JP3117811B2 - Two-way switching valve - Google Patents

Two-way switching valve

Info

Publication number
JP3117811B2
JP3117811B2 JP04268142A JP26814292A JP3117811B2 JP 3117811 B2 JP3117811 B2 JP 3117811B2 JP 04268142 A JP04268142 A JP 04268142A JP 26814292 A JP26814292 A JP 26814292A JP 3117811 B2 JP3117811 B2 JP 3117811B2
Authority
JP
Japan
Prior art keywords
valve
valve body
drill
liquid
excavation
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.)
Expired - Fee Related
Application number
JP04268142A
Other languages
Japanese (ja)
Other versions
JPH0693618A (en
Inventor
芳春 森
Original Assignee
シンエイテック株式会社
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 シンエイテック株式会社 filed Critical シンエイテック株式会社
Priority to JP04268142A priority Critical patent/JP3117811B2/en
Priority to KR1019930016421A priority patent/KR960005723B1/en
Publication of JPH0693618A publication Critical patent/JPH0693618A/en
Application granted granted Critical
Publication of JP3117811B2 publication Critical patent/JP3117811B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16KVALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
    • F16K3/00Gate valves or sliding valves, i.e. cut-off apparatus with closing members having a sliding movement along the seat for opening and closing
    • F16K3/22Gate valves or sliding valves, i.e. cut-off apparatus with closing members having a sliding movement along the seat for opening and closing with sealing faces shaped as surfaces of solids of revolution
    • F16K3/24Gate valves or sliding valves, i.e. cut-off apparatus with closing members having a sliding movement along the seat for opening and closing with sealing faces shaped as surfaces of solids of revolution with cylindrical valve members
    • F16K3/26Gate valves or sliding valves, i.e. cut-off apparatus with closing members having a sliding movement along the seat for opening and closing with sealing faces shaped as surfaces of solids of revolution with cylindrical valve members with fluid passages in the valve member
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16KVALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
    • F16K3/00Gate valves or sliding valves, i.e. cut-off apparatus with closing members having a sliding movement along the seat for opening and closing
    • F16K3/30Details
    • F16K3/314Forms or constructions of slides; Attachment of the slide to the spindle
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Multiple-Way Valves (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Fluid-Driven Valves (AREA)
  • Earth Drilling (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、圧縮空気作動による空
圧打撃式の掘削ドリルで掘削を行なった後、掘削ドリル
の上方位置で圧縮空気から根固め液へ切替え、該掘削ド
リルを一旦地上に取出すことなく続いて根固め液を注入
できるようにした掘削根固め液注入工法に用いる二方切
替弁に関する。岩石や石盤等を有する地盤へ既製杭を低
騒音,低振動で設置する基礎杭用工事等の分野に利用さ
れる。
BACKGROUND OF THE INVENTION The present invention relates to a pneumatic striking drill which is operated by compressed air, and then switches from compressed air to a consolidation liquid at a position above the drill, and the drill is once grounded. The present invention relates to a two-way switching valve used in an excavation consolidation liquid injection method capable of continuously injecting a consolidation liquid without removing the liquid. It is used in fields such as construction for foundation piles, where ready-made piles are installed with low noise and low vibration on the ground with rocks and stones.

【0002】[0002]

【従来の技術】従来、打撃によって打込まれてきた既製
杭は、低騒音,低振動で設置すべく杭の容積に略等しい
杭穴を掘削したあと、これに埋め込まれる工法へと移り
変わってきている。この工法は杭周地盤や杭先端地盤を
荒らすため杭の支持力は弱まるが、これを改善する目的
で根固め液(セメントミルク等)が注入される。ここ
で、圧縮空気作動による衝撃運動を利用して石盤等の掘
削にも威力を発揮する空圧打撃式の掘削ドリル(特公昭
55−25265号公報、特公昭57−35356号公
報、特公昭58−5354号公報等)があり、ダウンザ
ホールハンマーやスーパードリル等の名称で呼ばれてい
る(特公昭63−52197号公報等)。例えば、ダウ
ンザホールハンマーの掘削ドリルでは、圧縮空気配管5
3から掘削ドリル4へ圧縮空気を送り、ピストンの往復
運動をボタンビット54に伝達して、ボタンビットの打
撃力で掘削していく。
2. Description of the Related Art Conventionally, piles which have been driven by hitting have been excavated in a pile hole having a volume approximately equal to the pile capacity in order to install the pile with low noise and low vibration, and then the method of embedding has been changed. I have. In this method, pile support is weakened because the soil around the pile and the ground at the tip of the pile are roughened. However, a consolidation liquid (such as cement milk) is injected for the purpose of improving this. Here, a pneumatic impact drilling drill (Japanese Patent Publication No. 55-25265, Japanese Patent Publication No. 57-35356, Japanese Patent Publication No. 58-58) that exerts power even in excavation of a stone bed or the like by using an impact motion by compressed air operation. No. 5354), which are called by names such as a down-the-hole hammer and a super drill (Japanese Patent Publication No. 63-52197). For example, in a down-the-hole hammer drill, compressed air piping 5
Compressed air is sent from 3 to the drilling drill 4 to transmit the reciprocating motion of the piston to the button bit 54, and drilling is performed with the impact force of the button bit.

【0003】[0003]

【発明が解決しようとする課題】しかるに、上記掘削ド
リルは岩盤層等の掘削に優れるものの、地盤に建込孔を
掘削形成した後、既製コンクリート杭等を沈設して基礎
杭の埋め込みを行う工事の装置として使用する場合に
は、掘削ドリル全体を一旦地上に取出してからでないと
根固め液を注入できず、工数がかかりすぎるといった欠
点があった。これを改善すべく掘削ドリルを急速に上昇
させると、孔壁崩壊等を招き杭の高止まりの原因となっ
た。一方、圧縮空気が流れる掘削ドリル4の空気流入口
41へ空気から根固め液を切替注入する方法をとり工期
短縮化を図ろうとすると、複雑な機構をもつ掘削ドリル
内部に根固め液が滞るため、掘削ドリルの機能が失われ
る不具合を招いていた。
However, although the above-mentioned drill is excellent in excavation of a rock layer or the like, a work for excavating and forming a mounting hole in the ground, then laying a ready-made concrete pile or the like and embedding a foundation pile. When used as an apparatus, there is a drawback that the consolidation liquid cannot be injected unless the entire drilling drill is once taken out to the ground, and it takes too many steps. If the drill was raised quickly to improve this, the hole walls would collapse, causing the piles to stay high. On the other hand, when a method of switching and injecting the consolidation liquid from the air into the air inlet 41 of the drilling drill 4 through which the compressed air flows is used to shorten the construction period, the consolidation liquid stays inside the drilling drill having a complicated mechanism. However, the function of the drill was lost.

【0004】本発明は上記問題点を克服するもので、空
圧打撃式の掘削ドリルで杭穴を掘削した後、斯る装置を
抜き上げるときに同時に根固め液を杭穴底へ置いてくる
ようにして、工期の短縮化を図る掘削根固め液注入工法
を採用できるよう掘削ドリルの上方位置で圧縮空気から
根固め液への切替え可能な二方切替弁を提供することを
目的とする。
[0004] The present invention overcomes the above-mentioned problems, and after drilling a pile hole with a pneumatic impact drill, the consolidation liquid is simultaneously placed on the bottom of the pile hole when the device is pulled out. Thus, an object of the present invention is to provide a two-way switching valve capable of switching from compressed air to a consolidation liquid at a position above a drilling drill so that a drilling consolidation liquid injection method for shortening a construction period can be adopted.

【0005】[0005]

【課題を解決するための手段】本第1発明の二方切替弁
は、空圧打撃式の掘削ドリルによる掘削後に該掘削ドリ
ルの上方位置で圧縮空気から根固め液への切替えを行い
根固め液を注入するようにした掘削根固め液注入工法に
あって、有底筒形状の底面に、圧縮空気を掘削ドリルへ
送るガス開口と根固め液を掘削ドリル外へ誘導する液開
口とを設けた弁箱(1)と、円柱状体をなし、該弁箱の
底面に載置されて正逆回転し、上面中央に設けた供給口
から下面外周寄りに偏心して設けた流出口へ貫通する供
給路を有し、且つ該円柱状体の周壁に円弧状の切欠部を
有する弁体(2)と、該切欠部と前記弁箱とで形成する
空間内に収容し、前記弁箱に固着される係止片(3)と
を備え、該弁体が正回転して該係止片の一端に制止され
ると該流出口が前記ガス開口と一致し、該弁体が逆回転
して係止片の他端に制止されると該流出口が前記液開口
と一致するよう構成したことを特徴とする。
The two-way switching valve according to the first aspect of the present invention performs a switch from compressed air to a consolidation liquid at a position above the excavation drill after excavation by a pneumatic impact drill. In the drilling root consolidation liquid injection method in which liquid is injected, a gas opening for sending compressed air to the drilling drill and a liquid opening for guiding the consolidation liquid out of the drilling drill are provided on the bottom surface of the bottomed cylindrical shape. A cylindrical body with the valve case (1), and is placed on the bottom surface of the valve case, rotates forward and backward, and penetrates from a supply port provided at the center of the upper surface to an outlet provided eccentrically near the outer periphery of the lower surface. A valve body (2) having a supply path and having an arc-shaped notch in the peripheral wall of the columnar body, housed in a space formed by the notch and the valve box, and fixed to the valve box; A locking piece (3) to be rotated, and when the valve body is rotated forward and stopped at one end of the locking piece, the outflow port moves forward. Consistent with the gas opening, valve body when restrained at the other end of the locking piece rotates in the reverse direction flow outlet is characterized by being configured to match with the liquid openings.

【0006】本第2発明の二方切替弁は、前記弁体が正
叉は逆回転し切替完了すると切替が完了したことを地上
オペレータの操作パネルへ表示するよう前記弁体と前記
係止片との当接面に信号発信をなすマイクロスイッチを
設けたことを特徴とする。ここで、「正回転」とは掘削
時のモータの回転方向をいい、「逆回転」とは掘削完了
後、地上に掘削ドリルを引上げる場合のモータの回転方
向をいう。
The two-way switching valve according to the second aspect of the present invention is characterized in that the valve body rotates forward or backward and when the switching is completed, the completion of the switching is displayed on an operation panel of a ground operator on the operation panel. A microswitch for transmitting a signal is provided on a contact surface with the switch. Here, "forward rotation" refers to the rotation direction of the motor during digging, and "reverse rotation" refers to the rotation direction of the motor when the digging drill is pulled up to the ground after digging is completed.

【0007】[0007]

【作用】空圧打撃式の掘削ドリルでは、モータ及び減速
機が掘削ドリルに回転を与え、ボタンビッドが回転と衝
撃を加えながら掘削していくことになるが、本発明の二
方切替弁によれば掘削すべく減速機が正回転すると弁体
も追随して正回転する。そして、係止片の一端に係止さ
れた後は、弁体を係止した切欠片及びそれが固着された
弁箱を正回転させ、弁箱が正回転することによって弁箱
と連結する掘削ドリルも正回転することになる。この掘
削時には流出口がガス開口と一致し、弁体が減速機によ
って切欠部に付勢されるのでこれがズレることはない。
一方、杭穴を掘削した後、減速機を逆回転させると弁体
が係止片の他端に制止される。そして、逆回転する減速
機によって弁体が今度は切欠部の他端へ付勢されるよう
にして逆回転するが、この時流出口が液開口に一致する
ので、この状態下で掘削機を引上げつつ供給口へ根固め
液を注入すれば、掘削ドリル内に根固め液が入ることな
く杭穴底へ所望の根固め液を充填できる。
In the pneumatic impact drilling drill, the motor and the reduction gear rotate the drilling drill, and the button bid drills while applying rotation and impact. According to this, when the speed reducer rotates forward for excavation, the valve body follows and rotates forward. And it is locked to one end of the locking piece
After that, the notch piece that locked the valve body and the valve box to which it is fixed are rotated forward, and the forward rotation of the valve box causes the drilling drill connected to the valve box to also rotate forward. During this excavation, the outflow port coincides with the gas opening, and the valve body is urged to the notch by the speed reducer, so that this does not shift.
On the other hand, when the reduction gear is rotated in the reverse direction after excavating the pile hole, the valve body is stopped at the other end of the locking piece. Then, the valve body is reversely rotated by the reversely rotating speed reducer so that the valve body is urged to the other end of the notch portion.At this time, since the outflow port matches the liquid opening, the excavator is pulled up in this state. If the consolidation liquid is poured into the supply port while the consolidation liquid is being introduced into the drilling drill, the bottom of the pile hole can be filled with the desired consolidation liquid.

【0008】[0008]

【実施例】以下、実施例により本発明を具体的に説明す
る。 (1)実施例1 図1〜図8は本発明に係る二方切替弁の一実施例を示す
もので、弁箱1と、弁体2と、係止片3とから構成され
る。
The present invention will be described below in detail with reference to examples. (1) Embodiment 1 FIGS. 1 to 8 show an embodiment of a two-way switching valve according to the present invention, which comprises a valve box 1, a valve element 2, and a locking piece 3.

【0009】弁箱1は外径がスクリューロッド51径に
略等しくして有底筒形状をなし、底面には中心から等距
離にガス開口11と液開口12が設けられている。ガス
開口11は空気孔13を経由して、掘削ドリル4の空気
流入口41と連通する。一方、液開口12は弁箱1の側
壁に至る通過孔14を経由して、弁箱の外周壁に設けた
導管61と連通する。該導管61は掘削ドリル4を覆う
シェル基体6の下端部まで配設されている(図7)。弁
箱1の底部には、掘削ドリル4の六角柱ノズル42が嵌
合する六角柱穴15を穿設している。16はピン溝を示
し、六角柱穴15へ六角柱ノズル42を嵌挿し、ピン4
3を差込めば、弁箱1を掘削ドリル4と一体化させる構
成をとる。
The valve box 1 has a bottomed cylindrical shape with an outer diameter substantially equal to the diameter of the screw rod 51, and a gas opening 11 and a liquid opening 12 are provided on the bottom surface at an equal distance from the center. The gas opening 11 communicates with the air inlet 41 of the drill 4 via the air hole 13. On the other hand, the liquid opening 12 communicates with the conduit 61 provided on the outer peripheral wall of the valve box via the through hole 14 reaching the side wall of the valve box 1. The conduit 61 is disposed up to the lower end of the shell base 6 covering the drilling drill 4 (FIG. 7). A hexagonal column hole 15 into which the hexagonal column nozzle 42 of the drill 4 is fitted is formed in the bottom of the valve box 1. Reference numeral 16 denotes a pin groove, into which the hexagonal column nozzle 42 is inserted and inserted into the hexagonal column hole 15, and the pin 4
When the plug 3 is inserted, the valve box 1 is integrated with the drill 4.

【0010】弁体2は弁箱1の底面17に載置され、底
部の一部を略270度の角度で円弧状に切欠いた切欠部
21をもつ円柱状体である(図1,図5)。切欠かれて
いない円柱部22の側面は、弁箱1の筒内周壁を摺動
し、切欠部21は、その側面が係止片3の内周壁を摺動
して、横ブレを起こすことなく弁体1が略180度の角
度内で正逆回転できるようになっている(図2)。
The valve body 2 is a columnar body which is mounted on the bottom surface 17 of the valve box 1 and has a notch 21 in which a part of the bottom is cut out at an angle of about 270 degrees in an arc shape (FIGS. 1 and 5). ). The side surface of the cylindrical portion 22 that has not been cut slides on the inner peripheral wall of the cylinder of the valve box 1, and the notch portion 21 slides on the inner peripheral wall of the locking piece 3 without causing lateral blur. The valve body 1 can rotate forward and backward within an angle of about 180 degrees (FIG. 2).

【0011】ここで、係止片3は弁体の回転範囲を略
80度内に抑える円弧状体であって、切欠部21と弁箱
1とで形成する空間内に収容され、弁箱1の内周壁に固
着されている。係止片3の高さは切欠部21の切欠き高
さより僅かに低い(図1)。
Here, the locking piece 3 has a rotation range of the valve body of approximately 1
An arc-shaped body that is held within 80 degrees , is housed in a space formed by the notch 21 and the valve box 1, and is fixed to the inner peripheral wall of the valve box 1. The height of the locking piece 3 is slightly lower than the notch height of the notch 21 (FIG. 1).

【0012】弁体2には、上面中央に設けた供給口23
から下面外周寄りに偏心して設けた流出口24へ貫通す
る供給路25を形成する。供給路25は、弁体2に固着
した雌継手7の縦通する透孔71に接続し、該透孔71
は、スクリューロッド51,スイベル52を通って圧縮
空気配管53につながる。尚、雌継手7には六角柱のジ
ョイント部72にピン溝73を設け、ジョイント部72
を弁体2に固着する括れ部74は円柱形をなす。流出口
24は、弁体2が正回転(本実施例では右回転をい
う。)して係止片3右端で制止される位置にくるとガス
開口11へ接合(図1,図2)する一方、逆回転(本実
施例では左回転をいう。)して係止片3の左端で制止さ
れる位置にくると液開口12へ接合するようになってい
る(図3,図4)。
The valve body 2 has a supply port 23 provided at the center of the upper surface.
A supply path 25 is formed to penetrate from the outlet to an outlet 24 eccentrically provided near the outer periphery of the lower surface. The supply passage 25 is connected to a vertically penetrating hole 71 of the female joint 7 fixed to the valve body 2.
Is connected to a compressed air pipe 53 through a screw rod 51 and a swivel 52. The female joint 7 is provided with a pin groove 73 in a hexagonal column joint 72, and the joint 72
Is fixed to the valve body 2 has a cylindrical shape. The outlet 24 is joined to the gas opening 11 (FIGS. 1 and 2) when the valve body 2 is rotated forward (meaning clockwise in this embodiment) and comes to a position where it is stopped at the right end of the locking piece 3. On the other hand, when it comes to a position where it is stopped by the left end of the locking piece 3 by reverse rotation (in this embodiment, left rotation), it is joined to the liquid opening 12 (FIGS. 3 and 4).

【0013】符号26は、流出口24近くの供給路23
径を大きくして、ここに取付けた銅製のシール環を示
す。銅製としたのは密着性が高まるからである。本実施
例では図示しないが、ガス開口11及び液開口12周り
も銅製としてシール性をよくしている。符号27は中空
円盤形状をなす発泡ウレタン樹脂製の弾性体で、シール
環26は常に底面17へ付勢される力を受ける。シール
性を高めさせるためである。シール環26は、先端テー
パー状でガス開口11に一致すると、弾性体27で付勢
され、ガス開口11に入り込み、密着状態となってリー
ク防止を図る。弁体2が逆回転すれば、ガス開口11か
ら外れる過程では、弁体2内にシール環26が引込む状
態となり、弁体2が係止片3に制止され、流出口24が
液開口12に一致するようになると、再びシール環26
は弾性体27に突出され液開口12に入り込む(図
3)。
Reference numeral 26 denotes a supply passage 23 near the outlet 24.
Shown here is a copper seal ring with a larger diameter attached to it. The reason for using copper is that adhesion is enhanced. Although not shown in the present embodiment, the periphery of the gas opening 11 and the liquid opening 12 is also made of copper to improve the sealing property. Reference numeral 27 denotes an elastic body made of a urethane foam resin having a hollow disk shape, and the seal ring 26 always receives a force biased to the bottom surface 17. This is for improving the sealing property. When the seal ring 26 is tapered at the tip and coincides with the gas opening 11, the seal ring 26 is urged by the elastic body 27, enters the gas opening 11, and comes into close contact with each other to prevent leakage. If the valve body 2 rotates in the reverse direction, in the process of coming off the gas opening 11, the seal ring 26 is pulled into the valve body 2, the valve body 2 is stopped by the locking piece 3, and the outlet 24 is connected to the liquid opening 12. When they match, the seal ring 26
Project from the elastic body 27 and enter the liquid opening 12 (FIG. 3).

【0014】弁体2は、切欠部21の両端部211にス
ロープ段差212を設けており、ここにマイクロスイッ
チ8を取付け、正回転又は逆回転完了したことを地上オ
ペレータ81の操作パネル82へ表示するよう信号発信
できるようになっている(図8)。バックアップ電源付
き基板83が弁体内部に組込まれている(図6)。図6
に示すごとく、弁体2が回動して係止片3と当接すると
きにリミット方式マイクロスイッチ8が働きやすいよう
係止片3もスロープ31を形成する。操作パネル82へ
はワイヤレスで伝送され、具体的には、弁体2が係止片
3に制止されマイクロスイッチ8が入ると、供給路2
5,透孔71,スクリューロッド51の圧縮空気が通る
中空部内をとばして電波信号は送られる。
The valve body 2 is provided with a slope step 212 at both ends 211 of the notch 21. The microswitch 8 is attached to the slope step 212, and the completion of the normal or reverse rotation is displayed on the operation panel 82 of the ground operator 81. Signal (see FIG. 8). A substrate 83 with a backup power supply is incorporated in the valve body (FIG. 6). FIG.
As shown in FIG. 5, the locking piece 3 also forms the slope 31 so that the limit type microswitch 8 can easily work when the valve body 2 rotates and comes into contact with the locking piece 3. It is transmitted wirelessly to the operation panel 82. Specifically, when the valve body 2 is stopped by the locking piece 3 and the micro switch 8 is turned on, the supply path 2
5, a radio signal is transmitted by skipping the hollow portion through which the compressed air of the through hole 71 and the screw rod 51 passes.

【0015】符号9は押盤を示す。押盤9は中空円盤か
らなり弁体2を弁箱3の内部に載置した後、弁体2上部
の円錐台形状の側面に押盤9が当接するようにして弁箱
1に固定される。弁体2が上下方向に揺動するのをなく
すためである。
Reference numeral 9 denotes a pressing plate. The push plate 9 is formed of a hollow disk, and after the valve body 2 is placed inside the valve box 3, the push plate 9 is fixed to the valve box 1 such that the push plate 9 comes into contact with the frusto-conical side of the upper portion of the valve body 2. . This is to prevent the valve body 2 from swinging up and down.

【0016】このように構成した二方切替弁を用いて、
杭の埋込み予定地へ掘削に引続いて根固め液を注入する
工事を行った事例を示す(図7,図8)。図7は、掘削
ドリル4に本発明の二方切替弁の取付状態を表わす。符
号6は掘削ドリル4を覆うシエル基体で、上面の六角形
の開口が六角柱ノズル42に嵌まって掘削ドリル4と一
体化される。シエル基体6の外周壁には、導管61を上
端から下端まで配設している。ここで、上端の導管61
は通過孔14につながる。弁箱1は掘削ドリル4の六角
柱ノズル42にピン43で直付けになっている。継手を
少なくするためである。
Using the two-way switching valve configured as described above,
The following shows examples of excavation and injection of a consolidation liquid into the site where piles are to be embedded (Figs. 7 and 8). FIG. 7 shows the state of attachment of the two-way switching valve of the present invention to the drilling drill 4. Reference numeral 6 denotes a shell base that covers the drilling drill 4, and a hexagonal opening on the upper surface is fitted into the hexagonal column nozzle 42 to be integrated with the drilling drill 4. A conduit 61 is provided on the outer peripheral wall of the shell base 6 from the upper end to the lower end. Here, the upper end conduit 61
Leads to the passage hole 14. The valve box 1 is directly attached to a hexagonal column nozzle 42 of the drill 4 by a pin 43. This is to reduce the number of joints.

【0017】尚、符号95は振動アブソーバを示す。六
角柱穴を有する雌継手951の六角柱穴962に雄継手
963のヘッド部が嵌挿し、雄継手963は上向き移動
できるようになっている。964,965は弾性変形す
る弾性体を示す。弾性体964,965はボタンビット
54の打撃反力を吸収する。
Reference numeral 95 denotes a vibration absorber. The head of the male joint 963 is inserted into the hexagonal column hole 962 of the female joint 951 having a hexagonal column hole, so that the male joint 963 can move upward. Reference numerals 964 and 965 denote elastic bodies that elastically deform. The elastic members 964 and 965 absorb the impact reaction force of the button bit 54.

【0018】掘削時にはモータ91,減速機92が正回
転し、これに連結するスクリューロッド51,振動アブ
ソーバ95,弁体2も正回転する。弁体2は正回転して
係止片3に制止されると、マイクロスイッチ8が働きオ
ペレータ81の操作パネル82に切替完了したことを知
らせる。この状態で圧縮空気配管53から圧縮空気が供
給される。そうすると、ボタンビット54が作動し掘削
できることになる。ここで、モータ91,減速機92が
掘削ドリル4に回転を与えながら掘削するため、掘削時
は弁体2が係止片3を押しつける状態で弁箱1,シエル
基体6,掘削ドリル4を正回転させることになり、流出
口24にはガス開口11に整合させる外力が働き続ける
(図1,図2)。このため誤動作が生じることはない。
尚、符号55は重機、56はリード、57はワイヤ、5
8はスライド金具、59は支持柱を示す。
During excavation, the motor 91 and the speed reducer 92 rotate forward, and the screw rod 51, the vibration absorber 95, and the valve body 2 connected thereto also rotate forward. When the valve element 2 rotates forward and is stopped by the locking piece 3, the micro switch 8 operates to notify the operation panel 82 of the operator 81 that the switching has been completed. In this state, compressed air is supplied from the compressed air pipe 53. Then, the button bit 54 is operated and excavation can be performed. Here, since the motor 91 and the reduction gear 92 excavate while giving rotation to the excavation drill 4, when excavating, the valve box 1, the shell base 6, and the excavation drill 4 are correctly fixed with the valve body 2 pressing the locking piece 3. As a result, an external force matching the gas outlet 11 continues to act on the outlet 24 (FIGS. 1 and 2). Therefore, no malfunction occurs.
Reference numeral 55 denotes heavy equipment, 56 denotes a lead, 57 denotes a wire, 5
Reference numeral 8 denotes a slide bracket, and reference numeral 59 denotes a support column.

【0019】所望の杭穴を堀り終えた後、モータ91及
び減速機92を逆回転させると、スクリューロッド5
1,振動アブソーバ95,弁体2も逆回転する。弁体2
が係止片3の他端に当接すると弁体2に取付けたマイク
ロスイッチ8が入りオペレータ81の操作パネル82へ
切替完了したことを知らせる。尚、切替中において逆回
転が完了するまでは弁箱1,掘削ドリル4,シエル基体
6は静止したままになる。切替完了すると、流出口24
は液開口12と接合した状態に確保される。そうして、
モータ91,減速機92を逆回転させ掘削ドリル4を引
上げながら圧縮空気配管53へ根固め液を注入すれば、
根固め液はスクリューロッド51,透孔71,振動アブ
ソーバ95,弁体の供給路25,液開口12,通過孔1
4,導管61へと流れ、根固め液を杭穴底に置いてくる
ようになる。
After digging a desired pile hole, when the motor 91 and the speed reducer 92 are rotated in the reverse direction, the screw rod 5
1, the vibration absorber 95 and the valve body 2 also rotate in the reverse direction. Valve 2
Is in contact with the other end of the locking piece 3, the micro switch 8 attached to the valve body 2 is turned on, and the operation panel 82 of the operator 81 is notified that the switching is completed. During the switching, the valve box 1, the drilling drill 4, and the shell base 6 remain stationary until the reverse rotation is completed. When the switching is completed, the outlet 24
Is secured in a state of being joined to the liquid opening 12. And then
If the consolidation liquid is injected into the compressed air pipe 53 while the motor 91 and the reduction gear 92 are rotated in the reverse direction and the drilling drill 4 is pulled up,
The root consolidation liquid is supplied by the screw rod 51, the through-hole 71, the vibration absorber 95, the supply passage 25 of the valve body, the liquid opening 12, and the passage hole 1.
4. The liquid flows into the conduit 61, and the consolidation liquid is placed at the bottom of the pile hole.

【0020】この掘削ドリル引上げ時は、弁体2は常時
逆回転し係止片3を押し付けるようにして弁箱1,掘削
ドリル4,シエル基体6を逆回転させることになり、流
出口24は液開口12と接合させられる強制的外力を受
ける。従って根固め液が掘削ドリル内に流れることはな
い。こうして、掘削ドリル4を地上に引上げた時点で所
望の根固め液が杭穴底に確実に充填される。最後に、こ
の杭穴へ既製杭を沈設して完工する。
When the drilling drill is pulled up, the valve body 2 is always rotated in the reverse direction so that the locking piece 3 is pressed to rotate the valve box 1, the drilling drill 4, and the shell base 6 in the reverse direction. It receives a forced external force that is joined to the liquid opening 12. Therefore, no root compaction liquid flows into the drilling drill. Thus, when the excavation drill 4 is pulled up to the ground, a desired root compaction liquid is surely filled into the bottom of the pile hole. Finally, a ready-made pile is laid in this pile hole to complete the construction.

【0021】(2)実施例2 本実施例では、空気孔13のガス開口11付近及び通過
孔14の液開口12付近の孔径を大きくして、ここに弾
性体27を載置した後、シール環26を嵌めたものであ
る(図9,図10)。図9はガス開口11周りを図示す
るが、ガス開口11が流出口24から外れ、弁体2の底
にシール環26が当っているときは、下方へ押えつけら
れた状態で空気孔13内に潜っている。そして、弁体2
が回動して流出口24がガス開口11と接合すると、弾
性体27の弾性力でシール環26が流出口24内へ入り
込み、シール性を高める構造となる(図10)。液開口
12の周りも同様の構成をとる。他の構造は実施例1と
同じである。
(2) Embodiment 2 In this embodiment, the hole diameter near the gas opening 11 of the air hole 13 and near the liquid opening 12 of the passage hole 14 is increased, and after the elastic body 27 is mounted thereon, The ring 26 is fitted (FIGS. 9 and 10). FIG. 9 shows the periphery of the gas opening 11. When the gas opening 11 comes off the outlet 24 and the seal ring 26 is in contact with the bottom of the valve body 2, the inside of the air hole 13 is pressed down. Dive into. And valve body 2
Is rotated and the outlet 24 is joined to the gas opening 11, the seal ring 26 enters the outlet 24 by the elastic force of the elastic body 27, resulting in a structure that enhances the sealing performance (FIG. 10). The same configuration is adopted around the liquid opening 12. Other structures are the same as in the first embodiment.

【0022】(3)実施例の効果 実施例に係る二方切替弁は簡便な構造にして、これを使
用すれば圧縮空気と根固め液の切替えを確実になし得
た。そして、モータ91,減速機92の回転操作をその
まま切替操作に使えた。また、二方切替弁の内部構成に
よってモータの回転作用が圧縮空気又は根固め液の供給
経路を確実に維持する外力としても作用した。詳しく
は、モータ91,減速機92の正回転が、流出口24を
ガス開口11に接合させる外力として作用し、逆回転は
流出口24を液開口12に接合させる外力として作用す
るので、圧縮空気のリークや根固め液が誤って掘削ドリ
ル4に導れることもなかった。更に、弁体2が正又は逆
回転して切替完了すると、マイクロスイッチ8が働きオ
ペレータ81に伝わるので、より確かな情報をもって運
転操作をなし得た。オペレータの誤操作を防止できた。
かくして、掘削ドリルを逆回転させながら地上に引上
げ、斯る動作と同時進行して根固め液を杭穴底に確実に
放出でき、工期は大幅短縮された。
(3) Effects of the Embodiment The two-way switching valve according to the embodiment has a simple structure, and if it is used, the switching between the compressed air and the consolidation liquid can be surely performed. Then, the rotation operation of the motor 91 and the speed reducer 92 can be used for the switching operation as it is. In addition, due to the internal configuration of the two-way switching valve, the rotation of the motor also acts as an external force for reliably maintaining the supply path of the compressed air or the consolidation liquid. Specifically, the forward rotation of the motor 91 and the speed reducer 92 acts as an external force for joining the outlet 24 to the gas opening 11, and the reverse rotation acts as an external force for joining the outlet 24 to the liquid opening 12. There was no possibility that the leak or the consolidation liquid was mistakenly guided to the drill 4. Further, when the switching is completed by the forward or reverse rotation of the valve body 2, the micro switch 8 operates and is transmitted to the operator 81, so that the driving operation can be performed with more reliable information. The operator's erroneous operation was prevented.
In this way, the drilling drill was pulled up to the ground while rotating in the reverse direction, and simultaneously with this operation, the consolidation liquid could be reliably discharged to the bottom of the pile hole, and the construction period was greatly shortened.

【0023】尚、本発明においては、前記具体的実施例
に示すものに限らず、目的,用途に応じて本発明の範囲
内で種々変更できる。マイクロスイッチはリミット方式
の他磁力等を利用するものでもよい。また、オペレータ
への伝送はワイヤレスに限定せず配線を敷設するものも
含む。地上オペレータの操作パネルへの表示は、視覚表
示のみならず聴覚表示でもよい。更に、弾性体の材質は
合成樹脂,合成ゴム等の弾性変形する材料からなるもの
であればいかなるものでも構わない。
The present invention is not limited to those shown in the above specific embodiments, but can be variously modified within the scope of the present invention depending on the purpose and application. The microswitch may use a magnetic force or the like in addition to the limit method. In addition, transmission to the operator is not limited to wireless, but also includes transmission of wiring. The display on the operation panel of the ground operator may be an auditory display as well as a visual display. Further, the material of the elastic body may be any material as long as it is made of an elastically deformable material such as synthetic resin or synthetic rubber.

【0024】[0024]

【発明の効果】以上のごとく本発明の二方切替弁を用い
れば、空圧打撃式の掘削ドリルで杭穴を掘削後、これを
抜上げるときに根固め液を杭穴に置いてこれるようにな
り、掘削工程,根固め工程の二工程を一工程で成し遂
げ、作業能率を大幅に向上させることができる。
As described above, if the two-way switching valve of the present invention is used, a piling hole is drilled with a pneumatic impact drill, and then when the drilling hole is pulled out, the consolidation liquid is placed in the pile hole. Thus, the two steps of the excavation step and the consolidation step can be accomplished in one step, and the working efficiency can be greatly improved.

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

【図1】実施例1の二方切替弁の縦断面図。FIG. 1 is a longitudinal sectional view of a two-way switching valve according to a first embodiment.

【図2】図1のXーX線断面図。FIG. 2 is a sectional view taken along line XX of FIG.

【図3】図1の弁体が逆回転して係止片の他端に制止さ
れた状態を示す縦断面図。
FIG. 3 is a longitudinal sectional view showing a state in which the valve body of FIG. 1 is rotated in the reverse direction and stopped at the other end of the locking piece.

【図4】図3のYーY線断面図。FIG. 4 is a sectional view taken along line YY of FIG. 3;

【図5】実施例1の弁体及び雌継手の説明斜視図。FIG. 5 is an explanatory perspective view of a valve body and a female joint according to the first embodiment.

【図6】弁体のスロープ段差周りの拡大断面図。FIG. 6 is an enlarged sectional view around a slope step of the valve element.

【図7】実施例1の二方切替弁を掘削ドリルに取付けた
縦断面図。
FIG. 7 is a longitudinal sectional view showing the two-way switching valve of the first embodiment attached to a drilling drill.

【図8】二方切替弁を組みつけた掘削根固め液注入工法
をとる掘削側面図。
FIG. 8 is a side view of the excavation using the excavation root consolidation liquid injection method with a two-way switching valve.

【図9】実施例2のガス開口周りの拡大断面図。FIG. 9 is an enlarged cross-sectional view around a gas opening according to a second embodiment.

【図10】実施例2のガス開口周りの拡大断面図。FIG. 10 is an enlarged cross-sectional view around a gas opening according to a second embodiment.

【符号の説明】[Explanation of symbols]

1 弁箱 11 ガス開口 12 液開口 2 弁体 21 切欠部 23 供給口 24 流出口 25 供給路 3 係止片 4 掘削ドリル 8 マイクロスイッチ DESCRIPTION OF SYMBOLS 1 Valve box 11 Gas opening 12 Liquid opening 2 Valve 21 Notch 23 Supply port 24 Outlet 25 Supply path 3 Locking piece 4 Drilling drill 8 Micro switch

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 空圧打撃式の掘削ドリルによる掘削後に
該掘削ドリルの上方位置で圧縮空気から根固め液への切
替えを行い根固め液を注入するようにした掘削根固め液
注入工法にあって、有底筒形状の底面に、圧縮空気を掘
削ドリルへ送るガス開口と根固め液を掘削ドリル外へ誘
導する液開口とを設けた弁箱(1)と、円柱状体をな
し、該弁箱の底面に載置されて正逆回転し、上面中央に
設けた供給口から下面外周寄りに偏心して設けた流出口
へ貫通する供給路を有し、且つ該円柱状体の周壁に円弧
状の切欠部を有する弁体(2)と、該切欠部と前記弁箱
とで形成する空間内に収容し、前記弁箱に固着される係
止片(3)とを備え、該弁体が正回転して該係止片の一
端に制止されると該流出口が前記ガス開口と一致し、該
弁体が逆回転して係止片の他端に制止されると該流出口
が前記液開口と一致するよう構成した掘削根固め液工法
に用いる二方切替弁。
An excavating root consolidation liquid injection method in which after excavation by a pneumatic impact type excavation drill, a switch is made from compressed air to a consolidation liquid at a position above the excavation drill to inject the consolidation liquid. A valve box (1) provided with a gas opening for sending compressed air to the drilling drill and a liquid opening for guiding the consolidation liquid out of the drilling drill, and a cylindrical body, It has a supply path which is placed on the bottom of the valve box, rotates forward and backward, penetrates from a supply port provided in the center of the upper surface to an outlet provided eccentrically near the outer periphery of the lower surface, and has a circular shape on the peripheral wall of the cylindrical body. A valve body (2) having an arc-shaped notch, and a locking piece (3) housed in a space formed by the notch and the valve box and fixed to the valve box; Is rotated forward and stopped at one end of the locking piece, the outlet coincides with the gas opening, and the valve body rotates in the reverse direction to lock. A two-way switching valve for use in an excavation root consolidation liquid method, wherein the outlet is aligned with the liquid opening when stopped at the other end of the piece.
【請求項2】 前記弁体が正又は逆回転し切替完了する
と、切替が完了したことを地上オペレータの操作パネル
へ表示するよう前記弁体と前記係止片との当接面に信号
発信をなすマイクロスイッチが設けてあることを特徴と
する請求項1記載の二方切替弁。
2. When the switching is completed by the forward or reverse rotation of the valve body, a signal is transmitted to a contact surface between the valve body and the locking piece so that the completion of the switching is displayed on an operation panel of a ground operator. 2. The two-way switching valve according to claim 1, further comprising a micro switch.
JP04268142A 1992-09-10 1992-09-10 Two-way switching valve Expired - Fee Related JP3117811B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP04268142A JP3117811B2 (en) 1992-09-10 1992-09-10 Two-way switching valve
KR1019930016421A KR960005723B1 (en) 1992-09-10 1993-08-24 Dual direction conversion valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04268142A JP3117811B2 (en) 1992-09-10 1992-09-10 Two-way switching valve

Publications (2)

Publication Number Publication Date
JPH0693618A JPH0693618A (en) 1994-04-05
JP3117811B2 true JP3117811B2 (en) 2000-12-18

Family

ID=17454481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04268142A Expired - Fee Related JP3117811B2 (en) 1992-09-10 1992-09-10 Two-way switching valve

Country Status (2)

Country Link
JP (1) JP3117811B2 (en)
KR (1) KR960005723B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6090144B2 (en) * 2013-12-13 2017-03-08 東京エレクトロン株式会社 Switching valve, liquid processing device
KR102005002B1 (en) * 2017-11-15 2019-10-01 덴버코리아이엔씨주식회사 Tip device for high pressure injection
KR102069282B1 (en) * 2019-05-03 2020-02-11 송채연 Excavation hammers for core barrel work that can be used for rock excavation and core cutting by turning direction of rotation

Also Published As

Publication number Publication date
KR960005723B1 (en) 1996-05-01
JPH0693618A (en) 1994-04-05
KR940007335A (en) 1994-04-27

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