JP2004324274A - Fluid jetting device of auger drill - Google Patents

Fluid jetting device of auger drill Download PDF

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Publication number
JP2004324274A
JP2004324274A JP2003121850A JP2003121850A JP2004324274A JP 2004324274 A JP2004324274 A JP 2004324274A JP 2003121850 A JP2003121850 A JP 2003121850A JP 2003121850 A JP2003121850 A JP 2003121850A JP 2004324274 A JP2004324274 A JP 2004324274A
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JP
Japan
Prior art keywords
pressure fluid
auger drill
tip
inner cylinder
pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2003121850A
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Japanese (ja)
Other versions
JP4074831B2 (en
Inventor
Satoru Yamada
悟 山田
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.)
Nippon High Strength Concrete Co Ltd
Original Assignee
Nippon High Strength Concrete 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 Nippon High Strength Concrete Co Ltd filed Critical Nippon High Strength Concrete Co Ltd
Priority to JP2003121850A priority Critical patent/JP4074831B2/en
Publication of JP2004324274A publication Critical patent/JP2004324274A/en
Application granted granted Critical
Publication of JP4074831B2 publication Critical patent/JP4074831B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To easily perform diameter increased digging and easily form foot protection concrete by projecting the tip of the high-pressure fluid jetting nozzle of an auger drill digging the ground under a concrete pile through the pile to the outside from the outer diameter of the blade of the auger drill. <P>SOLUTION: The high-pressure fluid jetting nozzle 20 fitted to the side face of the auger drill near the lower end thereof is formed in a double tube having a fixed outer tube 21 and a movable inner tube 30 moving forward and backward within a specified distance in the fixed outer tube 21. The movable inner tube 30 comprises a jetting hole 32 at the tip and a sealed sleeve 34 for inserting, therein, the tip of a high-pressure fluid supply tube 14 fitted to the rear end. The device also comprises a spring 23 energizing the inner tube 30 in the backward direction. When high-pressure fluid is jetted, the high-pressure fluid moves forward the inner tube 30 against the energizing force of the spring 23. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、オーガドリルの流体噴射装置に関する。さらに詳しくは、コンクリート杭等を地中に沈設する場合に、杭中にオーガドリルを挿入して、杭より下方の地盤を拡径掘削したり、大径のコンクリート球根を形成する場合に用いる、高圧流体噴射装置の構造に関する。
【0002】
【従来の技術】
コンクリート杭等の基礎杭を地中に沈設する場合に、杭の中空部を通ってオーガドリルを挿入し、このオーガドリルで杭下端より下方の地盤を掘削しながら杭を沈設施工することが行われている。この場合に、杭下端部近傍及びその下方の支持層に拡径部を形成し、杭の外径より大径の根固めコンクリートを支持層中に形成し、これを杭と一体化させ、杭の支持力を大幅に増大させる技術がある。
【0003】
この根固めコンクリートを形成する場合、オーガドリルを杭下端より下方に突出させ、杭下端より下方の地盤を掘削混練するために、圧縮空気、高圧水、ベントナイト泥水等を噴射したり、球根築造のためのセメントミルク等の噴射のための高圧流体噴出装置をオーガドリルの下端近傍に取り付ける。
【0004】
このような高圧流体噴出装置のノズルは、高圧流体を半径方向外側に噴射するように、オーガドリルの下端部材にオーガー軸に直角に突出させて設けられている。
【0005】
しかしながら、従来、このような高圧流体噴射ノズルは、ノズルの先端をオーガドリルのスクリュー羽根の外径より半径方向外方に突出させることはできなかった。
【0006】
【発明が解決しようとする課題】
上述のように、従来のオーガドリルの高圧流体噴射ノズルは、ノズルの先端がオーガドリルの羽根の外径より外方に突出させることはできなかったが、一方、拡径掘削や大径の根固めコンクリート形成のためには、高圧流体噴射装置のノズルの先端をオーガドリルの羽根の外径より半径方向外側に突出させることができれば、ノズルを拡径寸法に近づけて作用させることができ、メリットが大きい。
【0007】
本発明はこのような観点に立脚して開発されたもので、高圧流体を噴射しない時は、先端がオーガドリルの羽根の外径より外方に突出することなく、高圧流体を噴射するときは、先端がオーガドリルの外径より半径方向外側に突出するようなオーガドリルの流体噴射装置を提供することを目的とするものである。
【0008】
【課題を解決するための手段】
本発明は、上記問題点を解決するためになされたもので、その技術手段は、オーガドリルの下端近傍側面に取り付けられた高圧流体噴射ノズルを、固定外筒と、該固定内筒内を一定距離前進後退する可動内筒とからなる二重筒とし、該可動内筒は先端に噴出孔を備え後端に高圧流体供給管の先端を挿入するシールされたスリーブを備え、前記内筒を後退方向に付勢するばねを備え、高圧流体噴出時に、高圧流体が前記ばねの付勢力に抗して、内筒を前進させる構造としたことを特徴とするオーガドリルの流体噴射装置である。
【0009】
本発明のノズルは、高圧流体の圧力により、可動内筒を前方に前進させ、ノズルの先端を延出自在に構成したものである。
【0010】
【発明の実施の形態】
以下図面を参照して本発明のオーガドリルの流体噴射装置について実施の形態を説明する。
【0011】
図1は本発明の実施例のオーガドリルの最下端部材10の縦断面図を示すものである。この最下端部材10は掘削刃、スクリュー羽根等の記載を省略して、流体噴射装置を主に記載してある。
【0012】
オーガドリルの最下端部材10には、連結部材11、流体通路基底部13から噴射ノズル20に高圧流体を供給する供給管14が取付けられている。
【0013】
流体噴射装置のノズル20がこのオーガドリルの最下端部材10の側面に設けられている。
【0014】
ノズル20は固定外筒21とこの固定外筒21内に同軸に挿入された可動内筒30を備えている。固定外筒21は先端部に口金22を取付け、可動内筒30は尾端外周にフランジ31を設けこの口金22とフランジ31間にコイルばね23が介装されている。可動内筒30はフランジ31が固定外筒21の内周面を前後進方向に摺動し、可動内筒30の外径は固定外筒21の先端口金22内を前後進方向に摺動する。可動内筒30は先端に高圧流体噴出孔32を備えたピース33を有し、尾端側はスリーブ34を形成している。このスリーブ34円には高圧流体供給管14が挿入されている。
【0015】
スリーブ34の内径と高圧流体供給管14との間はシール材36によってシールされている。また可動内筒30内にはボールバルブ35が設けられ、不使用時にノズル20を閉止している。
【0016】
図2は高圧流体を供給して可動内筒30が前進した状態を示している。高圧流体は高圧流体供給管14から可動内筒30スリーブ34内に供給され、ばね23の付勢力に抗して可動内筒30を前進させる。このとき、ボールバルブ35が開き、高圧流体噴出孔32から高圧流体を噴出する。高圧流体の圧力、及びスリーブの直系、ばね23のばね常数及び設定長さ、ボールバルブ35の開閉圧力等は設計によって適切に定めされ設定される。
【0017】
ノズルの突出長さは例えば外径600mmφのプレストレストコンクリート杭に用いるオーガドリルでは、90mm程度の突出が可能である。
【0018】
【発明の効果】
本発明のオーガドリルの流体噴射装置は以上のように構成されているので、コンクリート杭下端の支持地盤に拡径された支持球根を容易に造成することができ、杭の支持力増強に寄与するところがきわめて大であるという優れた効果を奏する。
【図面の簡単な説明】
【図1】実施例の縦断面図である
【図2】図1の部分図であって拡径時の状態を示す縦断面図である。
【符号の説明】
10 最下端部材
11 連結部材
13 流体通路基底部
14 供給管
20 噴射ノズル
21 固定外筒
22 口金
23 コイルばね
30 可動内筒
31 フランジ
32 高圧流体噴出孔
33 ピース
34 スリーブ
36 シール材
35 ボールバルブ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a fluid ejection device for an auger drill. More specifically, when submerging concrete piles and the like in the ground, insert an auger drill into the pile to use for expanding the ground below the pile and forming a large diameter concrete bulb, The present invention relates to a structure of a high-pressure fluid ejection device.
[0002]
[Prior art]
When laying a foundation pile such as a concrete pile in the ground, it is necessary to insert an auger drill through the hollow part of the pile and to lay the pile while drilling the ground below the lower end of the pile with this auger drill. Have been In this case, an enlarged diameter part is formed in the support layer near the lower end of the pile and below it, and a concrete with a diameter larger than the outside diameter of the pile is formed in the support layer, and this is integrated with the pile, There is a technology that greatly increases the bearing capacity of a vehicle.
[0003]
When forming this compacted concrete, an auger drill is protruded below the lower end of the pile to excavate and knead the ground below the lower end of the pile. A high-pressure fluid ejection device for ejecting cement milk or the like is attached near the lower end of the auger drill.
[0004]
The nozzle of such a high-pressure fluid ejection device is provided on the lower end member of the auger drill so as to project at right angles to the auger axis so as to eject the high-pressure fluid radially outward.
[0005]
However, conventionally, such a high-pressure fluid injection nozzle has not been able to project the tip of the nozzle radially outward from the outer diameter of the screw blade of the auger drill.
[0006]
[Problems to be solved by the invention]
As described above, the high pressure fluid injection nozzle of the conventional auger drill cannot make the tip of the nozzle protrude outside the outer diameter of the blade of the auger drill. In order to form compacted concrete, if the tip of the nozzle of the high-pressure fluid injection device can protrude radially outward from the outer diameter of the blade of the auger drill, the nozzle can be made to work closer to the expanded diameter, which is an advantage. Is big.
[0007]
The present invention has been developed based on this point of view.When not injecting high-pressure fluid, the tip does not protrude outside the outer diameter of the auger drill blade, and when injecting high-pressure fluid, It is another object of the present invention to provide an auger drill fluid ejecting apparatus having a tip projecting radially outward from an outer diameter of the auger drill.
[0008]
[Means for Solving the Problems]
The present invention has been made in order to solve the above-mentioned problems, and its technical means is to provide a high-pressure fluid injection nozzle attached to a side surface near the lower end of an auger drill with a fixed outer cylinder and a fixed inner cylinder. A movable inner cylinder that moves forward and backward by a distance, and the movable inner cylinder includes a sealed sleeve that has an ejection hole at the tip and inserts the tip of the high-pressure fluid supply pipe at the rear end, and retracts the inner cylinder. A fluid ejecting apparatus for an auger drill, comprising: a spring for urging the inner cylinder against a biasing force of the spring when a high-pressure fluid is ejected.
[0009]
The nozzle of the present invention is configured such that the movable inner cylinder is moved forward by the pressure of the high-pressure fluid, and the tip of the nozzle is freely extended.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of a fluid ejection device for an auger drill according to the present invention will be described below with reference to the drawings.
[0011]
FIG. 1 is a longitudinal sectional view of a lowermost member 10 of an auger drill according to an embodiment of the present invention. The lowermost member 10 mainly describes a fluid ejecting apparatus by omitting descriptions of a cutting blade, a screw blade, and the like.
[0012]
The lowermost member 10 of the auger drill is provided with a connecting member 11 and a supply pipe 14 for supplying a high-pressure fluid from the fluid passage base 13 to the injection nozzle 20.
[0013]
A nozzle 20 of the fluid ejection device is provided on a side surface of the lowermost member 10 of the auger drill.
[0014]
The nozzle 20 includes a fixed outer cylinder 21 and a movable inner cylinder 30 coaxially inserted into the fixed outer cylinder 21. The fixed outer cylinder 21 is provided with a base 22 at the tip, and the movable inner cylinder 30 is provided with a flange 31 on the outer periphery of the tail end. A coil spring 23 is interposed between the base 22 and the flange 31. In the movable inner cylinder 30, the flange 31 slides on the inner peripheral surface of the fixed outer cylinder 21 in the forward / rearward direction, and the outer diameter of the movable inner cylinder 30 slides in the front end base 22 of the fixed outer cylinder 21 in the forward / backward direction. . The movable inner cylinder 30 has a piece 33 provided with a high-pressure fluid ejection hole 32 at the tip, and forms a sleeve 34 at the tail end side. The high-pressure fluid supply pipe 14 is inserted into the sleeve 34 circle.
[0015]
The space between the inner diameter of the sleeve 34 and the high-pressure fluid supply pipe 14 is sealed by a seal material 36. A ball valve 35 is provided in the movable inner cylinder 30, and the nozzle 20 is closed when not in use.
[0016]
FIG. 2 shows a state where the movable inner cylinder 30 is advanced by supplying a high-pressure fluid. The high-pressure fluid is supplied from the high-pressure fluid supply pipe 14 into the movable inner cylinder 30 sleeve 34, and advances the movable inner cylinder 30 against the urging force of the spring 23. At this time, the ball valve 35 is opened, and the high-pressure fluid is ejected from the high-pressure fluid ejection hole 32. The pressure of the high-pressure fluid, the direct line of the sleeve, the spring constant and the set length of the spring 23, the opening and closing pressure of the ball valve 35, and the like are appropriately determined and set by design.
[0017]
For example, an auger drill used for a prestressed concrete pile having an outer diameter of 600 mmφ can project about 90 mm.
[0018]
【The invention's effect】
Since the fluid ejection device of the auger drill of the present invention is configured as described above, it is possible to easily form a support bulb having an expanded diameter on the support ground at the lower end of the concrete pile, which contributes to the reinforcement of the pile. However, it has an excellent effect of being extremely large.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view of an embodiment; FIG. 2 is a partial view of FIG. 1 and is a longitudinal sectional view showing a state when a diameter is enlarged;
[Explanation of symbols]
Reference Signs List 10 Lowermost member 11 Connecting member 13 Fluid passage base 14 Supply pipe 20 Injection nozzle 21 Fixed outer cylinder 22 Cap 23 Coil spring 30 Movable inner cylinder 31 Flange 32 High-pressure fluid ejection hole 33 Piece 34 Sleeve 36 Seal material 35 Ball valve

Claims (1)

オーガドリルの下端近傍側面に取り付けられた高圧流体噴射ノズルを、固定外筒と、該固定内筒内を一定距離前進後退する可動内筒とからなる二重筒とし、該可動内筒は先端に噴出孔を備え後端に高圧流体供給管の先端を挿入するシールされたスリーブを備え、前記内筒を後退方向に付勢するばねを備え、高圧流体噴出時に、高圧流体が前記ばねの付勢力に抗して、内筒を前進させる構造としたことを特徴とするオーガドリルの流体噴射装置。The high-pressure fluid injection nozzle attached to the side near the lower end of the auger drill is a double cylinder consisting of a fixed outer cylinder and a movable inner cylinder that moves forward and backward within a fixed distance within the fixed inner cylinder. A rear end is provided with a sealed sleeve for inserting a tip of a high-pressure fluid supply pipe at a rear end, and a spring for urging the inner cylinder in a retreating direction. A fluid ejection device for an auger drill, characterized in that the inner cylinder is moved forward against the pressure.
JP2003121850A 2003-04-25 2003-04-25 Auger drill fluid injection device Expired - Fee Related JP4074831B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003121850A JP4074831B2 (en) 2003-04-25 2003-04-25 Auger drill fluid injection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003121850A JP4074831B2 (en) 2003-04-25 2003-04-25 Auger drill fluid injection device

Publications (2)

Publication Number Publication Date
JP2004324274A true JP2004324274A (en) 2004-11-18
JP4074831B2 JP4074831B2 (en) 2008-04-16

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Family Applications (1)

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Country Status (1)

Country Link
JP (1) JP4074831B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299595A (en) * 2005-04-19 2006-11-02 Toyo Asano Found Co Ltd Auger excavation head for forming bulb in pile installation by inner excavation
CN103953047A (en) * 2014-05-21 2014-07-30 济南高达信息技术有限公司 Lower vortex hole driving rotary spraying device for ocean drilling platform pile shoe assistant lifting
CN103982665A (en) * 2014-05-21 2014-08-13 济南高达信息技术有限公司 Double-rotation spraying and flushing device used for assisting in lifting marine drilling platform pile shoe
CN116044312A (en) * 2023-04-03 2023-05-02 湖南大学 Curve high-pressure jet grouting drill bit capable of monitoring grouting pressure in real time
CN117072207A (en) * 2023-10-13 2023-11-17 北京市市政工程研究院 Concrete spraying manipulator

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4869502U (en) * 1971-12-04 1973-09-03
JPS53105003A (en) * 1977-02-23 1978-09-12 Kobe Steel Ltd Device for depositing caisson etc*
JPS5677548U (en) * 1979-11-21 1981-06-24
JPS5733791U (en) * 1980-08-01 1982-02-22
JPS59192981U (en) * 1983-06-03 1984-12-21 渡辺 広志 Expanded auger head for medium excavation method
JPH07102549A (en) * 1993-10-07 1995-04-18 Shohei Senda Injection pipe for improving ground

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4869502U (en) * 1971-12-04 1973-09-03
JPS53105003A (en) * 1977-02-23 1978-09-12 Kobe Steel Ltd Device for depositing caisson etc*
JPS5677548U (en) * 1979-11-21 1981-06-24
JPS5733791U (en) * 1980-08-01 1982-02-22
JPS59192981U (en) * 1983-06-03 1984-12-21 渡辺 広志 Expanded auger head for medium excavation method
JPH07102549A (en) * 1993-10-07 1995-04-18 Shohei Senda Injection pipe for improving ground

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299595A (en) * 2005-04-19 2006-11-02 Toyo Asano Found Co Ltd Auger excavation head for forming bulb in pile installation by inner excavation
JP4585365B2 (en) * 2005-04-19 2010-11-24 株式会社トーヨーアサノ Auger drilling head for bulb formation in medium digging method
CN103953047A (en) * 2014-05-21 2014-07-30 济南高达信息技术有限公司 Lower vortex hole driving rotary spraying device for ocean drilling platform pile shoe assistant lifting
CN103982665A (en) * 2014-05-21 2014-08-13 济南高达信息技术有限公司 Double-rotation spraying and flushing device used for assisting in lifting marine drilling platform pile shoe
CN116044312A (en) * 2023-04-03 2023-05-02 湖南大学 Curve high-pressure jet grouting drill bit capable of monitoring grouting pressure in real time
CN117072207A (en) * 2023-10-13 2023-11-17 北京市市政工程研究院 Concrete spraying manipulator
CN117072207B (en) * 2023-10-13 2023-12-29 北京市市政工程研究院 Concrete spraying manipulator

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