on the tip tube 3a side and an inner tube 5b on the triple tube 3b side. These inner tubes 5a and 5b are connectable, and the inner tubes 5b and 5b are connected. It is possible. In the illustrated example, the outer diameter of the inner tube 5b of the triple tube 3b is formed smaller than the inner diameter of the inner tube 5a of the tip tube 3a, and the tip of the inner tube 5b of the triple tube 3b is located behind the inner tube 5a of the tip tube 3a. The end portion is hermetically inserted and connected via an O-ring 29. A connecting pipe part 30 having an inner diameter larger than the outer diameter of the inner pipe 5b is provided at the rear end of the inner pipe 5b of the triple pipe 3b, and the inner pipe of another triple pipe 3b is connected to the connecting pipe part 30. The tip of 5b is inserted and connected via an O-ring. Similarly, a connecting pipe portion 31 having an inner diameter larger than the outer diameter of the driving water supply pipe 6 is provided at the rear end portion of the driving water supply pipe 6 of the triple pipe 3b. The tip of the drive water supply pipe 6 of the other triple pipe 3 b is inserted and connected via an O-ring 32.

このように構成された削孔管3は、作業機である例えばロータリ式ドリルマシンの回転駆動機構であるドリフタに駆動水給排水及びスライム処理水給水用スイベルを介して基端部(後端部)が接続され、例えば削孔管3を地面に対して垂直に立てて軸回りに回転させつつ押し進めて地盤を削孔するようになっている。スイベルには駆動水タンク(水槽)から駆動水を駆動水供給管6を介して水圧式ハンマ4に圧送供給するための高圧ポンプが接続され、水圧式ハンマ4を経由した使用済みの駆動排水は削孔管3内の還流通路7(先端還流通路25を含む)及びスイベルを介して駆動水タンクに戻され駆動水として再使用(循環使用)されるようになっている。また、スイベルにはスライム処理水タンク(水槽)からスライム処理水をスライム処理水供給通路6を介して削孔管先端の地盤に供給するためのポンプが接続され、スライム処理水は地盤の掘削により生じるスライム等を伴って削孔管3と削孔内壁間の隙間を通りスライム処理水タンクに戻され、そのスライム処理排水(好ましくはその上澄み液)がスライム処理水として再使用(循環使用)されるようになっている。   The drilling pipe 3 configured as described above is a base end portion (rear end portion) via a driving water supply / drainage and a slime-treated water supply swivel to a drifter which is a rotary drive mechanism of a rotary drill machine, for example, a work machine. For example, the ground drilling tube 3 is pushed vertically while rotating around the axis while standing perpendicular to the ground, and the ground is drilled. The swivel is connected to a high-pressure pump for supplying the drive water from the drive water tank (water tank) to the hydraulic hammer 4 via the drive water supply pipe 6, and the used drive drainage via the hydraulic hammer 4 is used. The water is returned to the driving water tank via the reflux passage 7 (including the tip reflux passage 25) and the swivel in the drilling tube 3, and is reused (circulated) as driving water. The swivel is connected to a pump for supplying the slime treated water from the slime treated water tank (water tank) to the ground at the tip of the drilling pipe through the slime treated water supply passage 6, and the slime treated water is obtained by excavating the ground. Along with the generated slime, etc., it passes through the gap between the drilling tube 3 and the inner wall of the drilling hole and is returned to the slime-treated water tank, and the slime-treated wastewater (preferably its supernatant) is reused (circulated) as the slime-treated water. It has become so.

以上の構成からなる削孔装置1によれば、先端部に地盤を掘削するビット2を有する削孔管3と、該削孔管3内の先端側に設けられ、前記ビット2に打撃力を与える水圧式ハンマ4とを備え、前記削孔管3は内管5を有し、該内管5内には前記水圧式ハンマ4に地上から駆動水を供給する駆動水供給管6が設けられ、該駆動水供給管6と前記内管5との間が水圧式ハンマ4から排水される使用済みの駆動水を地上に戻すための還流通路7とされ、前記内管5と削孔管3の間が掘削部にスライム処理水を供給するスライム処理水供給通路8とされているため、駆動水及びスライム処理水をそれぞれ独立して循環使用することが可能となり、大掛かりな処理プラント設備を必要とせずに駆動排水の再使用化が図れ、設備コスト及び運転コストの低減が図れる。   According to the drilling device 1 having the above-described configuration, a drilling tube 3 having a bit 2 for excavating the ground at the distal end portion and a distal end side in the drilling tube 3 are provided, and an impact force is applied to the bit 2. The drilling pipe 3 has an inner pipe 5, and a driving water supply pipe 6 for supplying driving water to the hydraulic hammer 4 from the ground is provided in the inner pipe 5. The space between the driving water supply pipe 6 and the inner pipe 5 serves as a return passage 7 for returning used driving water drained from the hydraulic hammer 4 to the ground, and the inner pipe 5 and the drilled pipe 3 Since the slime treated water supply passage 8 for supplying slime treated water to the excavation section is provided between the two, the drive water and the slime treated water can be circulated and used independently, and a large treatment plant facility is required. The driving wastewater can be reused without the need for equipment and operating costs. It can be achieved.

また、前記削孔管3、内管5及び駆動水供給管6が同軸的に設けられ、三重管構造になっているため、簡単な構造で駆動水とスライム処理水を分けて削孔管3の先端側へ供給することできると共に、水圧式ハンマ4の駆動に供された後の使用済みの駆動水(駆動排水)をスライムと混合させることなく地上に戻すことができる。   Further, since the drilling pipe 3, the inner pipe 5 and the driving water supply pipe 6 are provided coaxially and have a triple pipe structure, the driving water and the slime treated water are separated by a simple structure. The used drive water (drive drainage) after being used for driving the hydraulic hammer 4 can be returned to the ground without being mixed with slime.

前記内管5には水圧式ハンマ4の後端部を取付ける台座部11が設けられ、水圧式ハンマ4とビット2を連結するビットシャンク部12には水圧式ハンマ4から使用済みの駆動水(駆動排水)を内管5内に排出する排出口13が設けられ、ビットシャンク部12と内管5の間には駆動水がビット2側(掘削部側)へ流出するのを防止する止水部材例えばOリング14が設けられ、前記台座部11には使用済みの駆動水を地上に戻すための還流孔15が設けられているため、水圧式ハンマ4から排出される使用済みの駆動水を地盤側(掘削部側)に排出することなく地上へ容易に戻して駆動水として再使用(循環使用)することができる。   The inner pipe 5 is provided with a pedestal portion 11 for attaching the rear end portion of the hydraulic hammer 4, and the bit shank portion 12 for connecting the hydraulic hammer 4 and the bit 2 to the used driving water from the hydraulic hammer 4 ( A discharge port 13 for discharging the drive drainage) into the inner pipe 5 is provided, and a water stop is provided between the bit shank part 12 and the inner pipe 5 to prevent the drive water from flowing out to the bit 2 side (excavation part side). A member, for example, an O-ring 14 is provided, and the pedestal portion 11 is provided with a return hole 15 for returning used drive water to the ground, so that used drive water discharged from the hydraulic hammer 4 can be used. It can be easily returned to the ground without being discharged to the ground side (excavated part side) and reused (circulated) as drive water.

前記削孔管3、内管5及び駆動水供給管6が適宜長さに接続可能に構成されているため、岩盤の深さに応じて削孔管3を適宜長さに延長して使用することができる。前記削孔管3においては、削孔管3内の先端側に、ビット2に打撃力を与える水圧式ハンマ4を設けているため、削孔管3の後端側(トップ側)に水圧式ハンマを設けた場合よりも打撃力を減衰させずにビット2に対して直接打撃力を与えることができ、削孔性能の向上が図れる。   Since the drilling pipe 3, the inner pipe 5 and the driving water supply pipe 6 are configured to be connectable to appropriate lengths, the drilling pipe 3 is used by extending the length appropriately according to the depth of the rock. be able to. In the hole drilling tube 3, a hydraulic hammer 4 that gives a striking force to the bit 2 is provided on the tip side in the hole drilling tube 3, so that a hydraulic type is provided on the rear end side (top side) of the hole drilling tube 3. The striking force can be directly applied to the bit 2 without attenuating the striking force as compared with the case where a hammer is provided, and the drilling performance can be improved.

本発明の実施の形態ないし実施例を図面により詳述してきたが、本発明は前記実施の形態ないし実施例に限定されるものではなく、本発明の要旨を逸脱しない範囲での種々の設計変更等が可能である。例えば、先端管の内管と三重管の内管を接続する場合或いは三重管の内管同士を接続する場合、前記実施例では挿入接続構造が採用されているが、先端管と三重管を接続する場合と同様に螺合接続構造を採用しても良い。   Although the embodiments and examples of the present invention have been described in detail with reference to the drawings, the present invention is not limited to the above-described embodiments and examples, and various design changes can be made without departing from the gist of the present invention. Etc. are possible. For example, when connecting the inner tube of the tip tube and the inner tube of the triple tube, or connecting the inner tubes of the triple tube, the insertion connection structure is adopted in the above embodiment, but the tip tube and the triple tube are connected. A screw connection structure may be employed as in the case of performing.

本発明の実施の形態である削孔装置を示す要部縦断面図である。It is a principal part longitudinal cross-sectional view which shows the drilling apparatus which is embodiment of this invention. 中間の削孔管を示す図で、(a)は縦断面図、(b)は(a)のA−A線断面図である。It is a figure which shows an intermediate | middle drilling pipe, (a) is a longitudinal cross-sectional view, (b) is the sectional view on the AA line of (a). 先端の削孔管を示す図で、(a)は縦断面図、(b)は(a)のB−B線断面図である。It is a figure which shows the drilling pipe | tube of a front-end | tip, (a) is a longitudinal cross-sectional view, (b) is the BB sectional drawing of (a). 図1の削孔装置の要部縦断面図である。It is a principal part longitudinal cross-sectional view of the hole drilling apparatus of FIG. 従来の削孔装置の一例を示す図で、(a)は要部縦断面図、(b)は(a)のC−C線断面図である。It is a figure which shows an example of the conventional drilling apparatus, (a) is a principal part longitudinal cross-sectional view, (b) is CC sectional view taken on the line of (a).

符号の説明Explanation of symbols

1 削孔装置
2 ビット
3 削孔管
4 水圧式ハンマ
5 内管
6 駆動水供給管
7 還流通路
8 スライム水供給通路
11 台座部
12 ビットシャンク部
13 排出口
14 Oリング(止水部材)
15 還流孔
DESCRIPTION OF SYMBOLS 1 Drilling device 2 Bit 3 Drilling pipe 4 Hydraulic hammer 5 Inner pipe 6 Drive water supply pipe 7 Returning path 8 Slime water supply path 11 Base part 12 Bit shank part 13 Outlet 14 O ring (water stop member)
15 Reflux hole

Claims (4)

先端部に地盤を掘削するビットを有する削孔管と、該削孔管内の先端側に設けられ、前記ビットに打撃力を与える水圧式ハンマとを備えた削孔装置において、前記削孔管は内管を備え、該内管内には前記水圧式ハンマに地上から駆動水を供給する駆動水供給管が設けられ、該駆動水供給管と前記内管との間が水圧式ハンマから排水される使用済みの駆動水を地上に戻すための還流通路とされ、前記内管と外管の間が掘削部にスライム処理水を供給するスライム処理水供給通路とされていることを特徴とする削孔装置。   In a drilling device comprising a drilling tube having a bit for excavating the ground at the tip, and a hydraulic hammer provided on the tip side in the drilling tube and giving a striking force to the bit, the drilling tube comprises: An inner pipe is provided, and a driving water supply pipe for supplying driving water to the hydraulic hammer from the ground is provided in the inner pipe, and a space between the driving water supply pipe and the inner pipe is drained from the hydraulic hammer. A drilling hole characterized in that it is a return passage for returning used drive water to the ground, and a slime treated water supply passage for supplying slime treated water to the excavation section is provided between the inner pipe and the outer pipe. apparatus. 前記削孔管、内管及び駆動水供給管が同軸的に設けられていることを特徴とする請求項1に記載の削孔装置。   The drilling device according to claim 1, wherein the drilling tube, the inner tube, and the driving water supply tube are provided coaxially. 前記内管には水圧式ハンマの後端部を取付ける台座部が設けられ、水圧式ハンマとビットを連結するビットシャンク部には水圧式ハンマから使用済みの駆動水を内管内に排出する排出口が設けられ、ビットシャンク部と内管の間には駆動水がビット側へ流出するのを防止する止水部材が設けられ、前記台座部には駆動水を地上に戻すための還流孔が設けられていることを特徴とする請求項1または2に記載の削孔装置。   The inner pipe is provided with a pedestal for attaching the rear end of the hydraulic hammer, and the bit shank connecting the hydraulic hammer and the bit has a discharge port for discharging used drive water from the hydraulic hammer into the inner pipe. A water stop member is provided between the bit shank portion and the inner pipe to prevent the driving water from flowing out to the bit side, and the pedestal portion is provided with a return hole for returning the driving water to the ground. The drilling device according to claim 1, wherein the drilling device is provided. 前記削孔管、内管及び駆動水供給管が適宜長さに接続可能に構成されていることを特徴とする請求項1,2または3に記載の削孔装置。
The drilling device according to claim 1, 2 or 3, wherein the drilling tube, the inner tube, and the driving water supply tube are configured to be connectable to appropriate lengths.
JP2003405582A 2003-12-04 2003-12-04 Drilling device Expired - Fee Related JP4264334B2 (en)

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