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JPS6323326B2 - - Google Patents
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JPS6323326B2 - - Google Patents

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Publication number
JPS6323326B2
JPS6323326B2 JP55090306A JP9030680A JPS6323326B2 JP S6323326 B2 JPS6323326 B2 JP S6323326B2 JP 55090306 A JP55090306 A JP 55090306A JP 9030680 A JP9030680 A JP 9030680A JP S6323326 B2 JPS6323326 B2 JP S6323326B2
Authority
JP
Japan
Prior art keywords
liquid
injection
rod
hole
chemical
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
Application number
JP55090306A
Other languages
Japanese (ja)
Other versions
JPS5715717A (en
Inventor
Shigeharu Arima
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.)
SHIBIRU KIKI JUGEN
Original Assignee
SHIBIRU KIKI JUGEN
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 SHIBIRU KIKI JUGEN filed Critical SHIBIRU KIKI JUGEN
Priority to JP9030680A priority Critical patent/JPS5715717A/en
Publication of JPS5715717A publication Critical patent/JPS5715717A/en
Publication of JPS6323326B2 publication Critical patent/JPS6323326B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 本発明は地盤の強化または止水などの土質改良
のために施工する薬液注入作業に際し、2液混合
による注入薬液を、1本の注入管を地盤に穿孔挿
入した後で、その上下方向複数個所から一斉に広
範囲にわたつてほぼ一様な条件で過度な圧入が行
われることなく注入できるようにした薬液注入装
置に関する。
[Detailed Description of the Invention] The present invention is applicable to injecting a chemical solution by mixing two components into the ground after drilling and inserting one injection pipe into the ground during chemical injection work carried out for soil improvement such as strengthening the ground or water stopping. The present invention relates to a liquid drug injector that can simultaneously inject from a plurality of locations in the vertical direction over a wide area under substantially uniform conditions without excessive press-fitting.

軟弱な地盤の強化や掘削工事に伴なう漏水又は
湧水を阻止する目的として、所要の区域の地盤に
薬液を注入し土質の安定化を計る薬液注入工法に
ついては既に種々の技術が開発され、かつ実用に
供されている。しかし乍ら地中に注入ロツドを掘
進挿入して地盤内に上下方向で広い範囲にわたり
薬液の注入を行なう場合は、この注入ロツドを所
要深さまで回転させつつ地盤に穿孔した後、該ロ
ツドを順次段階的に引上げてロツド内を通じて薬
液を所要の区間にわたつて圧入し、或いは予めロ
ツドの先端部から中間部にかけて適宜ピツチで穿
設した吐出孔を通じて薬液を一挙に注入するなど
して広い範囲に薬液の注入を行なう方式が採用さ
れつつあるも、前者のような方式では作業手数が
多くかかり、しかも急激に薬液を地中に圧入しよ
うとするその注入圧によつて地層の軟弱部分や弱
い裂目等に薬液が移行する所謂逃げの現象が発生
して薬液の消費量が多くなり、また局部的な凝結
が生じる欠点があり、従つて緩やかに圧入する必
要性があるため当然作業性が著しく抵下して工費
が嵩む。また後者の方式による場合は、従来では
ロツド内の流動抵抗によつて該ロツドを通じての
圧入薬液が各吐出孔から一定量ずつ噴出せず、対
応する部分が軟弱な個所や所謂抵抗の少ない部分
において多く液が注入されることになり、極端な
場合には一部の孔でのみ液噴出孔としての用をな
さず、均等な薬液注入が行なわれ難いため不安定
な地質改良となり、これまた不都合なものであ
る。勿論作業性も均等な薬液注入をめざすため緩
速注入を行なう必要上能率の向上が期待し難い。
Various technologies have already been developed for chemical injection methods, which stabilize the soil quality by injecting chemical into the ground in a required area for the purpose of strengthening weak ground or preventing water leakage or springing caused by excavation work. , and has been put into practical use. However, when inserting an injection rod into the ground and injecting a chemical over a wide area in the vertical direction, the injection rod should be rotated to the required depth and drilled into the ground, and then the rod should be inserted one after another. The rod can be pulled up in stages and the chemical solution is forced into the required section through the rod, or the drug solution can be injected over a wide area at once through discharge holes that are pre-drilled at appropriate pitches from the tip to the middle of the rod. Methods of injecting chemical solutions are being adopted, but the former method requires a lot of work, and the injection pressure that forces the chemical solution into the ground rapidly can damage soft parts and weak cracks in the strata. This method has the disadvantage that the so-called escaping phenomenon in which the chemical solution migrates to the eyes, etc., increases the consumption of the chemical solution, and also causes local condensation.Therefore, it is necessary to press fit gently, which naturally reduces workability. This will result in higher construction costs. In addition, in the case of the latter method, conventionally, due to the flow resistance inside the rod, the press-ined chemical liquid through the rod did not spray out a constant amount from each discharge hole, and the corresponding part was weak or had low resistance. A large amount of liquid will be injected, and in extreme cases, only some holes will no longer function as liquid spouting holes, making it difficult to inject chemicals evenly, resulting in unstable geological improvement, which is another inconvenience. It is something. Of course, it is difficult to expect an improvement in efficiency since it is necessary to perform slow injection in order to aim for uniform chemical injection with workability.

本発明にては斯かる問題点を解決して地盤改良
のために掘削穿孔して挿入する注入管ロツドには
多段にほぼ所定量の注入薬液が低吐出で均等に噴
出するノズル部を設け、該ノズル部は穿孔掘削時
減摩液の圧送注入圧力に対して閉止状態を保ち、
薬液の注入時には内管側薬液の供給圧力を高める
ことで噴出ノズル部の閉止栓を地中に吹き飛ばし
て開口させ、同時に多段に配した各噴出ノズル部
から二液混合した薬液を地盤中に圧入し、必要に
応じて段階的に注入管ロツドを軸線方向に移動さ
せれば該軸線方向の広範囲にわたり均等な薬液注
入が一斉に行ない得るように構成した薬液注入装
置を提供することにある。
In order to solve this problem, the present invention provides an injection pipe rod that is inserted through excavation and drilling for ground improvement, and is provided with a multi-stage nozzle portion that evenly sprays a predetermined amount of the injection chemical at a low discharge rate. The nozzle part maintains a closed state against the injection pressure of the anti-friction fluid during drilling,
When injecting chemical liquid, the supply pressure of the chemical liquid on the inner pipe side is increased to blow the stopper of the ejection nozzle part into the ground and open it, and at the same time, the mixed two-part chemical liquid is forced into the ground from each ejection nozzle part arranged in multiple stages. However, it is an object of the present invention to provide a chemical liquid injector configured such that by moving the injection tube rod stepwise in the axial direction as necessary, uniform chemical liquid injection can be performed simultaneously over a wide range in the axial direction.

即ち、本発明は、ロツド先端に切削刃を備えた
二重管型薬液注入ロツドにおいて:ロツド先端部
には、掘削時外管側に供給する圧力水は液出口を
開いて切削刃部に流し、薬液注入時に内管側に供
給する液圧で外管側から切削刃部に通ずる液出口
を閉鎖するようにした制御弁を設け、中間部のロ
ツド接続体は内管に対して連通する孔を軸心に有
して嵌め合いにより、また外管とは螺合又は溶接
して連結するようにし、かつ該ロツド接続体の中
間連結部には内管と外管との間の環状通路に対応
して複数の上下連通孔を配設し、斯かるロツド接
続体の中間連結部の適宜位置には、軸心に交叉し
て内管側と外管側とに各各連通する極小径の噴射
ノズルを配設して、薬液噴出孔に通ずるようにし
た液噴出片を固設し、該液噴出片の薬液噴出孔に
は、外管側噴射ノズルを閉じて内管側液圧が前記
内管側噴射ノズルを通じ作用すると地盤中に放出
させて薬液の噴出孔を開放する閉止栓を嵌設した
ものである。
That is, the present invention provides a double-tube chemical injection rod with a cutting blade at the tip of the rod: At the tip of the rod, pressurized water supplied to the outer tube during excavation is allowed to flow into the cutting blade by opening a liquid outlet. , a control valve is provided that closes the liquid outlet leading from the outer tube to the cutting blade by the liquid pressure supplied to the inner tube when the chemical is injected, and the rod connecting body in the middle has a hole that communicates with the inner tube. The rod is connected to the outer tube by fitting or by screwing or welding, and an annular passage between the inner tube and the outer tube is provided at the intermediate connecting portion of the rod connecting body. Correspondingly, a plurality of upper and lower communication holes are arranged, and at appropriate positions of the intermediate connecting part of the rod connection body, there are holes of extremely small diameter that intersect the axis and communicate with the inner tube side and the outer tube side. A liquid ejection piece is fixedly provided with an injection nozzle and communicated with a chemical liquid ejection hole, and the outer tube side injection nozzle is closed and the inner tube side liquid pressure is applied to the chemical liquid ejection hole of the liquid ejection piece. It is fitted with a stopper that releases the chemical into the ground and opens the ejection hole when it acts through the injection nozzle on the inner pipe side.

以下本発明装置を一実施例について図面により
詳述すれば、第1図乃至第4図において、1は2
重管型の注入管ロツドであり、2は外管、3は内
管で、注入管ロツドの下半部にてそれぞれ所要の
長さにほぼ統一して、その中間部から先端の穿孔
用切削刃4付着部までの間には複数のロツド接続
体10を介して内外管2,3を接続し、該ロツド
接続体10を所要の間隔で配設してある。30は
注入管ロツドの先端に取付くカツタービツト取付
片であり、5は周知の回転接手であつて外管内及
び内管内にそれぞれポンプ(図示せず)からの薬
液供給管が接続されている。
Below, one embodiment of the device of the present invention will be described in detail with reference to the drawings. In FIGS. 1 to 4, 1 is 2.
It is a double-tube type injection tube rod, 2 is the outer tube, 3 is the inner tube, and the lower half of the injection tube rod is approximately uniform in length to the required length, and from the middle part to the tip is cut for drilling. The inner and outer tubes 2 and 3 are connected through a plurality of rod connectors 10 up to the attachment portion of the blade 4, and the rod connectors 10 are arranged at required intervals. 30 is a cutter bit attachment piece attached to the tip of the injection tube rod, and 5 is a well-known rotary joint to which drug solution supply tubes from a pump (not shown) are connected to the inner and outer tubes, respectively.

而してロツド接続体10は第2図乃至第4図に
示す如く、注入管ロツド1としての外管2の外径
とほぼ等しい直径で適宜長さを有し、中心部には
軸線方向に内管3の内径とほぼ等しい直径の中央
孔11を有し、該中央孔11の上下両端部には適
宜長さで内管3の端部が嵌挿し得る直径に形成し
た内管嵌挿部12をそれぞれ設け、また上下両端
外周には外管2端が螺合定着できるようねじ13
部を所要長刻設してなり、外管2と内管3とを接
続した状態での両管によつて形成される環状空間
部に対応する位置には適宜間隔で複数の上下連通
孔14を同心円上で軸線に平行して貫通穿設して
ある。ただしこの上下連通孔14は横断面におい
て中心を通る一直線上で1個所には設けず、また
その反対位置に設けた連通孔14′は上下に貫通
せずに上側から中間部に設けた液噴出片20装着
孔15までにとどめて穿設してある。なお、上下
連通孔については上記に特定されるものではな
く、上下に連通するような公知手段が採用でき
る。更にこのロツド接続体10の中間部適所には
軸芯を横断する一直線上に液噴出片の嵌挿装着用
の段付き装着孔15と段付きボルト孔16とを、
第3図示のように穿設し、該装着孔15に嵌挿装
着する液噴出片20はその外径が装着孔15に嵌
合するよう太径のヘツド部20′と中央孔11内
に適宜長さ突出す細径部20″とからなり、該液
噴出片20はヘツド部20′の外周適所と、段部
端面と装着孔段部との間とにOリングパツキン2
3,23′を介在せしめて内外のシールが行なわ
れるようになし、更に該液噴出片20の軸心には
有段の液噴出孔21を穿設し、その後端にはねじ
孔22を連接して設け、更に装着時前記外管側の
連通孔14′に対応する位置には極小径の孔を有
する液噴射ノズル24部を液噴出孔21に対して
穿設し、また中央孔11内に突出した部分の上側
位置には液噴出孔21に向け極小径の孔を有する
液噴射ノズル24′部を穿設してあり、この両液
噴射ノズル24,24′はセラミツク等超硬質の
物質にて形成された勾配面をもつノズル片を液噴
出片20に予め穿設した先すぼみ勾配の孔に嵌挿
して接着剤により一体に取り付けてある。そして
この液噴出片20はその装着孔15と反対位置の
ボルト孔16からボルト17をねじ孔22に螺合
せしめて締結し、一体的に固着せしめる。なおこ
の際噴射ノズル24,24′はいずれも薬液の供
給側(図上上側)に向けて固定される。斯かる液
噴出片20の液噴出孔21内には閉止栓26を嵌
挿し、該液噴出孔21内周面には外管側に通ずる
液噴射ノズル24の両側位置でシールリング25
を嵌設して液の漏出が防止されるようになつてい
る。
As shown in FIGS. 2 to 4, the rod connecting body 10 has a diameter approximately equal to the outer diameter of the outer tube 2 as the injection tube rod 1 and a suitable length, and has a central portion extending in the axial direction. It has a central hole 11 with a diameter approximately equal to the inner diameter of the inner tube 3, and at both upper and lower ends of the central hole 11 are inner tube fitting portions formed at appropriate lengths and diameters into which the ends of the inner tube 3 can be inserted. 12 respectively, and screws 13 are provided on the outer periphery of both the upper and lower ends so that the two ends of the outer tube can be screwed and fixed.
A plurality of upper and lower communication holes 14 are provided at appropriate intervals at positions corresponding to the annular space formed by the outer tube 2 and the inner tube 3 when they are connected. The holes are drilled through concentrically parallel to the axis. However, this vertical communication hole 14 is not provided in one place on a straight line passing through the center in the cross section, and the communication hole 14' provided in the opposite position is not provided vertically but is provided in the middle part from the upper side. The holes are drilled only up to the piece 20 mounting hole 15. Note that the upper and lower communication holes are not specified above, and known means for vertical communication can be adopted. Further, at a suitable position in the middle of the rod connecting body 10, a stepped mounting hole 15 and a stepped bolt hole 16 for fitting and mounting a liquid jet piece are provided in a straight line crossing the axis.
The liquid spouting piece 20 which is drilled as shown in the third figure and fitted into the mounting hole 15 has a large diameter head portion 20' and the center hole 11 so that its outer diameter fits into the mounting hole 15. The liquid spouting piece 20 has a narrow diameter portion 20'' projecting in length, and the liquid spouting piece 20 is provided with an O-ring packing 2 at a suitable location on the outer periphery of the head portion 20' and between the end face of the step and the step of the mounting hole.
3 and 23' are interposed to seal the inside and outside, and furthermore, a stepped liquid jet hole 21 is bored in the axis of the liquid jet piece 20, and a screw hole 22 is connected to the rear end. Furthermore, when installed, a liquid injection nozzle 24 having an extremely small diameter hole is bored in the liquid injection hole 21 at a position corresponding to the communication hole 14' on the outer tube side, and A liquid injection nozzle 24' having an extremely small diameter hole facing the liquid injection hole 21 is bored at the upper side of the protruding part. A nozzle piece having a sloped surface formed in the above is inserted into a hole with a concave slope formed in advance in the liquid ejection piece 20, and is attached integrally with an adhesive. The liquid ejecting piece 20 is fixed integrally by screwing a bolt 17 into a screw hole 22 from a bolt hole 16 located opposite to the mounting hole 15. At this time, the injection nozzles 24, 24' are both fixed facing toward the chemical liquid supply side (upper side in the figure). A stopper 26 is fitted into the liquid ejection hole 21 of the liquid ejection piece 20, and seal rings 25 are provided on the inner peripheral surface of the liquid ejection hole 21 at positions on both sides of the liquid injection nozzle 24 communicating with the outer tube side.
is fitted to prevent liquid leakage.

次に注入管ロツド10先端のクラウンカツター
取付片30は第5図に示す如く、注入管の外径と
合致して適宜長さを有し、上半部31と下半部3
2に分割したものを一軸上に螺合せしめたものに
して、その上半部31には中心に内管3の接続嵌
合孔33を設け、外周上部に注入外管の螺着用雄
ねじ部34を形成し、内管の接続嵌合孔33下部
には閉止弁35の一部を構成するシリンダ36を
下向きに開口して設け、このシリンダ36部には
軸心先端部を弁子35′とするピストン37を嵌
挿し、斯かる中央部と外周形成部との連結部3
1′には外管側の薬液通孔39を多数同心円上で
貫通穿設してなり、下半部32は上半部31に螺
着した状態で前記閉止弁35の一部を構成するべ
くシリンダ36内ピストン37先端の弁子35′
が嵌合する通孔35″を中心に穿設した仕切壁3
8を設け、下部には周知構造のクラウンカツター
のビツトを備えた筒片40を螺着したものであ
る。なお閉止弁35をなすピストン37側の弁子
35′は外周にOリングパツキン41を嵌着して
仕切壁38の通孔35″内に嵌挿したとき、該O
リングパツキン41にてシールするようになされ
ており、シリンダ36内と内管嵌挿部33との間
には連通孔33′が設けてある。
Next, as shown in FIG. 5, the crown cutter attachment piece 30 at the tip of the injection tube rod 10 has an appropriate length to match the outer diameter of the injection tube, and has an upper half 31 and a lower half 3.
The upper half 31 is provided with a connection fitting hole 33 for the inner tube 3 at the center, and a male threaded portion 34 for screwing the outer injection tube is provided at the upper part of the outer periphery. A cylinder 36, which forms a part of the shutoff valve 35, is provided at the bottom of the connection fitting hole 33 of the inner pipe and opens downward. A piston 37 is inserted into the connecting portion 3 between the central portion and the outer peripheral forming portion.
1' is provided with a large number of concentric holes 39 for liquid medicine on the outer tube side. Valve 35' at the tip of the piston 37 inside the cylinder 36
The partition wall 3 is bored centering around the through hole 35″ into which the partition wall 3 is fitted.
8, and a cylindrical piece 40 equipped with a crown cutter bit of a known structure is screwed to the lower part. Note that when the valve element 35' on the piston 37 side forming the shutoff valve 35 is fitted with an O-ring packing 41 on the outer periphery and inserted into the through hole 35'' of the partition wall 38, the O
A ring packing 41 is used for sealing, and a communication hole 33' is provided between the inside of the cylinder 36 and the inner tube insertion part 33.

斯くの如く構成された本発明装置は改良目的地
盤に対して挿入するに際し、従来と同様の手段に
より所定の方向に注入管ロツド1を回転させ(各
接続部での螺合ねじ込み方向に回転させてねじ部
が緩んで外れないようにする)、外管2内側に穿
孔用減摩液(例えば水)を圧入してロツド先端の
クラウンカツター4部に送り掘削して所要深さに
進入せしめる。この際外管2内の流路を通る液に
対して、ロツド接続体10部分では液噴出孔21
内に閉止栓26が嵌挿されており、シールリング
23,25と該閉止栓26とによつて液噴射孔2
1が閉じられているので、この部分に作用する液
圧によつては外部に漏出することはなく(予めこ
のように構成しておく)、またカツター取付片3
0内の閉止弁35は外管側の通孔39を流れる液
の圧力に対してピストン37の頂面側は大気圧又
はそれに近い状態にあるから、弁子35′突設側
端面に作用する減摩液圧との差圧でシリンダ36
内にピストン37が押戻されて通孔35″から弁
子35′は離れ、即ち開弁して何等支障なく切削
部に液の供給が行なわれ、注入管ロツドの掘削進
入を促進する。
When the device of the present invention thus constructed is inserted into the target ground for improvement, the injection pipe rod 1 is rotated in a predetermined direction by means similar to conventional methods (rotated in the direction of screwing in each connection part). (to prevent the threaded part from loosening and coming off), press an anti-friction liquid (e.g. water) for drilling into the inside of the outer tube 2 and send it to the crown cutter 4 part at the tip of the rod to drill it to the required depth. . At this time, for the liquid passing through the flow path in the outer tube 2, the liquid spout hole 21
A stopper 26 is fitted inside, and the liquid injection hole 2 is closed by the seal rings 23, 25 and the stopper 26.
Since the cutter mounting piece 3 is closed, it will not leak to the outside depending on the hydraulic pressure acting on this part (this is configured in advance), and the cutter mounting piece 3
The shutoff valve 35 in 0 acts on the end surface of the protruding side of the valve 35' since the top surface side of the piston 37 is at or near atmospheric pressure relative to the pressure of the liquid flowing through the through hole 39 on the outer tube side. cylinder 36 due to the differential pressure with the anti-friction fluid pressure.
The piston 37 is pushed back inside, and the valve 35' is separated from the through hole 35'', that is, the valve is opened, and the liquid is supplied to the cutting portion without any hindrance, facilitating the entry of the injection pipe rod into the excavation.

而して地盤改良目的深度迄注入管ロツド1を進
入させたる後は掘削減摩剤液の供給を停止し、こ
れに代えて周知の凝結用薬液2種を内管3内側に
は例えば硬化助剤液(以下B液と称する)を、そ
して外管2内側には凝結用主剤液(以下A液と称
する)を、それぞれ供給するのであり、このA.B
両液の供給に際して内管3側に先づ給液が行なわ
れると、ロツド1先端カツター取付片30内に設
けられた閉止弁35のピストン37に直接液圧が
作用して該ピストン37先端の弁子35′が通孔
35″内に押込まれてクラウンカツター取付け部
側への流通を閉鎖し、両薬液の供給は内外両管内
共に該ロツド内に一旦充満した後噴出孔から地盤
に向け噴出することになる。
After the injection pipe rod 1 has entered the target depth for soil improvement, the supply of the excavation reduction abrasive liquid is stopped, and instead of this, two kinds of well-known coagulation chemicals are added to the inside of the inner pipe 3, for example, as a hardening agent. The agent liquid (hereinafter referred to as B liquid) is supplied to the inside of the outer tube 2, and the main agent liquid for coagulation (hereinafter referred to as A liquid) is supplied to the inside of the outer tube 2.
When both liquids are supplied to the inner tube 3 side first, hydraulic pressure acts directly on the piston 37 of the shutoff valve 35 provided in the cutter attachment piece 30 at the tip of the rod 1, causing the piston 37 to close at the tip. The valve 35' is pushed into the through hole 35'' to close the flow to the crown cutter attachment side, and the supply of both chemical solutions is directed from the spout hole to the ground after the rod is once filled in both the inner and outer pipes. It will erupt.

而して、ロツドに対する給液に際してはA,B
両液ともほぼ等しくして供給圧力を著しく高い圧
力で(例えば100Kg/cm2)ほぼ等量づつ圧送すれ
ば、内外両管2,3内の空間部に流入する液圧に
て各ロツド接続体10に設けられた液噴出片20
の噴射ノズル24′から該液噴出片20内嵌設の
閉止栓26後端に液圧が作用して、高圧のB液に
より該閉止栓26は瞬間的に地盤内に吹き飛ばさ
れて液噴出孔21が開口する。するとB液は噴射
ノズル24′から、またA液は外管側に繁がる連
通孔14′を経て噴射ノズル24から、それぞれ
該液噴出孔21内に噴出して、ここで混合すると
同時に地盤側に向けて高速で噴射され、注入管ロ
ツドの回転につれ、その周囲の地盤内に混合され
た薬液が圧入されることになるのである。(第7
図参照) この薬液の地盤に対する圧入は、注入管ロツド
1の下半部において上記したように複数個設けら
れた各噴出孔21から対応する部分に対して一斉
に行なわれることになるのであつて、この際液噴
出孔21内に向け先づ流出する噴射ノズル24,
24′の孔は極く小径になされていて、供給され
る各薬液の供給圧力が著しく高い圧力で送られて
いるので、適宜間隔で配設された各液噴出孔21
間における管路中の流動に伴なう液の圧力損失に
よる減圧はいずれの位置においても殆んど無視で
きる状態になり、結果的にほぼ同様の条件のもと
で液の噴出が行なわれることになつて、しかも極
く小径の噴射ノズルを通過させることにより圧力
ヘツドを速度ヘツドに変換して地盤への注入圧力
を低くし、併せて過度の吐出量になるのを防止し
て速度ヘツドにより深部まで薬液を注入すること
ができるので、局部的な薬液の凝結が発生するよ
うなことの防止ができるのである。
Therefore, when supplying liquid to the rod, A and B
If both liquids are made almost equal and the supply pressure is extremely high (for example, 100 kg/cm 2 ) and the same amount is pumped, the liquid pressure flowing into the spaces in both the inner and outer pipes 2 and 3 will cause each rod connection to Liquid spouting piece 20 provided in 10
The liquid pressure acts from the injection nozzle 24' on the rear end of the stopper 26 fitted in the liquid ejecting piece 20, and the high-pressure liquid B momentarily blows the stopper 26 into the ground, causing the liquid to eject orifice. 21 opens. Then, the B liquid is ejected from the injection nozzle 24', and the A liquid is ejected from the injection nozzle 24 through the communication hole 14' extending toward the outer pipe side, into the liquid ejection hole 21, where they are mixed and at the same time It is injected toward the side at high speed, and as the injection tube rod rotates, the mixed chemical solution is forced into the surrounding ground. (7th
(See figure) This injection of the chemical into the ground is carried out simultaneously from each of the plurality of ejection holes 21 provided in the lower half of the injection pipe rod 1 to the corresponding portions as described above. , at this time, the injection nozzle 24 flows out first into the liquid injection hole 21,
The holes 24' have extremely small diameters, and the supply pressure of each chemical solution to be supplied is extremely high.
The depressurization caused by the pressure loss of the liquid due to the flow in the pipe between the pipes becomes almost negligible at any position, and as a result, the liquid is ejected under almost the same conditions. By passing through an injection nozzle with an extremely small diameter, the pressure head is converted to a velocity head, lowering the injection pressure into the ground, and at the same time, preventing excessive discharge volume and increasing the velocity head. Since the chemical solution can be injected deep into the body, localized condensation of the chemical solution can be prevented.

またこのように供給圧を高くして注入部では低
吐出で注入することにより、地盤のふくれ上りな
どが生ぜず、注入範囲をほぼ設定できて過度な薬
液注入を防止し、しかも多段位置で一斉に行なう
ことになるから一回の注入操作で上下方向に対し
ての注入範囲を大きくとることができるのであ
り、深度大にして上下に広範囲で注入作業を必要
とする場合には注入管ロツドを目的最深部まで先
に掘進させ、薬液注入操作を行なつた後、第二段
階として適宜寸法上方にロツドを引上げて再び薬
液の注入を行ない、更に必要なればもう一度所要
寸法ロツドを引上げて薬液の注入を行なう、この
操作を繰返せば上下方向にわたり広範囲の薬液注
入作業が注入管ロツド1本の掘進により、当該ロ
ツドからの注入可能な範囲で実施できることにな
り、従来の工法に比べて著しく能率向上が計れる
ようになつたのである。なお、このような操作に
際して当初の薬液注入で地盤中に閉止栓を押出し
た後は、ロツドを引上げて所要箇所で次の薬液注
入を行なうまで各液噴出片20内の液噴出孔21
内部には両薬液の供給停止後流入している両薬液
が当該噴出孔21内で混合状態になつて凝結残留
し、丁度この液噴出孔21を閉栓状態に保つてい
るので、注入管ロツド1の引上げ移動時この孔部
に土砂が進入するのを阻止する働きをなし、上方
への移動後薬液を圧送して注入動作に移行したと
き、噴出孔21に対して噴射ノズル24,24′
から噴出する高速噴流によつてこの凝結薬剤は閉
止栓同様吹き飛ばされて開口し、注入作業に支障
を来たすことはない。
In addition, by increasing the supply pressure and injecting at a low discharge at the injection part, the ground does not bulge, the injection range can be set to almost the same level, preventing excessive chemical injection, and simultaneous injection at multiple positions. Since the injection is carried out in a single injection operation, it is possible to widen the injection range in the vertical direction, and when it is necessary to increase the depth and injection work over a wide range of vertical directions, it is necessary to use an injection pipe rod. After first digging to the deepest point and injecting the chemical, the second step is to pull the rod up to an appropriate size and inject the chemical again.If necessary, pull the rod up again to the desired size and inject the chemical. By repeating this operation, a wide range of chemical injection work can be performed in the vertical direction within the range that can be injected from a single injection pipe rod, making it significantly more efficient than conventional construction methods. Improvements can now be measured. In addition, during such an operation, after the stopper is pushed out into the ground by the initial chemical injection, the liquid spout hole 21 in each liquid spouting piece 20 is closed until the rod is pulled up and the next chemical injection is performed at the required location.
After the supply of both chemical solutions is stopped, the two chemical solutions that have flowed into the injection hole 21 become mixed and condense and remain, keeping the liquid injection hole 21 in a closed state, so that the injection tube rod 1 It acts to prevent earth and sand from entering into this hole when it moves up, and when it moves upward and moves to the injection operation by force-feeding the chemical solution, the injection nozzles 24, 24'
The condensed agent is blown open like a stopper by the high-speed jet ejected from the stopper, and does not interfere with the injection operation.

而して注入管ロツドに設けられる液噴出孔の設
定ピツチは、任意に設定できるが、場合によつて
は比較的間隔を大きく設定し、薬液注入時におい
ては第2回目の薬液注入に際し、液噴出孔の設定
ピツチの例えば1/2長さロツドを引上げて行なえ
ば無理なく少数の液噴出孔を配して有効に広範囲
に薬液の注入が行なえることになり、効果的であ
る。
The pitch of the liquid ejection holes provided in the injection tube rod can be set arbitrarily, but in some cases, the intervals may be set relatively large, and when injecting the chemical liquid, the liquid ejection holes may be set at a relatively large interval. It is effective to raise the rod by, for example, 1/2 of the set pitch of the ejection holes, because it is possible to effectively inject a chemical solution over a wide range by arranging a small number of liquid ejection holes.

以上の如く本発明装置によれば1個所で注入管
ロツドを掘削進入させれば、上下方向に所要の範
囲で該ロツドの周囲の地盤を改良できることにな
るので、広範囲にわたる地盤改良に際しても注入
管ロツドの打込み個所数を減らして作業目的を完
遂でき、その結果作業性が著しく向上して経済的
に地盤改良が実施できるようになつたのである。
As described above, according to the device of the present invention, if the injection pipe rod enters the excavation at one location, the ground around the rod can be improved in the required range in the vertical direction. It was possible to accomplish the purpose of the work by reducing the number of places where the rods were driven, and as a result, work efficiency was significantly improved, making it possible to carry out ground improvement economically.

本発明装置は上記したように上下方向のみなら
ず、横方向にも掘進挿入して使用できることは謂
うまでもない。また必要に応じてロツド接続体は
中間外管と溶接して一体に連結することもでき、
このように構成しても液噴出部で故障が生じたと
きには液噴出片を取外して修理できるので、支障
はない。更にロツド先端部内に設けられる制御弁
としては上記実施例と同様の趣旨に則し、減摩液
の流通管を内管側にした場合、外管側に作用する
液圧により減摩液の切削刃部への流出口を閉じる
ように構成したピストン構造を有する弁子を組込
んだものの採用により対処できるのである。
It goes without saying that the device of the present invention can be used by being inserted not only in the vertical direction as described above, but also in the lateral direction. In addition, if necessary, the rod connecting body can be welded to the intermediate outer tube to connect them together.
Even with this configuration, if a failure occurs in the liquid ejecting section, the liquid ejecting piece can be removed and repaired, so there is no problem. Furthermore, the control valve provided inside the rod tip is similar to the above embodiment, and when the anti-friction fluid flow pipe is on the inner pipe side, the anti-friction fluid is cut by the hydraulic pressure acting on the outer pipe side. This problem can be solved by incorporating a valve having a piston structure configured to close the outlet to the blade.

なお液噴出部の構成については上記の実施例に
限定されるものではなく、例えば第6図に示す如
くロツド接続体1において外管2内側の液と内管
側の液との流路に対して、それぞれ独立した極く
小径孔を有する噴射ノズル片27,27′を取付
け、両噴射ノズル片から噴出する液が混合すると
同時に外向きに噴出するように配し、この混合部
をなす孔内に閉止栓26′を嵌挿しておくような
ことも実施できる。
The structure of the liquid jetting part is not limited to the above embodiment, and for example, as shown in FIG. Then, the injection nozzle pieces 27 and 27' each having an independent extremely small diameter hole are installed, and the liquid ejected from both injection nozzle pieces is arranged so that the liquid is mixed and simultaneously ejected outward. It is also possible to insert a stopper 26' into the hole.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明薬液注入装置の一実施例を示すも
のであつて、第1図は全体を示す図、第2図は注
入管ロツドの接続部を示す縦断面図、第3図は液
噴出部の拡大詳細図、第4図は第3図のA―A視
図、第5図は注入管ロツド先端のクラウンカツタ
ー取付け片の接続要部拡大断面図、第6図は液噴
出部の別例図、第7図は薬液注入時の噴射態様を
示す図である。 1…注入管ロツド、2…外管、3…内管、4…
穿孔用切削刃、10…ロツド接続体、11…中央
孔、12,33…内管嵌挿部、13…ねじ、14
…上下連通孔、14′…連通孔、15…装着孔、
16…ボルト孔、17…ボルト、20…液噴出
片、21…液噴出孔、24,24′…液噴射ノズ
ル、26…閉止栓、27,27′…噴射ノズル片、
30…カツター取付片、35…閉止弁、35′…
弁子、35″…通孔、36…シリンダ、37…ピ
ストン。
The drawings show one embodiment of the chemical liquid injection device of the present invention, in which Fig. 1 is a view showing the whole, Fig. 2 is a longitudinal sectional view showing the connection part of the injection pipe rod, and Fig. 3 is a liquid jetting part. Fig. 4 is an enlarged detailed view of Fig. 3, Fig. 5 is an enlarged cross-sectional view of the main connection part of the crown cutter attachment piece at the tip of the injection tube rod, Fig. 6 is a separate view of the liquid spouting part. An example diagram, FIG. 7, is a diagram showing an injection mode when liquid medicine is injected. 1... Injection tube rod, 2... Outer tube, 3... Inner tube, 4...
Cutting blade for drilling, 10...Rod connection body, 11...Central hole, 12, 33...Inner tube insertion part, 13...Screw, 14
...Upper and lower communication hole, 14'...Communication hole, 15...Mounting hole,
16... Bolt hole, 17... Bolt, 20... Liquid jet piece, 21... Liquid jet hole, 24, 24'... Liquid injection nozzle, 26... Stopper, 27, 27'... injection nozzle piece,
30...Cutter mounting piece, 35...Shutoff valve, 35'...
Valve, 35″...through hole, 36...cylinder, 37...piston.

Claims (1)

【特許請求の範囲】 1 ロツド先端に切削刃を備えた二重管型薬液注
入ロツドにおいて: ロツド先端部には、薬液注入時内管側に供給す
る液圧で外管側から切削刃部に通ずる液出口を閉
鎖するようにした制御弁を設け、 中間部のロツド接続体は、内管に対して連通す
る孔を軸心に有して嵌め合いにより、また外管と
は螺合又は溶接して連結するようにし、かつ該ロ
ツド接続体の中間連結部には内管と外管との間の
環状通路に対応して複数の上下連通孔を配設し、 斯かるロツド接続体の中間連結部の適宜位置に
は、軸心に交叉して内管側と外管側とに各各連通
する極小径の噴射ノズルを配設して薬液噴出孔に
通ずるようにした液噴出片を固設し、該液噴出片
の薬液噴出孔には、外管側噴射ノズルを閉じて、
内管側液圧が前記噴射ノズルを通じ作用すると地
盤中に放出させて薬液噴出孔を開放する閉止栓を
嵌設したことを特徴とする薬液注入装置。
[Claims] 1. In a double-tube liquid chemical injection rod equipped with a cutting blade at the tip of the rod: At the tip of the rod, when liquid is injected, liquid pressure supplied to the inner tube side is applied to the cutting blade from the outer tube side. A control valve is provided to close the liquid outlet, and the intermediate rod connecting body has a hole in the axis that communicates with the inner pipe, and is fitted with the inner pipe, and is connected to the outer pipe by screwing or welding. and a plurality of upper and lower communication holes are arranged in the intermediate connecting part of the rod connecting body corresponding to the annular passage between the inner pipe and the outer tube, and the intermediate connecting part of the rod connecting body At an appropriate position of the connecting part, a liquid ejecting piece is fixed, which has an extremely small diameter injection nozzle that intersects the axis and communicates with the inner tube side and the outer tube side, and communicates with the chemical liquid ejection hole. and close the outer tube side injection nozzle to the chemical liquid injection hole of the liquid injection piece.
A chemical liquid injection device, characterized in that a stopper is fitted therein to release the chemical liquid into the ground and open the chemical liquid ejection hole when liquid pressure on the inner pipe side acts through the injection nozzle.
JP9030680A 1980-07-01 1980-07-01 Injecting device for medical fluid Granted JPS5715717A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9030680A JPS5715717A (en) 1980-07-01 1980-07-01 Injecting device for medical fluid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9030680A JPS5715717A (en) 1980-07-01 1980-07-01 Injecting device for medical fluid

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP14329381A Division JPS57112512A (en) 1981-09-10 1981-09-10 Multi-stage concurrent injection work

Publications (2)

Publication Number Publication Date
JPS5715717A JPS5715717A (en) 1982-01-27
JPS6323326B2 true JPS6323326B2 (en) 1988-05-16

Family

ID=13994849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9030680A Granted JPS5715717A (en) 1980-07-01 1980-07-01 Injecting device for medical fluid

Country Status (1)

Country Link
JP (1) JPS5715717A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5235413A (en) * 1975-09-16 1977-03-18 Masaharu Shiyouji Method of improving poor bedrock

Also Published As

Publication number Publication date
JPS5715717A (en) 1982-01-27

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