JP2001200527A - Monitor and method for switching channel therefor - Google Patents

Monitor and method for switching channel therefor

Info

Publication number
JP2001200527A
JP2001200527A JP2000008952A JP2000008952A JP2001200527A JP 2001200527 A JP2001200527 A JP 2001200527A JP 2000008952 A JP2000008952 A JP 2000008952A JP 2000008952 A JP2000008952 A JP 2000008952A JP 2001200527 A JP2001200527 A JP 2001200527A
Authority
JP
Japan
Prior art keywords
flow path
drilling
monitor
pin
guide groove
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
JP2000008952A
Other languages
Japanese (ja)
Other versions
JP4222498B2 (en
Inventor
Mitsuru Yokoo
尾 充 横
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.)
Chemical Grouting Co Ltd
Original Assignee
Chemical Grouting 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 Chemical Grouting Co Ltd filed Critical Chemical Grouting Co Ltd
Priority to JP2000008952A priority Critical patent/JP4222498B2/en
Publication of JP2001200527A publication Critical patent/JP2001200527A/en
Application granted granted Critical
Publication of JP4222498B2 publication Critical patent/JP4222498B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method for switching a channel of a monitor, which switches a branch channel by mechanically opening/closing a valve channel and therefore is high in reliability of operation, and to provide a monitor apparatus. SOLUTION: The monitor 1 for boring has a high-pressure water injection hole for boring, formed at the front end of an external pipe 3 to be driven for rotation, and functions to bore the natural ground M toward the underground and to inject a consolidating material, to thereby improve the soil. In the method for switching the channel of the monitor, which switches the fluid channel of the monitor to boring of the natural ground or to injecting of the consolidating material into the natural ground, a boring member 10 at the front end of the external pipe is pressed on the natural ground, and a pin 12 arranged on the external portion of a narrow-diameter shaft 11 formed at an upper portion of the boring member is fitted into a specific groove location of a cylindrical ring 20, to thereby open one channel 14. On the other hand, the pin 12 at the specific groove location is fitted into another specific groove location by repeatedly pulling up the boring member to be pressed on the natural ground again, to thereby close the one channel and opens the other channel.

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】本発明は、地盤改良に際して
地盤を掘削し固結材を注入する際に、最深部に配置され
て掘削或いは固結材の噴射等の作用を行う部材(モニ
タ)に関するものであり、特に、削孔用流体と固結材
(流体)を同一の流路でモニタへ供給し、モニタ内にお
いて、削孔用流体を噴射する削孔用流体噴射孔に連通す
る流路と、固結材を噴射する固結材噴射手段に連通する
流路、とに切り換えるための方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a member (monitor) which is disposed at the deepest part and performs an operation such as excavation or injection of a solidified material when excavating the ground and injecting a consolidated material when the ground is improved. In particular, a drilling fluid and a consolidating material (fluid) are supplied to a monitor through the same flow path, and a flow path communicating with a drilling fluid injection hole for injecting the drilling fluid in the monitor. The present invention relates to a method and an apparatus for switching between a flow path communicating with a bonding material jetting means for jetting a bonding material.

【0002】[0002]

【従来の技術】従来、グラウト工法等では、モニタへ供
給する流体の種類に応じた流路を設けた多重管、たとえ
ば2重管、3重管を使用している。これに対して、多重
管を使用する際における接続手段の複雑な構成や、回転
力の伝達等の問題に鑑みて、地上からモニタまでは単一
の流路により連通し、モニタ内で流体の種類(或いは用
途)に応じて、所定の流路へ選択的に連通せしめる方式
も採用されている。その様な、モニタ内で所定の流路へ
選択的に連通する方式の場合に用いられる弁機構として
は、地上側から弁体として作用するボールを投下する方
法、供給する流体の性状(例えば供給圧力)によって弁
開の位置を決定する方法、或いは、供給圧を検知して電
磁弁を作動させる方法等がある。しかし、ボールを投下
する機械的方法では、弁体であるボールにより流路が完
全に閉鎖されない恐れが存在する。また、供給圧等によ
り弁開の位置を決定したり或いは電磁弁を作動させる方
法(電気的な制御方法)では、電磁弁の様な電気的な開
閉機構の不調、電気系統の不調による電磁弁の誤作動等
により、作動の完全な信頼性を得るには至っていない。
2. Description of the Related Art Conventionally, in a grouting method or the like, a multi-tube, for example, a double tube or a triple tube, provided with a flow path according to the type of fluid supplied to a monitor is used. On the other hand, in view of the complicated structure of the connecting means when using multiple pipes and problems such as transmission of rotational force, a single flow path communicates from the ground to the monitor, and the fluid flows within the monitor. A method of selectively communicating with a predetermined flow path according to the type (or application) is also employed. As a valve mechanism used in the case of such a method of selectively communicating with a predetermined flow path in the monitor, a method of dropping a ball acting as a valve body from the ground side, a property of a fluid to be supplied (for example, Pressure) to determine the position of the valve opening, or a method of operating the solenoid valve by detecting the supply pressure. However, in the mechanical method of dropping a ball, there is a possibility that the flow path is not completely closed by the ball which is a valve body. In the method of determining the position of the valve opening by the supply pressure or the like or operating the solenoid valve (electrical control method), the malfunction of an electric opening / closing mechanism such as a solenoid valve or the malfunction of an electric system causes the solenoid valve to malfunction. Due to erroneous operation, complete reliability of operation has not been obtained.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記した様な
従来技術の各種問題点に鑑みて提案されたものであり、
掘削用のモニタ内で機械的に流路を切り換えることが出
来て、しかも作動精度或いは信頼性が極めて高いモニタ
の流路切り換え方法及び装置の提供を目的としている。
SUMMARY OF THE INVENTION The present invention has been proposed in view of the above-mentioned various problems of the prior art.
An object of the present invention is to provide a method and an apparatus for switching a flow path of a monitor which can mechanically switch the flow path within a monitor for excavation and which has extremely high operation accuracy or reliability.

【0004】[0004]

【課題を解決するための手段】本発明は、回転駆動され
るロッドとも呼ばれる外管の先端部に削孔用の高圧水噴
射孔を設けたボーリング用のモニタで地下に向かって地
山を削孔し、その削孔された地山周辺に注入材を注入し
て地盤を改良するモニタの流体経路を削孔用または地山
注入用に切り換えるモニタの流路切り換え方法に係るも
のである。そして本発明のモニタの流路切り換え方法
は、側面に固結材(例えば、セメントミルク、その他の
地盤改良材)噴射手段が形成された外管の先端部に配置
され、削孔用流体(例えば、高圧水)噴射孔が形成され
ている削孔部材を設けたボーリング用のモニタの内部に
形成された流路を切り換えるモニタの流路切り換え方法
において、前記削孔用流体噴射孔から削孔用流体を噴射
してボーリング孔を削孔するに際しては、先端の削孔部
材の上部に形成した軸部に設けたピンが、前記軸部に対
面する様に配置されたリングの内周面に形成された案内
溝内の所定箇所に位置して、前記削孔部材を削孔位置に
固定し、以って、前記削孔部材に形成された削孔用流体
噴射孔に連通する一方の流路が開放され、且つ、前記外
管の側面に形成された固結材噴射手段に連通する他方の
流路は前記軸部により閉鎖され、削孔用流体の噴射を終
了して固結材噴射手段から固結材を噴射するに際して
は、削孔部材を地山に押し付け或いは引き上げて、前記
軸部のピンを前記リングの案内溝内を摺動せしめて当該
溝中の最下方箇所まで案内し、以って、前記削孔部材を
前記外管に対して最も下方に位置せしめ、削孔部材に形
成された削孔用流体噴射孔に連通する前記一方の流路を
前記軸部により閉鎖し、且つ、前記固結材噴射手段に連
通する前記他方の流路を開放することを特徴としてい
る。
SUMMARY OF THE INVENTION The present invention relates to a boring monitor provided with a high-pressure water injection hole for drilling at the end of an outer tube, also called a rotatably driven rod, to cut ground toward the underground. The present invention relates to a monitor flow path switching method for switching a fluid path of a monitor for improving a ground by injecting an injectable material into the vicinity of a drilled ground and improving the ground. In the method of switching the flow path of the monitor according to the present invention, a fluid for drilling (e.g., a drilling fluid (e.g., cement milk, other ground improvement material) is disposed at the tip of the outer pipe. , High-pressure water) in a monitor flow path switching method for switching a flow path formed inside a boring monitor provided with a drilling member in which a drilling hole is formed. When drilling a boring hole by injecting a fluid, a pin provided on a shaft formed at the top of a drilling member at the tip is formed on an inner peripheral surface of a ring arranged so as to face the shaft. One of the flow paths communicating with a drilling fluid ejection hole formed in the drilling member, wherein the drilling member is fixed at a drilling position at a predetermined position in the guide groove formed. Is opened, and the consolidated material jet formed on the side surface of the outer tube The other flow path communicating with the means is closed by the shaft part, and when the injection of the drilling fluid is terminated and the consolidated material is injected from the consolidated material injection means, the drilling member is pressed against the ground or Pull up, slide the pin of the shaft portion in the guide groove of the ring, and guide it to the lowest point in the groove, thereby positioning the drilling member at the lowest position with respect to the outer pipe. At least, the one flow path communicating with the drilling fluid injection hole formed in the drilling member is closed by the shaft portion, and the other flow path communicating with the consolidated material injection means is opened. It is characterized by:

【0005】また本発明は、回転駆動されるロッドとも
呼ばれる外管の先端部に削孔用の高圧水噴射孔を設けた
ボーリング用のモニタで地下に向かって地山を削孔し、
その削孔された地山周辺に注入材を注入して地盤を改良
するモニタの流体経路を削孔用または地山注入用に切り
換えるモニタの流路切り換え装置に関する。本発明のモ
ニタの流路切り換え装置は、側面に固結材噴射手段が形
成された外管の先端部に配置され、削孔用流体噴射孔が
形成されている削孔部材を設けたボーリング用のモニタ
の内部に形成された流路を切り換えるモニタの流路切り
換え装置において、前記削孔用流体噴射孔に連通してい
る一方の流路と、前記固結材噴射手段に連通する他方の
流路と、前記削孔部材の上部に形成した軸部と、該軸部
に設けられたピンと、前記軸部に対面する様に配置され
たリングと、該リングの内周面に形成された案内溝と、
前記リングを上方へ付勢する手段とを備えており、前記
案内溝には所定箇所及び最下方箇所とが設けられてお
り、前記ピンが案内溝内の前記所定箇所に位置すれば、
前記削孔部材は削孔位置に固定され、前記一方の流路が
開放され、前記他方の流路が前記軸部により閉鎖され、
前記ピンが案内溝内の前記最下方箇所に位置すれば、前
記一方の流路は前記軸部により閉鎖され、前記他方の流
路は開放する様に構成されていることを特徴としてい
る。
[0005] The present invention also provides a boring monitor provided with a high-pressure water injection hole for drilling at the tip of an outer tube, also called a rotatably driven rod, to drill the ground toward the basement,
The present invention relates to a monitor flow path switching device for switching a fluid path of a monitor for improving a ground by injecting an injection material around a drilled ground to switch between drilling or ground injection. A flow path switching device for a monitor according to the present invention is provided for boring provided with a drilling member provided with a drilling fluid injection hole, which is disposed at a distal end portion of an outer tube having a consolidated material injection means formed on a side surface. A flow passage switching device for switching a flow passage formed inside the monitor, wherein one flow passage communicating with the drilling fluid ejection hole and the other flow passage communicating with the solidifying material ejection means. A passage, a shaft formed on the upper part of the drilling member, a pin provided on the shaft, a ring disposed to face the shaft, and a guide formed on an inner peripheral surface of the ring. Grooves and
Means for urging the ring upward, the guide groove is provided with a predetermined location and a lowermost location, and if the pin is located at the predetermined location in the guide groove,
The drilling member is fixed at a drilling position, the one flow path is opened, and the other flow path is closed by the shaft portion,
When the pin is located at the lowermost position in the guide groove, the one flow path is closed by the shaft portion, and the other flow path is opened.

【0006】本発明の実施に際して、前記案内溝は、連
続する複数の山谷で形成され、その谷の1つが他の谷よ
りも上下方向について下方となる様に成形されているの
が好ましい。
In practicing the present invention, it is preferable that the guide groove is formed of a plurality of continuous peaks and valleys, and one of the valleys is formed below the other valleys in the vertical direction.

【0007】なお、本発明のモニタの流路切り換え装置
は、公知の所謂「グラウト工法」に組み付け、または組
込んで構成するにとで最良の効果を奏する。
[0007] The flow channel switching device for a monitor of the present invention has the best effects when it is assembled into a known so-called "grout method" or when it is incorporated.

【0008】上述した構成を具備する本発明によれば、
前記外管を上下することにより、削孔部材を地山に押し
付け、引き上げれば、前記ピンが前記案内溝内を摺動し
て、前記所定箇所(削孔位置)から前記最下方箇所(固
結材の噴射工程が行われる位置)まで摺動する。そし
て、その様な案内溝内におけるピンの摺動に連れて、前
記削孔部材及びその軸部は、前記外管に対して上下方向
に相対移動する。そして、固結材噴射手段に連通する
(前記他方の)流路を閉鎖するが削孔用流体噴射孔に連
通する(前記一方の)流路は開放する状態(削孔状態)
から、削孔流体噴射孔に連通する(前記一方の)流路を
閉鎖するが固結材噴射手段に連通する(前記他方の)流
路は開放する状態(固結材噴射状態)に切り換わる。換
言すると、本発明によれば、外管を上下動するだけで流
路の切り換えができるので、ボーリング孔を掘削する削
孔工程から、改良するべき地盤中に固結材を噴射・注入
する固結材注入工程へ工程が変更する際に伴う流路変更
操作が、確実且つ容易に行われる。
According to the present invention having the above-described structure,
When the drilling member is pressed against the ground by raising and lowering the outer tube, the pin slides in the guide groove and moves from the predetermined position (drilling position) to the lowermost position (solid). (The position where the binder injection step is performed). Then, as the pin slides in such a guide groove, the drilling member and the shaft thereof move vertically relative to the outer tube. Then, the flow path (the other) communicating with the consolidated material injection means is closed, but the (the one) flow path communicating with the drilling fluid injection hole is opened (drilled state).
Then, the (one) flow path communicating with the drilling fluid injection hole is closed, but the (the other) flow path communicating with the consolidated material injection means is switched to an open state (consolidated material injection state). . In other words, according to the present invention, since the flow path can be switched only by moving the outer pipe up and down, the solidification material is injected and injected into the ground to be improved from the drilling step of excavating the borehole. The flow channel changing operation accompanying the change of the process to the binder injection process is reliably and easily performed.

【0009】また、本発明によれば、(ボーリング孔を
掘削する)削孔工程で必要とされる高圧水(削孔用流
体)の流路と、(改良するべき地盤中に固結材を噴射・
注入する)固結材注入工程で必要とされる固結材または
エアの流路とを、モニタまでは共通の単一流路として、
モニタ内で選択的に所定の流路に連通せしめているの
で、地盤改良工法で用いられる管及びモニタにおける流
路構成が簡単である。
Further, according to the present invention, a flow path of high-pressure water (fluid for drilling) required in a drilling step (drilling a boring hole) and a flow path of a solidified material in the ground to be improved. injection·
The bonding material or air flow path required in the bonding material injection process is used as a common single flow path up to the monitor.
Since the predetermined flow path is selectively communicated within the monitor, the flow path configuration in the pipe and the monitor used in the ground improvement method is simple.

【0010】さらに、本発明によれば、外管と外管内の
削孔部材との相対的な上下方向位置を変更することで、
流路の切り換えを行う様に構成されており、比較的単純
で且つ信頼性の高い機械的な構成を採用している。ま
た、削孔流体供給用の流路と固結材注入用の流路の断面
形状も単純にすることが出来るので、流体流動抵抗が少
なく、削孔用流体による掘削効率及び固結材の注入効率
が良い。
Further, according to the present invention, by changing the relative vertical position of the outer tube and the drilling member in the outer tube,
It is configured to switch the flow path, and adopts a relatively simple and highly reliable mechanical configuration. In addition, since the cross-sectional shapes of the drilling fluid supply flow path and the solidification material injection flow path can be simplified, the fluid flow resistance is low, and the drilling efficiency and the solidification material injection by the drilling fluid are reduced. Efficient.

【0011】また、削孔部材の外管に対する相対高さ位
置の決定のためのリング内周に設ける案内溝を、比較的
上方に存在する領域である「山」と、比較的下方に存在
する領域である「谷」とにより形成しており、さらに山
及び谷の頂部と、最下方箇所にピンが嵌入すると、他の
箇所に比較してピンの摺動が若干し難くなる様に構成さ
れている。そのため、流路変更のために外管を上下動す
る操作に際して、抵抗による節度がついて、誤操作が防
止される。同様な理由により、各種減衰機構を設けて、
「誤操作による流路変更」という事態を防止することが
好ましい。
Further, a guide groove provided on the inner periphery of the ring for determining the relative height position of the drilling member with respect to the outer tube is provided at a "mountain" which is a relatively upper region and at a relatively lower region. The valley is formed as a region, and when the pin is fitted into the top of the peak and the valley, and the lowermost point, the pin is less likely to slide as compared with other parts. ing. Therefore, in the operation of moving the outer tube up and down to change the flow path, a moderation due to resistance is provided, and erroneous operation is prevented. For the same reason, various damping mechanisms are provided,
It is preferable to prevent a situation of “change of flow path due to erroneous operation”.

【0012】[0012]

【発明の実施の形態】以下、図面を参照して本発明によ
るモニタの流路切り換えの実施形態について説明する。
図1は、モニタ1とその内部に構成された流路切り換え
装置1Aを示していて、さらに本図では上部から供給さ
れる高圧の削孔水が削孔部材10に供給されている経路
状態を示している。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a configuration of a monitor according to an embodiment of the present invention;
FIG. 1 shows a monitor 1 and a flow path switching device 1A formed therein. In this figure, a path state in which high-pressure drilling water supplied from above is supplied to a drilling member 10 is shown. Is shown.

【0013】図1において、地上側装置(図示せず)か
ら作動用流体を供給されると共に、地山削孔のための回
転駆動をする外管3の先端部に、削孔部材10と、弾性
材のコイルばね22(リングを上方へ付勢する手段)
と、リング20と、押圧棒8とが内装されて流路切り換
え装置1Aが構成されている。
In FIG. 1, a working fluid is supplied from a ground-side device (not shown), and a drilling member 10 is provided at the distal end of an outer pipe 3 that is driven to rotate for ground drilling. Elastic coil spring 22 (means for urging the ring upward)
, The ring 20, and the pressing rod 8 are provided to constitute the flow path switching device 1A.

【0014】削孔部材10は、先端のビット保持部15
に複数の削孔ビット16を保持しており、図2に示すよ
うに、削孔部材10の中央部は断面形状が正六角形に構
成されており、外管3の内腔部(断面正六角形)に上下
方向へ摺動可能に遊嵌されている。この構成によって、
削孔部材10は外管3の回転トルクを受け、削孔ビット
16が回転しつつ、地山Mを掘削・削孔する。
The drilling member 10 includes a bit holding portion 15 at the tip.
2, a plurality of drill bits 16 are held, and as shown in FIG. 2, the central portion of the drilling member 10 is configured to have a regular hexagonal cross-sectional shape, and the inner cavity portion (regular hexagonal cross-section) of the outer tube 3. ) Is loosely slidably fitted in the vertical direction. With this configuration,
The drilling member 10 receives the rotation torque of the outer pipe 3 and excavates and drills the ground M while the drilling bit 16 rotates.

【0015】削孔部材10の中央上部に、肩部10aが
形成され、肩部10aの上部に比較的小径に構成された
軸部11が形成されている。軸部11の上部には供給路
2iに連通する弁孔13が設けられ、その弁孔13から
下方に向かって(且つ軸11の軸心に沿って)削孔圧水
路14が設けられ、ビット保持部15から明示しない噴
射孔(削孔流体噴射孔)に連通して前記「一方の流路」
を構成している。
A shoulder 10a is formed at the center upper portion of the drilling member 10, and a shaft portion 11 having a relatively small diameter is formed at the upper portion of the shoulder 10a. A valve hole 13 communicating with the supply passage 2i is provided at an upper portion of the shaft portion 11, and a drilling pressure water passage 14 is provided downward from the valve hole 13 (and along the axis of the shaft 11). The “one flow path” communicates with an injection hole (a drilling fluid injection hole) not specified from the holding unit 15.
Is composed.

【0016】軸部11の中央部は、外管3に設けられた
上下で一対をなす環状のリング上板4とリング下板5の
それぞれの内孔4aおよび5aによって、上下方向へ摺
動自在に保持されている。
A central portion of the shaft portion 11 is vertically slidable by inner holes 4a and 5a of a pair of upper and lower annular ring plates 4 and 5 provided on the outer tube 3 so as to form a pair. Is held in.

【0017】図7〜図9に示すように、軸部11の水平
方向外方にピン12が設けられている。ピン12は側方
から見て横倒し台形状に形成され、上斜部12u、下斜
部12dが、後記するリング溝20bと嵌合して摺動す
るよう構成されている。
As shown in FIGS. 7 to 9, a pin 12 is provided outside the shaft 11 in the horizontal direction. The pin 12 is formed in a trapezoidal shape when viewed from the side, and the upper inclined portion 12u and the lower inclined portion 12d are configured to fit into and slide with a ring groove 20b described later.

【0018】図1に戻って、リング上板4とリング下板
5の間にリング20が装着されている。リング20は、
図4および図5に示すように円筒状に形成され、内孔2
0aに内周にわたって案内溝20bが山形曲線状に形成
されている。この案内溝20bには、軸部11の外部に
設けられたピン12が嵌入され、削孔部材10の上下動
と連動する様に、ピン12が案内溝20bを摺動して、
ピン12の上下動停止位置を決定するようになってい
る。そして、ピン12の上下位置が、削孔流体である高
圧水を削孔圧水路14へ導く弁孔13の開閉位置を決定
するようになっている。
Returning to FIG. 1, a ring 20 is mounted between the ring upper plate 4 and the ring lower plate 5. Ring 20
As shown in FIG. 4 and FIG.
A guide groove 20b is formed in the shape of a chevron curve over the inner circumference at 0a. A pin 12 provided outside the shaft portion 11 is fitted into the guide groove 20b, and the pin 12 slides in the guide groove 20b so as to interlock with the vertical movement of the drilling member 10,
The vertical movement stop position of the pin 12 is determined. The vertical position of the pin 12 determines the open / close position of the valve hole 13 that guides high-pressure water, which is a drilling fluid, to the drilling pressure channel 14.

【0019】前記案内溝20bは、図6に示す展開視図
のように、連続した3つの同高さの山At、B1t、B
2tと、Aだけが他よりも深い(或いは下方に位置して
いる)3つの谷A、B1、B2とで形成されている。そ
して、山At、B1t、B2tと谷の上位位置である谷
B1、B2には、前記ピン12の上下の角形状に嵌合す
る嵌入部20cが設けられている。
As shown in a development view in FIG. 6, the guide groove 20b has three consecutive peaks At, B1t and B having the same height.
2t, and only A is formed by three valleys A, B1, and B2 that are deeper (or located below) than others. The ridges At, B1t, B2t and the valleys B1, B2, which are the upper positions of the valleys, are provided with fitting portions 20c that fit into the upper and lower corners of the pin 12.

【0020】図10は、図4〜図6と共に、弁孔13の
位置を決定するピン12の移動要領を示している。ピン
12が図6における谷の下位位置である谷A(最下方箇
所)の位置にあるときは、弁孔13は削孔部材10への
流通を閉じて固結材を噴射或いは注入するノズルN(固
結材噴射手段)に通じるようになっている(図3参照:
「削孔流体噴射孔に連通する前記一方の流路を閉鎖する
が、固結材噴射手段に連通する前記他方の流路は開放す
る状態(固結材噴射状態)」)。
FIG. 10 shows, together with FIGS. 4 to 6, how the pin 12 for determining the position of the valve hole 13 moves. When the pin 12 is at the position of the valley A (the lowest position) which is the lower position of the valley in FIG. 6, the valve hole 13 closes the flow to the drilling member 10 and injects or injects the consolidated material into the nozzle N (Consolidating material injection means) (see FIG. 3:
"A state in which the one flow path communicating with the drilling fluid injection hole is closed while the other flow path communicating with the consolidated material injection means is opened (a consolidated material injection state)").

【0021】そして、下位位置の谷A→上位位置の谷B
1の間に山Atがあって、谷Aから上昇するピン12
が、図10の位置12aから、一旦、山Atの嵌入部2
0c(所定箇所)に嵌入されるようになっている。
Then, the valley A at the lower position → the valley B at the upper position
1 and a pin 12 rising from valley A with a peak At
However, once from the position 12a in FIG.
0c (predetermined location).

【0022】次いで、山Atの嵌入部20cから押し下
げられたピン12は、溝20bに沿って谷B1に至りこ
の嵌入部20cに嵌入する。そして、ピン12の移動に
従って弁孔13はノズルNへの流通を閉じて、削孔部材
10への流通を開くようになっている(図1参照:「固
結材噴射手段に連通する前記他方の流路を閉鎖するが、
削孔用流体噴射孔に連通する前記一方の流路は開放する
状態(削孔状態)」)。
Next, the pin 12 pushed down from the fitting portion 20c of the peak At reaches the valley B1 along the groove 20b and fits into the fitting portion 20c. The valve hole 13 closes the flow to the nozzle N and opens the flow to the drilling member 10 in accordance with the movement of the pin 12 (see FIG. 1: "the other side which communicates with the consolidated material injection means"). Closes the flow path of
A state in which the one flow path communicating with the drilling fluid injection hole is open (drilling state)).

【0023】図11は、ピン12の位置と、弁13の開
閉との関係を示している。例えば、ピン12の位置が谷
A(最下方箇所:固結材噴射工程に相当)においては、
ノズルNに通じる固結材(及び/又はエア)流路2oは
開でかつ、削孔圧水路14に行く削孔水は閉であって、
この状態からピン位置が谷A→谷B1(所定箇所:削孔
工程に相当)に移動すれば直ちに弁13の開閉方向は逆
になる。
FIG. 11 shows the relationship between the position of the pin 12 and the opening and closing of the valve 13. For example, in the case where the position of the pin 12 is the valley A (the lowest position: corresponding to the consolidated material injection step),
The solidification material (and / or air) flow passage 2o leading to the nozzle N is open and the drilling water going to the drilling pressure passage 14 is closed,
As soon as the pin position moves from the valley A to the valley B1 (predetermined location: corresponding to a drilling step) from this state, the opening and closing direction of the valve 13 is immediately reversed.

【0024】しかし、ピン12が案内溝20b中の位置
B1にある状態で、弁13の開閉を切り換えるには、ピ
ン12を1度谷B2を経由させる必要がある。すなわ
ち、高圧の削孔水(高圧水)を停止して固結材(及び/
またはエア)の流通用に切り換えるには、やや慎重に行
うべきことと、削孔抵抗の急変によるピン位置の移動が
あっても、直ちにエア通路へ変更してしまうことを防止
する様な構造となっている。
However, in order to switch the opening and closing of the valve 13 with the pin 12 at the position B1 in the guide groove 20b, it is necessary to pass the pin 12 through the valley B2 once. That is, the high-pressure drilling water (high-pressure water) is stopped and the consolidated material (and / or
In order to switch to the air distribution, it must be done with some care and a structure that prevents the pin position from being changed immediately to the air passage even if the pin position moves due to a sudden change in drilling resistance. Has become.

【0025】なお、図示の実施形態では、ピン12の上
下を1ストロークとすると、削孔水開から閉までは2ス
トロークとなるが、ストローク数を必要に応じて溝の形
状で任意にかえることができる。
In the illustrated embodiment, if the upper and lower portions of the pin 12 are one stroke, two strokes are taken from the opening to closing of the drilling water. However, the number of strokes can be arbitrarily changed by the shape of the groove as required. Can be.

【0026】再び図1または図3を参照して、弾性材の
コイルばね22は、肩部10aとリング下板5との間に
介装されて、圧縮された状態では削孔水が削孔部材10
に通じ、伸長した状態では削孔水の削孔部材10への通
水を閉じ、通路2oへの流通を可能にするよう構成され
ている。
Referring again to FIG. 1 or FIG. 3, a coil spring 22 made of an elastic material is interposed between the shoulder 10a and the ring lower plate 5, and when compressed, drilling water is drilled. Member 10
In the extended state, the flow of the drilling water to the drilling member 10 is closed, and the drilling water is allowed to flow to the passage 2o.

【0027】押圧棒8は、外管3と相対的に固定された
状態で上部装置に装着され、外管3の上下動と同じに上
下するよう構成されている。その押圧棒8の下端部は凹
状に形成され、コイルばね22が圧縮された状態の図1
では軸部11の頂部と密接に嵌合して固結材流路2oを
閉とするよう構成されている。
The pressing rod 8 is mounted on the upper device while being fixed relative to the outer tube 3, and is configured to move up and down in the same manner as the up and down movement of the outer tube 3. FIG. 1 shows a state in which the lower end of the pressing rod 8 is formed in a concave shape and the coil spring 22 is compressed.
In this configuration, the sealing material flow passage 2o is closed by closely fitting with the top of the shaft portion 11.

【0028】また、コイルばね22が伸長した状態の図
3では押圧棒8と軸部11の頂部との間に隙間を形成し
て流体の供給路2iと固結材(またはエア)流路2oが
直通するよう構成されている。
In FIG. 3 where the coil spring 22 is extended, a gap is formed between the pressing rod 8 and the top of the shaft portion 11 so that the fluid supply passage 2i and the solidifying material (or air) passage 2o are formed. Are configured to pass through directly.

【0029】上記構成のモニタ1の流路切り換え装置1
Aを使用した流路切り換え方法を図を参照して説明す
る。
The channel switching device 1 of the monitor 1 having the above configuration
A method of switching a flow path using A will be described with reference to the drawings.

【0030】1.削孔工程 それまで図3に示すように、コイルばね22が伸長状態
にあって、ピン12が案内溝20aの谷Aにあり、供給
路2iと固結材流路2oが開通し、供給路2iと弁孔1
3が閉止状態にある状態(「削孔流体噴射孔に連通する
前記一方の流路を閉鎖するが、固結材噴射手段に連通す
る前記他方の流路は開放する状態(固結材噴射状
態)」)ことから説明をスタートさせる。
1. Drilling Step As shown in FIG. 3, the coil spring 22 is in the extended state, the pin 12 is in the valley A of the guide groove 20a, the supply passage 2i and the consolidated material passage 2o are opened, 2i and valve hole 1
3 is in a closed state (“the one flow path communicating with the drilling fluid injection hole is closed, but the other flow path communicating with the consolidated material injection means is open (the consolidated material injection state). ) ") Let's start with the explanation.

【0031】先ず、地上からの操作で外管3と共にモニ
タ1の削孔部材10が地山Mに押圧される(図1参
照)。これによって、肩部10aがコイルばね22を圧
縮し、軸部11は上方に移動する。軸部11の上方への
移動に従って、ピン12はリング20の溝20bを図6
における谷Aから摺動しながら上昇する。
First, the drilling member 10 of the monitor 1 is pressed against the ground M together with the outer pipe 3 by an operation from the ground (see FIG. 1). As a result, the shoulder 10a compresses the coil spring 22, and the shaft 11 moves upward. As the shaft 11 moves upward, the pin 12 causes the groove 20b of the ring 20 to move in FIG.
And rises while sliding from the valley A.

【0032】ピン12の上昇は、溝20bに沿ってリン
グ20を回転させて山Atに至り、そこでピン12は嵌
入部20cに嵌入して停止させられる。このときの流路
切り換え装置1Aは、図1に示すように、コイルばね2
2が圧縮されている。
The rising of the pin 12 causes the ring 20 to rotate along the groove 20b to reach the peak At, where the pin 12 is fitted into the fitting portion 20c and stopped. At this time, the flow path switching device 1A is, as shown in FIG.
2 is compressed.

【0033】この停止を1つの節度とし、つぎに外管3
を引き上げる。ピン12は、コイルばね22が伸長して
図10に示すように、山Atの嵌入部20cから一旦垂
直に下がって12bの位置に至り、次いで20bの傾斜
溝に沿って12c方向に摺動する。なお、図10におけ
るピン12の左右方向移動は、実際にはリング20の旋
回となって作動しピン12の回転方向位置は動かない。
This stop is regarded as one moderation.
Pull up. As shown in FIG. 10, the pin 12 extends vertically from the insertion portion 20c of the peak At to the position 12b, and then slides in the direction 12c along the inclined groove of the pin 20b, as shown in FIG. . The movement of the pin 12 in the left-right direction in FIG. 10 actually operates as the rotation of the ring 20, and the position of the pin 12 in the rotation direction does not move.

【0034】そして、ピン12は谷B1に至り、この嵌
入部20cに嵌入する。そして、弁孔13は供給路2i
からノズルNへの流通を閉じて、削孔部材10への流通
路を開く(図1参照:「固結材噴射手段に連通する前記
他方の流路を閉鎖するが、削孔用流体噴射孔に連通する
前記一方の流路は開放する状態(削孔状態)」)。
Then, the pin 12 reaches the valley B1 and fits into the fitting portion 20c. The valve hole 13 is provided in the supply passage 2i.
From the nozzle to the nozzle N and open the flow passage to the drilling member 10 (see FIG. 1: "The other flow path communicating with the consolidated material injection means is closed, but the drilling fluid injection hole is closed. Is open (drilled state) ").

【0035】このようにして、図1のように、ピン12
が上位位置の谷B1に停止して弁孔13が供給路2iに
連通して、削孔部材10は削孔ビット16と高圧水によ
って地山Mの削孔が行われる。なお、地上部での削孔工
程の確認は、供給流体圧によって削孔水供給状態かある
いは固結材注入工程かを検知できる。
In this manner, as shown in FIG.
Stops in the valley B1 at the upper position, the valve hole 13 communicates with the supply path 2i, and the drilling member 10 drills the ground M by the drilling bit 16 and the high-pressure water. The confirmation of the drilling process in the above-ground part can detect whether the drilling water is supplied or the consolidated material injection process by the supply fluid pressure.

【0036】2.流路切換え工程。 前記削孔工程から固結材(及び/またはエア)を噴射・
注入する工程に切り換えるための流路切り換え手順を説
明する。これまでピン12は谷B1に嵌固されていた
が、このピン12を図6における右方の谷Aに移動させ
て流路を切り換える。そのために、図1の状態から先ず
外管3を押し下げてピン12の位置をリング20の上部
に上げ、山B1tに嵌固させる。ここで押し下げ抵抗が
生じて、節度感を生じる。
2. Channel switching process. Injecting consolidated material (and / or air) from the drilling process
A flow path switching procedure for switching to the injection step will be described. Until now, the pin 12 has been fixed to the valley B1, but this pin 12 is moved to the right valley A in FIG. 6 to switch the flow path. For this purpose, the outer tube 3 is first pushed down from the state of FIG. 1 to raise the position of the pin 12 to the upper part of the ring 20 and to be fixed to the mountain B1t. At this point, a push-down resistance is generated, giving a sense of moderation.

【0037】次に、外管3を引き上げてピン12をばね
22によって引き下げ、谷B2の嵌入部20cに嵌固さ
せる。ここでも抵抗と節度感が生じる。次いで、外管3
を押し下げてピン12を山B2tに嵌固させる。次い
で、外管3を引き上げてピン12を谷Aに着固させる
(図3の状態:「削孔流体噴射孔に連通する前記一方の
流路を閉鎖するが、固結材噴射手段に連通する前記他方
の流路は開放する状態(固結材噴射状態)」)。
Next, the outer tube 3 is pulled up and the pin 12 is pulled down by the spring 22, and is fixed to the fitting portion 20c of the valley B2. Again, resistance and moderation occur. Next, the outer tube 3
Is pressed down to fix the pin 12 to the mountain B2t. Then, the outer tube 3 is pulled up to fix the pin 12 to the valley A (the state of FIG. 3: “the one of the flow paths communicating with the drilling fluid injection hole is closed, but the communication is performed with the consolidated material injection means. The other flow path is open (solidified material injection state) ").

【0038】このようにして、削孔工程での谷B1のピ
ン12を、(B1→B1t→B2→B2t→A)のよう
に上下動を2ストロークおこなって固結材(またはエ
ア)注入工程に流路切り換えをする。
In this way, the pin 12 of the valley B1 in the drilling step is moved up and down by two strokes (B1 → B1t → B2 → B2t → A) to inject the consolidated material (or air). Then, the flow path is switched.

【0039】前記固結材(またはエア)から削孔工程に
切り換えるための流路切り換え手順は、前記削孔工程で
説明の(谷A→谷B1)の操作と同様で上下動を1スト
ロークおこなってピン12の位置をかえれば良い。
The flow path switching procedure for switching from the consolidated material (or air) to the drilling step is the same as the operation of (valley A → valley B1) described in the drilling step, and vertical movement is performed by one stroke. The position of the pin 12 may be changed.

【0040】[0040]

【発明の効果】本発明の作用効果を、以下に列挙する。 (1) 外管(ロッド)の上下動だけで流路の選択がで
きるので、工程変更に伴う流路変更操作が確実、容易で
ある。 (2) 削孔工程で必要とする高圧水の流路と、固結材
注入工程で必要とする固結材(及び/またはエア)の流
路をモニタまでは共通の単一の共通流路とし、モニタで
流路を分岐するので、流路構成が簡単であり、コスト安
である。 (3) 外管と外管内の削孔部材との上下相対高さをか
えることで流路変更するようになっているので、構造が
単純である。また、削孔用流体供給路と固結材注入流路
との開放時の流路の断面形状も簡単となるので、流体流
動抵抗が少なく、削孔用流体(高圧水)による掘削効率
と、固結材の注入効率、とが良好である。 (4) 削孔部材の外管に対する相対高さ位置(相対的
な上下方向位置)の決定のためのリング内周に設ける案
内溝は、山谷を形成してあり、さらに山谷の頂部と低部
にピンが嵌入するようにしているので、流路変更のため
の外管の上下動に抵抗による節度がついて操作が確実、
容易である。
The effects of the present invention are listed below. (1) Since the flow path can be selected only by the vertical movement of the outer pipe (rod), the flow path changing operation accompanying the process change is reliable and easy. (2) The common high-pressure water flow path required in the drilling step and the flow path of the bonding material (and / or air) required in the bonding material injection step are shared by a single common flow path up to the monitor. Since the flow path is branched by the monitor, the flow path configuration is simple and the cost is low. (3) Since the flow path is changed by changing the vertical relative height between the outer tube and the drilling member in the outer tube, the structure is simple. Also, since the cross-sectional shape of the flow path when the drilling fluid supply path and the solidification material injection flow path are opened is simplified, the fluid flow resistance is small, and the drilling efficiency by the drilling fluid (high-pressure water) is improved. Injection efficiency of the consolidation material is good. (4) The guide groove provided on the inner circumference of the ring for determining the relative height position (relative vertical position) of the drilling member with respect to the outer tube has a valley, and furthermore, the top and the bottom of the valley. The pin fits into the outer tube, so the vertical movement of the outer tube for changing the flow path is moderate due to the moderation due to resistance,
Easy.

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

【図1】本発明の実施形態を示すモニタの流路切り換え
装置の断面図であって、供給流体が削孔部材に供給され
ている状態を示している。
FIG. 1 is a cross-sectional view of a channel switching device of a monitor according to an embodiment of the present invention, showing a state in which a supply fluid is being supplied to a drilling member.

【図2】図1のA−A断面図。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】本発明の実施形態を示すモニタの流路切り換え
装置の断面図であって、供給流体が固結材(エア)流路
に供給されている状態を示している。
FIG. 3 is a cross-sectional view of a monitor channel switching device according to an embodiment of the present invention, showing a state in which a supply fluid is supplied to a consolidated material (air) channel.

【図4】弁部を構成するリングを示す斜視図。FIG. 4 is a perspective view showing a ring constituting the valve section.

【図5】図4の上面図。FIG. 5 is a top view of FIG. 4;

【図6】図4および図5の案内溝を示す展開視図。FIG. 6 is an unfolded view showing the guide grooves of FIGS. 4 and 5;

【図7】図1のB−B断面図。FIG. 7 is a sectional view taken along the line BB of FIG. 1;

【図8】図7のX矢視図。8 is a view as viewed in the direction of the arrow X in FIG. 7;

【図9】ピンの拡大図。FIG. 9 is an enlarged view of a pin.

【図10】案内溝の作用を説明する局部拡大図。FIG. 10 is a partially enlarged view illustrating the operation of a guide groove.

【図11】弁作動でのピン位置と弁の開閉の関係を示す
表示図。
FIG. 11 is a display diagram showing the relationship between the pin position and the opening and closing of the valve during valve operation.

【符号の説明】[Explanation of symbols]

1・・・モニタ 1A・・流路切換え装置 2i・・供給路 2o・・流路 3・・・外管 4・・・リング上板 5・・・リング下板 8・・・押圧棒 10・・削孔部材 10a・肩部 11・・軸部 12・・ピン 13・・弁孔 14・・削孔圧水路 15・・ビット保持部 16・・削孔ビット 20・・リング 20a・・内孔 20b・・案内溝 20c・・嵌入部 DESCRIPTION OF SYMBOLS 1 ... Monitor 1A ... Flow path switching device 2i ... Supply path 2o ... Flow path 3 ... Outer tube 4 ... Ring upper plate 5 ... Ring lower plate 8 ... Pressing rod 10 ...・ Drilling member 10a ・ Shoulder part 11 ・ ・ Shaft part 12 ・ ・ Pin 13 ・ ・ Valve hole 14 ・ ・ Drilling pressure water channel 15 ・ ・ Bit holding part 16 ・ ・ Drilled bit 20 ・ ・ Ring 20a ・ ・ Inner hole 20b ... guide groove 20c ... fitting part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 側面に固結材噴射手段が形成された外管
の先端部に配置され、削孔用流体噴射孔が形成されてい
る削孔部材を設けたボーリング用のモニタの内部に形成
された流路を切り換えるモニタの流路切り換え方法にお
いて、 前記削孔用流体噴射孔から削孔用流体を噴射してボーリ
ング孔を削孔するに際しては、先端の削孔部材の上部に
形成した軸部に設けたピンが、前記軸部に対面する様に
配置されたリングの内周面に形成された案内溝内の所定
箇所に位置して、前記削孔部材を削孔位置に固定し、以
って、前記削孔部材に形成された削孔用流体噴射孔に連
通する一方の流路が開放され、且つ、前記外管の側面に
形成された固結材噴射手段に連通する他方の流路は前記
軸部により閉鎖され、 削孔用流体の噴射を終了して固結材噴射手段から固結材
を噴射するに際しては、削孔部材を地山に押し付け或い
は引き上げて、前記軸部のピンを前記リングの案内溝内
を摺動せしめて当該溝中の最下方箇所まで案内し、以っ
て、前記削孔部材を前記外管に対して最も下方に位置せ
しめ、削孔部材に形成された削孔用流体噴射孔に連通す
る前記一方の流路を前記軸部により閉鎖し、且つ、前記
固結材噴射手段に連通する前記他方の流路を開放するこ
とを特徴とするモニタの流路切り換え方法。
1. A boring monitor provided with a drilling member provided with a drilling fluid injection hole formed at a distal end of an outer tube having a bonding material injection means formed on a side surface. In the method of switching the flow path of the monitor, the drilling fluid is injected from the drilling fluid injection hole to drill a boring hole. A pin provided in the portion is located at a predetermined position in a guide groove formed on an inner peripheral surface of a ring arranged so as to face the shaft portion, and fixes the drilling member at a drilling position, Accordingly, one flow path communicating with the drilling fluid injection hole formed in the drilling member is opened, and the other flow path communicating with the consolidated material injection means formed on the side surface of the outer tube. The flow path is closed by the shaft portion, and the injection of the drilling fluid is terminated to consolidate the material injection means. When injecting the consolidation material, the drilling member is pressed or pulled up to the ground, and the pin of the shaft is slid in the guide groove of the ring to guide the pin to the lowest point in the groove, Accordingly, the drilling member is located at the lowest position with respect to the outer tube, and the one flow path communicating with the drilling fluid ejection hole formed in the drilling member is closed by the shaft portion, A method of switching the flow path of a monitor, characterized by opening the other flow path communicating with the consolidated material injection means.
【請求項2】 側面に固結材噴射手段が形成された外管
の先端部に配置され、削孔用流体噴射孔が形成されてい
る削孔部材を設けたボーリング用のモニタの内部に形成
された流路を切り換えるモニタの流路切り換え装置にお
いて、前記削孔用流体噴射孔に連通している一方の流路
と、前記固結材噴射手段に連通する他方の流路と、前記
削孔部材の上部に形成した軸部と、該軸部に設けられた
ピンと、前記軸部に対面する様に配置されたリングと、
該リングの内周面に形成された案内溝と、前記リングを
上方へ付勢する手段とを備えており、前記案内溝には所
定箇所及び最下方箇所とが設けられており、前記ピンが
案内溝内の前記所定箇所に位置すれば、前記削孔部材は
削孔位置に固定され、前記一方の流路が開放され、前記
他方の流路が前記軸部により閉鎖され、前記ピンが案内
溝内の前記最下方箇所に位置すれば、前記一方の流路は
前記軸部により閉鎖され、前記他方の流路は開放する様
に構成されていることを特徴とするモニタの流路切り換
え装置。
2. A boring monitor provided with a drilling member having a drilling fluid injection hole formed at a tip end of an outer tube having a bonding material injection means formed on a side surface. A flow path switching device of a monitor for switching the flow path provided, wherein one of the flow paths communicating with the drilling fluid injection hole, the other flow path communicating with the consolidated material injection means, and A shaft portion formed on the upper portion of the member, a pin provided on the shaft portion, a ring arranged to face the shaft portion,
A guide groove formed on the inner peripheral surface of the ring, and means for urging the ring upward are provided, and the guide groove is provided with a predetermined portion and a lowermost portion, and the pin is When the drilling member is located at the predetermined position in the guide groove, the drilling member is fixed at the drilling position, the one flow path is opened, the other flow path is closed by the shaft, and the pin is guided. A flow path switching device for a monitor, wherein the one flow path is closed by the shaft portion and the other flow path is opened if the flow path is located at the lowermost position in the groove. .
【請求項3】 前記案内溝は、連続する複数の山谷で形
成され、その谷の1つが他の谷よりも上下方向について
下方となる様に成形されている請求項2のモニタの流路
切り換え装置。
3. The flow path switching of a monitor according to claim 2, wherein the guide groove is formed by a plurality of continuous peaks and valleys, and one of the valleys is formed so as to be vertically lower than the other valleys. apparatus.
JP2000008952A 2000-01-18 2000-01-18 Monitor and method for switching the flow path thereof Expired - Fee Related JP4222498B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000008952A JP4222498B2 (en) 2000-01-18 2000-01-18 Monitor and method for switching the flow path thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000008952A JP4222498B2 (en) 2000-01-18 2000-01-18 Monitor and method for switching the flow path thereof

Publications (2)

Publication Number Publication Date
JP2001200527A true JP2001200527A (en) 2001-07-27
JP4222498B2 JP4222498B2 (en) 2009-02-12

Family

ID=18537160

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP4222498B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101101911B1 (en) * 2011-03-18 2012-01-02 (주)세종이엔씨 Chuck having shock absorber for hammer bit, bit assembly having the same and hammer assembly
CN111664025A (en) * 2020-06-12 2020-09-15 中国人民解放军战略支援部队航天工程大学 Pintle injector with adjustable flow and easy installation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101101911B1 (en) * 2011-03-18 2012-01-02 (주)세종이엔씨 Chuck having shock absorber for hammer bit, bit assembly having the same and hammer assembly
CN111664025A (en) * 2020-06-12 2020-09-15 中国人民解放军战略支援部队航天工程大学 Pintle injector with adjustable flow and easy installation

Also Published As

Publication number Publication date
JP4222498B2 (en) 2009-02-12

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