JP2015059377A - Changeover device and changeover method of supply of fluid, and high pressure injection and agitation device - Google Patents

Changeover device and changeover method of supply of fluid, and high pressure injection and agitation device Download PDF

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JP2015059377A
JP2015059377A JP2013194941A JP2013194941A JP2015059377A JP 2015059377 A JP2015059377 A JP 2015059377A JP 2013194941 A JP2013194941 A JP 2013194941A JP 2013194941 A JP2013194941 A JP 2013194941A JP 2015059377 A JP2015059377 A JP 2015059377A
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fluid
switching device
opening
switching
conduit
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JP6227344B2 (en
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敏樹 石井
Toshiki Ishii
敏樹 石井
幸生 竹山
Yukio Takeyama
幸生 竹山
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Onoda Chemico Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a changeover device of supply of fluid capable of easily performing changeover of supply of fluid (for example, solidification material slurry and drilling water), and utilizing optional ground penetration high pressure injection and agitation means having two flow passages.SOLUTION: A changeover device 1 includes: a pipe conduit 2 having an opening 2a on the entrance side for inflow of fluid, an opening 2b on the outlet side for outflow of the fluid, and a fluid changeover opening 2c provided between the opening 2a on the entrance side and the opening 2b on the outlet side; and a support part 3 for supporting the pipe conduit 2 so as to be rotatable around the axis line thereof and branching part of the fluid circulating in the pipe conduit 2 to cause outflow, which has an open hole 3c for branching part of the fluid circulating in the pipe conduit 2 to cause outflow when the pipe conduit 2 is rotated to make a position of the open hole match with the fluid changeover opening 2c of the pipe conduit 2.

Description

本発明は、流体(例えば、固化材スラリーと削孔水)の供給の切替装置および切替方法、並びに、該切替装置を含む高圧噴射撹拌装置に関する。   The present invention relates to a switching device and a switching method for supplying fluid (for example, solidifying material slurry and drilling water), and a high-pressure jet stirring device including the switching device.

軟弱地盤等を高強度に改良するための地盤改良工法として、高圧噴射撹拌工法が知られている。
本発明で対象とする高圧噴射撹拌工法とは、高圧噴射撹拌装置の地盤貫入部分である地盤注入管の下端から、削孔水を噴射しつつ、地盤注入管の下端の掘削ビットによって、目標とする深さまで地盤を削孔し、次いで、地盤注入管の下端付近から側方に固化材スラリーを噴射しつつ、地盤注入管をその軸周りに回転させながら上昇させて、柱状の地盤改良体を造成する工法である。
As a ground improvement method for improving soft ground or the like with high strength, a high-pressure jet stirring method is known.
The high-pressure jet agitation method that is the subject of the present invention refers to the target by the excavation bit at the lower end of the ground injection pipe while jetting drilling water from the lower end of the ground injection pipe that is the ground penetration part of the high-pressure injection agitation device. The ground is drilled to the depth of the ground, and then the solid injection slurry is injected from the vicinity of the lower end of the ground injection pipe to the side, and the ground injection pipe is raised while rotating around its axis to obtain a columnar ground improvement body. This is a construction method.

この工法において、固化材スラリーと削孔水の供給を切り替えるための種々の方法が知られている。
例えば、特許文献1の段落0026及び図3に、削孔水Wの供給に際しては、ボール17Bを投入せず、削孔水WOを、弁座17Aを通る流路18を通して削孔水吐出孔に送り、改良液Mの供給に際しては、ボール17Bを投入することにより流路18を封止し、改良液Mをセメントミルク噴射ノズル16に送ることが記載されている。
In this construction method, various methods for switching the supply of the solidifying material slurry and the drilling water are known.
For example, in paragraph 0026 and FIG. 3 of Patent Document 1, when supplying the drilling water W, the ball 17B is not inserted, and the drilling water WO is passed through the flow path 18 passing through the valve seat 17A to the drilling water discharge hole. It is described that, when feeding and supplying the improving liquid M, the flow path 18 is sealed by introducing a ball 17B, and the improving liquid M is sent to the cement milk injection nozzle 16.

また、特許文献2の請求項1、図2、図6及び図7に、外管1および内管2からなり、外管1と内管2との間隙部分にA流路が形成されるとともに、内管2の内通路をB流路とする二重管構造の地盤改良用噴射管であって、前記噴射管の先方部分に噴射管軸と直交する方向に突出する張出管30を備えるとともに、張出管30内に管外方に出没自在とされ、かつ先端に第1噴射ノズル32を備える張出噴射内管31を収容し、さらにこの張出管取付位置から先端側の外管部分に第2噴射ノズル36を備え、内管2は噴射管頭部に設けられた内管移動手段により管軸方向に移動自在とされ、この内管移動操作の下、A流路から第1噴射ノズル32へ至る流路の開閉制御がなされるとともに、このA流路からの供給液を作動液として張出噴射内管31の出没動作が制御され、張出噴射内管31を張出管30内に収容した状態で第2噴射ノズル36のみから供給液を噴射する噴射態様(図6)と、張出噴射内管31が張出管外方に突出させた状態で第1噴射ノズル32および第2噴射ノズル36から共に供給液を噴射する噴射態様(図7)との切換えが任意に選択可能とされたことを特徴とする地盤改良用噴射管が記載されている。   Further, in claim 1, FIG. 2, FIG. 6 and FIG. 7 of Patent Document 2, an outer pipe 1 and an inner pipe 2 are formed, and an A channel is formed in a gap portion between the outer pipe 1 and the inner pipe 2. A ground improvement jet pipe having a double pipe structure in which the inner passage of the inner pipe 2 is a B flow path, and a projecting pipe 30 protruding in a direction perpendicular to the jet pipe axis is provided at the front portion of the jet pipe. In addition, an overhanging injection inner pipe 31 that can be projected and retracted outside the pipe in the overhanging pipe 30 and that has a first injection nozzle 32 at the tip is housed, and further, an outer pipe on the tip side from the overhanging tube mounting position. The portion is provided with a second injection nozzle 36, and the inner tube 2 is movable in the tube axis direction by an inner tube moving means provided at the head of the injection tube. The opening and closing control of the flow path to the injection nozzle 32 is performed, and the overhanging injection inner pipe is made with the supply liquid from this A flow path as the working liquid An ejection mode (FIG. 6) in which the supply liquid is ejected only from the second ejection nozzle 36 in a state in which the projecting operation of 1 is controlled and the overhanging inner pipe 31 is accommodated in the overhanging pipe 30, and the overhanging inner pipe It is possible to arbitrarily select the switching between the injection mode (FIG. 7) in which the supply liquid is injected from both the first injection nozzle 32 and the second injection nozzle 36 in a state in which 31 protrudes outward from the overhanging pipe. A characteristic ground improvement jet is described.

特開2005−54492号公報JP-A-2005-54492 特開平7−102549号公報Japanese Patent Laid-Open No. 7-102549

従来、高圧噴射撹拌工法において、固化材スラリーと削孔水の供給を切り替えるためには、上述のとおり、ボール17B(特許文献1)や、二重管構造を有する特殊な噴射管(特許文献2)を必要としていた。
このうち、ボール17Bを用いる方法(特許文献1)は、地盤改良体の造成毎に、ボール17Bの取り出し及び投入を行わなければならない点で、作業が煩雑であるなどの問題がある。
また、二重管構造を有する特殊な噴射管を用いる方法(特許文献2)は、噴射管の構造が複雑であるため、噴射管の製造コストが大きく、また、既存の噴射管(地盤貫入用高圧噴射撹拌手段)を利用することができないなどの問題がある。
Conventionally, in the high-pressure jet agitation method, in order to switch the supply of the solidifying material slurry and the drilling water, as described above, the ball 17B (Patent Document 1) or a special jet pipe having a double-pipe structure (Patent Document 2) ) Was needed.
Among them, the method using the ball 17B (Patent Document 1) has a problem that the work is complicated because the ball 17B must be taken out and put in each time the ground improvement body is formed.
In addition, the method using a special injection pipe having a double pipe structure (Patent Document 2) has a complicated structure of the injection pipe, so the production cost of the injection pipe is high, and the existing injection pipe (for ground penetration) There is a problem that the high-pressure jet stirring means) cannot be used.

本発明の目的は、流体(例えば、固化材スラリーと削孔水)の供給の切替を、容易に行うことができ、また、2つの流路を有する任意の地盤貫入用高圧噴射撹拌手段を利用することのできる、流体の供給の切替装置及び切替方法、並びに、該切替装置を含む高圧噴射撹拌装置を提供することである。   It is an object of the present invention to easily switch the supply of fluid (for example, solidifying material slurry and drilling water), and to use any high-pressure jet agitating means for penetrating the ground having two flow paths. It is possible to provide a fluid supply switching device and switching method, and a high-pressure jet stirring device including the switching device.

本発明者は、上記課題を解決するために鋭意検討した結果、入口側の開口部と出口側の開口部の間に、流体の供給の切替用の開口部(以下、「流体切替用開口部」ともいう。)を有する管路(第一の部材)と、該管路を回転させて該管路の流体切替用開口部と位置を合わせた場合に該管路内の流体の一部を分岐して流出させることのできる貫通孔を有する、該管路を支持するための支持部(第二の部材)を組み合わせてなる、流体の供給の切替装置によれば、流体(例えば、固化材スラリーと削孔水)の供給の切替を、容易に行うことができ、また、2つの流通路を有する任意の地盤貫入用高圧噴射撹拌手段を、改造等を行わずにそのまま利用することができることを見出し、本発明を完成した。   As a result of intensive studies to solve the above problems, the present inventor has found that an opening for fluid supply switching (hereinafter referred to as “fluid switching opening”) is provided between the opening on the inlet side and the opening on the outlet side. And a part of the fluid in the pipe line when the pipe line is rotated and aligned with the fluid switching opening of the pipe line (first member). According to the fluid supply switching device having a through hole that can be branched and allowed to flow out, and a support portion (second member) for supporting the pipe line, the fluid (for example, solidified material) The supply of slurry and drilling water can be easily switched, and any ground penetration high-pressure jet stirring means having two flow passages can be used without modification. The present invention has been completed.

すなわち、本発明は、以下の[1]〜[6]を提供するものである。
[1] 高圧噴射撹拌工法に用いるための、流体の供給の切替装置であって、流体の流入のための入口側の開口部と、流体(例えば、固化材スラリー)の流出のための出口側の開口部と、上記入口側の開口部と上記出口側の開口部の間に設けられた、流体切替用開口部を有する管路と、上記管路をその軸線周りに回転可能に支持するとともに、上記管路内を流通する流体(例えば、削孔水)の一部を分岐して流出させるための支持部であって、上記管路を回転させて、上記管路の上記流体切替用開口部と位置を合わせることによって、上記管路内を流通する流体(例えば、削孔水)の一部を分岐して流出させることのできる貫通孔を有する支持部を含むことを特徴とする流体の供給の切替装置。
[2] 上記支持部が、上記貫通孔を有しかつ上記管路の一端を含む部分を支持するための第一の支持部分と、上記貫通孔を有さずかつ上記管路の他端を含む部分を支持するための第二の支持部分を有し、上記管路が、上記支持部の第一の支持部分と第二の支持部分の間に、上記管路を回転させるための工具(例えば、スパナ)を差し入れることのできる回転操作部を有する、上記[1]に記載の切替装置。
That is, the present invention provides the following [1] to [6].
[1] A fluid supply switching device for use in a high-pressure jet agitation method, an inlet side opening for inflow of fluid, and an outlet side for outflow of fluid (eg, solidified material slurry) A fluid passage opening provided between the opening on the inlet side and the opening on the inlet side and the opening on the outlet side, and the pipe line rotatably supported about its axis. A support portion for branching out and flowing out a part of the fluid (for example, drilling water) flowing through the pipeline, the fluid switching opening of the pipeline by rotating the pipeline Including a support portion having a through-hole capable of branching out and flowing out a part of the fluid (for example, drilling water) flowing through the pipe line by aligning the position with the portion. Supply switching device.
[2] A first support part for supporting a part in which the support part has the through hole and includes one end of the pipe line, and the other end of the pipe line without the through hole. A tool for rotating the pipe line between the first support part and the second support part of the support part. For example, the switching device according to [1], further including a rotation operation unit into which a spanner) can be inserted.

[3] 上記[1]又は[2]に記載の切替装置を用いた流体の流量の制御方法であって、上記管路の回転操作部を回転させ、この回転角度の調節によって、上記管路の流体切替用開口部と上記支持部の貫通孔とが重なる面積の大きさを変化させて、上記管路から上記支持部に分岐して流入する流体の流量を制御することを特徴とする流体の流量の制御方法。
[4] 上記[1]又は[2]に記載の切替装置と、地盤貫入用高圧噴射撹拌手段を有する高圧噴射撹拌装置であって、上記地盤貫入用高圧噴射撹拌手段が、上記切替装置の上記支持部の貫通孔から流出した流体を流通させるための第一の流路と、上記切替装置の上記管路の出口側の開口部から流出した流体を流通させるための第二の流路と、上記第一の流路によって導かれた流体を吐出するための流体吐出口と、上記第二の流路によって導かれた流体を噴射または吐出するための流体噴射口を有する、高圧噴射撹拌装置。
[5] 上記[4]に記載の高圧噴射撹拌装置を用いた、流体の供給の切替方法であって、上記地盤貫入用高圧噴射撹拌手段を地盤に貫入させる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが少なくとも部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路に流体を流通させ、上記流体吐出口から流体を吐出させる工程と、上記地盤貫入用高圧噴射撹拌手段を引き上げる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが重ならないように、上記切替装置の管路の位置を調節して、上記第二の流路に流体を流通させ、上記流体噴射口から流体を噴射させる工程を含むことを特徴とする流体の供給の切替方法。
[6] 上記[4]に記載の高圧噴射撹拌装置を用いた、流体の供給方法であって、上記地盤貫入用高圧噴射撹拌手段を地盤に貫入させる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが少なくとも部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路に流体を流通させ、上記流体吐出口から流体を吐出させる工程と、上記地盤貫入用高圧噴射撹拌手段を引き上げる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路および第二の流路の各々に流体を流通させ、上記流体吐出口および上記流体噴射口から流体を噴射させる工程を含むことを特徴とする流体の供給の切替方法。
[3] A method for controlling the flow rate of fluid using the switching device according to [1] or [2], wherein the rotation operation unit of the pipeline is rotated and the rotation angle is adjusted to adjust the rotation angle. The fluid switching opening and the through hole of the support portion are changed to change the size of the area, and the flow rate of the fluid branched and flowing from the pipe to the support portion is controlled. Flow rate control method.
[4] A high-pressure jet agitating device having the switching device according to [1] or [2] and a high-pressure jet agitating means for ground penetration, wherein the high-pressure jet agitating means for ground penetration is the above-mentioned of the switching device. A first flow path for circulating the fluid flowing out from the through hole of the support portion, a second flow path for circulating the fluid flowing out from the opening on the outlet side of the conduit of the switching device, A high-pressure jet agitating device having a fluid discharge port for discharging the fluid guided by the first flow path and a fluid discharge port for discharging or discharging the fluid guided by the second flow path.
[5] A fluid supply switching method using the high-pressure jet agitating device according to [4], wherein when the ground penetrating high-pressure jet agitating means penetrates the ground, Adjusting the position of the conduit of the switching device so that the through-hole and the fluid switching opening of the conduit of the switching device at least partially overlap each other, fluid is supplied to the first channel. Circulating the fluid and discharging the fluid from the fluid discharge port, and when the ground penetration high-pressure jet stirring means is pulled up, the fluid-switching of the through-hole of the support portion of the switching device and the conduit of the switching device Adjusting the position of the conduit of the switching device so as not to overlap the opening, causing the fluid to flow through the second flow path, and ejecting the fluid from the fluid ejection port. Method for switching the supply of fluid.
[6] A fluid supply method using the high-pressure jet agitating device according to [4] above, wherein the penetration of the support portion of the switching device when the ground-penetrating high-pressure jet agitating means penetrates the ground. Adjust the position of the conduit of the switching device so that the hole and the fluid switching opening of the conduit of the switching device overlap at least partially, and allow the fluid to flow through the first flow path. The step of discharging the fluid from the fluid discharge port, and the through hole of the support portion of the switching device and the fluid switching opening portion of the conduit of the switching device when the ground penetration high-pressure jet stirring means is pulled up And the position of the conduit of the switching device is adjusted so that the fluid flows through each of the first flow path and the second flow path, and the fluid discharge port and the fluid ejection Including a step of ejecting fluid from the mouth, Method for switching the supply of fluid.

本発明の切替装置によれば、該切替装置を地上に設置して、作業者が、該切替装置の構成部分である管路をわずかに回転させる操作を行うだけで、流体(例えば、固化材スラリーと削孔水)の供給の切替を、容易に行うことができる。
また、本発明の切替装置によれば、2つの流路を有する任意の地盤貫入用高圧噴射撹拌手段(例えば、既存のもの)を、改造等を行わずにそのまま利用することができる。
さらに、本発明の切替装置によれば、例えば、本発明の切替装置の管路の出口側の開口部のみから供給されていた固化材スラリーが、流体噴射口の付近で詰まった場合に、本発明の切替装置にて流体の切替を行って、固化材スラリーを、切替装置の支持部の貫通孔を介して、流体吐出口に導いて吐出させれば、固化材スラリーの流体圧を大きく低下させることができ、地盤貫入用高圧噴射撹拌手段を流体噴射口が地上に現れるまで引き上げて、流体噴射口の付近での固化材スラリーの詰まりを解消させるための作業を行うことが可能である。
According to the switching device of the present invention, the switching device is installed on the ground, and an operator performs an operation of slightly rotating a pipe line that is a constituent part of the switching device. The supply of slurry and drilling water can be easily switched.
Moreover, according to the switching device of the present invention, any ground penetration high-pressure jet stirring means (for example, existing ones) having two flow paths can be used as they are without modification.
Furthermore, according to the switching device of the present invention, for example, when the solidified material slurry supplied only from the opening on the outlet side of the conduit of the switching device of the present invention is clogged near the fluid ejection port, When the fluid is switched by the switching device of the invention and the solidified material slurry is guided to the fluid discharge port through the through hole of the support portion of the switching device and discharged, the fluid pressure of the solidified material slurry is greatly reduced. It is possible to perform a work for removing the clogging of the solidified material slurry in the vicinity of the fluid ejection port by lifting the ground penetration high-pressure jet agitating means until the fluid ejection port appears on the ground.

管路の流体切替用開口部と支持部の貫通孔とが完全に重なった状態にある本発明の切替装置を、管路の軸線を通る面で切断した状態を示す断面図である。It is sectional drawing which shows the state which cut | disconnected the switching apparatus of this invention in the state which the opening part for fluid switching of the pipe line and the through-hole of the support part overlapped completely in the surface which passes along the axis line of a pipe line. 図1に示す状態から、管路を90度回転させて、管路の流体切替用開口部と支持部の貫通孔とが全く重ならない状態にある本発明の切替装置を、管路の軸線を通る面で切断した状態を示す断面図である。From the state shown in FIG. 1, the switching device of the present invention in which the fluid passage opening of the pipeline and the through hole of the support portion do not overlap at all is obtained by rotating the pipeline 90 degrees. It is sectional drawing which shows the state cut | disconnected by the surface which passes. 本発明の切替装置において、管路を回転させることによる、管路の流体切替用開口部と支持部の貫通孔とが重なる面積の大きさの変化を説明するための図である。It is a figure for demonstrating the change of the magnitude | size of the area where the opening part for fluid switching of a pipe line and the through-hole of a support part overlap by rotating a pipe line in the switching apparatus of this invention. 本発明の切替装置を含む高圧噴射撹拌装置の一例を模式的に示す図である。It is a figure which shows typically an example of the high pressure jet stirring apparatus containing the switching apparatus of this invention. 本発明の切替装置を含む高圧噴射撹拌装置の他の例を模式的に示す図である。It is a figure which shows typically the other example of the high pressure injection stirring apparatus containing the switching apparatus of this invention.

以下、切替の対象となる2種の流体が、固化材スラリー及び削孔水である場合について、本発明の切替装置の実施形態例を、図1〜図4を参照して説明する。ただし、本発明において、流体が1種(例えば、水)であって、この1種の流体を、分岐しない一方向のみに流通させる場合と、分岐した二方向に流通させる場合の相互間を切り替える実施形態や、切替の対象となる2種の流体が、固化材スラリー及び削孔水の組み合わせ以外のもの(例えば、固化材スラリー及びベントナイト混練水)である実施形態を採ることも可能である。
図1中、本発明の切替装置1は、高圧噴射撹拌工法において、固化材スラリーの供給と削孔水の供給を切り替えるための装置である。
ここで、高圧噴射撹拌工法とは、高圧噴射撹拌装置の地盤貫入用高圧噴射撹拌手段(地盤貫入用のロッド及びその付属物であり、以下、撹拌手段と略すことがある。)の下端から、削孔水を吐出しつつ、撹拌手段の下端の掘削ビットによって、目標とする深さまで地盤を削孔し、次いで、撹拌手段の下端付近から固化材スラリーを噴射しつつ、撹拌手段をその軸周りに回転させながら上昇させて、柱状の地盤改良体を造成する工法である。
Hereinafter, an example of an embodiment of the switching device of the present invention will be described with reference to FIGS. 1 to 4 in the case where the two types of fluids to be switched are solidified slurry and drilled water. However, in the present invention, the fluid is one kind (for example, water), and the one kind of fluid is switched between the case where the fluid is circulated only in one direction not branched and the case where the fluid is circulated in two branched directions. It is also possible to take an embodiment in which the two kinds of embodiments and the two types of fluids to be switched are other than the combination of the solidifying material slurry and the drilling water (for example, the solidifying material slurry and the bentonite kneaded water).
In FIG. 1, a switching device 1 of the present invention is a device for switching between supply of solidifying material slurry and supply of drilling water in a high-pressure jet stirring method.
Here, the high-pressure jet stirring method is a high-pressure jet stirring means for ground penetration of a high-pressure jet stirring device (a rod for ground penetration and its accessories, hereinafter sometimes abbreviated as stirring means). While discharging the drilling water, drill the ground to the target depth by the excavation bit at the lower end of the stirring means, and then spray the solidified material slurry from the vicinity of the lower end of the stirring means, It is a construction method that creates a columnar ground improvement body by raising it while rotating it.

本発明の切替装置1は、流体である固化材スラリーまたは削孔水を流通させるための管路2と、管路2をその軸線周りに回転可能に支持すると共に管路2内の流体(通常、削孔水)を分岐して流出させるための支持部3と、支持部3を載置して固定するための台(図示せず)とからなる。
管路2は、その軸線に垂直に切断した場合の内周が円形状である、全体として筒状の周壁2eからなるものであり、流体の流入のための入口側の開口部2aと、流体の流出のための出口側の開口部2bと、上記入口側の開口部と上記出口側の開口部の間に設けられた、流体切替用開口部2cと、管路2を回転させるための工具(例えば、スパナ)を差し入れて、管路2を回転させるための回転操作部2dを有する。
The switching device 1 of the present invention includes a conduit 2 for circulating a solidified material slurry or drilling water, which is a fluid, and supports the conduit 2 so as to be rotatable about its axis, and a fluid in the conduit 2 (normally , Drilling water) and a support part 3 for branching out and a stand (not shown) for mounting and fixing the support part 3.
The pipe 2 is composed of a cylindrical peripheral wall 2e as a whole having a circular inner periphery when cut perpendicularly to the axis thereof, and includes an inlet-side opening 2a for inflow of fluid, The outlet side opening 2b for the outflow of fluid, the fluid switching opening 2c provided between the inlet side opening and the outlet side opening, and a tool for rotating the pipe 2 (For example, a spanner) is inserted and the rotation operation part 2d for rotating the pipe line 2 is provided.

支持部3は、貫通孔3cを有しかつ管路2の一端を含む部分を支持するための第一の支持部分3aと、貫通孔3cを有さずかつ管路2の他端を含む部分を支持するための第二の支持部分3bとからなる。
支持部3の貫通孔3cは、管路2を回転させて、管路2の流体切替用開口部2cと位置を合わせることによって、管路2内を流通する流体(通常、削孔水)の一部を分岐して流出させることができる。図1は、流体切替用開口部2cの位置を、貫通孔3cに合わせた状態を示す。この状態において、管路2内の空間と貫通孔3c内の空間は、連通している。
管路2を例えば90度回転させて、流体切替用開口部2cの位置を、図2中の点線の円の位置に移動させた場合には、支持部3の貫通孔3cと、管路2の流体切替用開口部2cとの位置が合わず、支持部3の貫通孔3cが管路2の周壁2eによって塞がれてしまうため、管路2内の流体の一部を、支持部3の貫通孔3cを介して流出させることはできない。この場合、流体は、出口側の開口部2bのみから流出する。
図3に示すように、本発明においては、管路2の回転角度を調節することによって、管路2の流体切替用開口部2cと支持部3の貫通孔3cとが重なる面積の大きさを変化させて、管路2から支持部3の貫通孔3cに分岐して流入する流体の流量を制御することができる。図3中、(a)は、図1に対応するものであり、貫通孔3cと流体切替用開口部2cとが完全に重なった状態(全開の状態)を示し、(b)は、(a)の状態から管路2を回転させて、貫通孔3cの面積の20〜30%程度が管路2の周壁2eによって塞がれた状態を示し、(c)は、(b)の状態から管路2をさらに回転させて、貫通孔3cの面積の80〜90%程度が管路2の周壁2eによって塞がれた状態を示し、(d)は、(c)の状態から管路2をさらに回転させて、貫通孔3cが管路2の周壁2eによって完全に塞がれた状態を示す。
The support portion 3 includes a first support portion 3a for supporting a portion having the through hole 3c and including one end of the pipe line 2, and a portion having no through hole 3c and including the other end of the pipe line 2 And a second support portion 3b for supporting the.
The through-hole 3c of the support part 3 rotates the pipe line 2 and aligns the position with the fluid switching opening 2c of the pipe line 2, thereby allowing fluid (usually drilling water) to flow through the pipe line 2. A part can be branched and discharged. FIG. 1 shows a state in which the position of the fluid switching opening 2c is aligned with the through hole 3c. In this state, the space in the pipe line 2 and the space in the through hole 3c are in communication.
When the pipe line 2 is rotated, for example, 90 degrees, and the position of the fluid switching opening 2c is moved to the position of the dotted circle in FIG. 2, the through hole 3c of the support part 3 and the pipe line 2 Since the position with the fluid switching opening 2c does not match and the through hole 3c of the support 3 is blocked by the peripheral wall 2e of the pipe 2, the fluid in the pipe 2 is partially supported by the support 3 It cannot flow out through the through hole 3c. In this case, the fluid flows out only from the opening 2b on the outlet side.
As shown in FIG. 3, in the present invention, by adjusting the rotation angle of the pipe line 2, the size of the area where the fluid switching opening 2 c of the pipe line 2 and the through hole 3 c of the support part 3 overlap each other is set. By changing the flow rate, the flow rate of the fluid flowing from the pipe line 2 into the through hole 3c of the support portion 3 can be controlled. In FIG. 3, (a) corresponds to FIG. 1, and shows a state where the through hole 3c and the fluid switching opening 2c are completely overlapped (fully opened state), and (b) shows (a) ), The pipe 2 is rotated, and about 20 to 30% of the area of the through hole 3c is blocked by the peripheral wall 2e of the pipe 2, and (c) is from the state of (b). The pipe 2 is further rotated, and a state in which about 80 to 90% of the area of the through hole 3c is blocked by the peripheral wall 2e of the pipe 2 is shown. (D) shows the pipe 2 from the state (c). Is further rotated to show a state in which the through hole 3c is completely blocked by the peripheral wall 2e of the pipe line 2.

本発明において、支持部3に対する管路2の回転を円滑に行うとともに、管路2と支持部3の間の隙間から、流体が漏れ出ることのないように、管路2と支持部3の間に、Oリングやベアリング(特に、自己潤滑性軸受)を介在させることが好ましい。特に、Oリング及び自己潤滑性軸受を併用することによって、本発明の切替装置の作業性及び安全性を向上させることができる。   In the present invention, the pipeline 2 and the support portion 3 are smoothly rotated so that the fluid does not leak from the gap between the pipeline 2 and the support portion 3. It is preferable to interpose an O-ring or a bearing (particularly a self-lubricating bearing) between them. In particular, by using an O-ring and a self-lubricating bearing in combination, the workability and safety of the switching device of the present invention can be improved.

本発明の切替装置を含む高圧噴射撹拌装置は、図4に示すように、本発明の切替装置1と、地盤貫入用高圧噴射撹拌手段11と、撹拌手段11をその軸線周りに回転させるためのスイベル24と、切替装置1の支持部3の貫通孔3cから流体(通常、削孔水)を、流体吐出口14に導くための第一の流路12と、切替装置1の管路2の出口側の開口部2bから流体(固化材スラリーまたは削孔水)を流体噴射口15に導くための第二の流路13と、固化材スラリー貯留槽16と、固化材スラリー供給路18と、削孔水を貯留するための水貯留槽17と、水供給路19と、水の供給と固化材スラリーの供給を切り替えるための切替ボールバルブ26と、固化材スラリーまたは水を高圧で供給するための高圧ポンプ20と、流体供給路21と、固化材スラリーを噴射するための圧縮エアを供給するためのコンプレッサー及び圧縮エア供給路(図示せず)等を備えている。   As shown in FIG. 4, the high-pressure jet agitating device including the switching device of the present invention is configured to rotate the switching device 1 of the present invention, the high-pressure jet agitating means 11 for penetrating the ground, and the stirring means 11 around its axis. The swivel 24, the first flow path 12 for guiding fluid (usually drilled water) from the through hole 3 c of the support portion 3 of the switching device 1 to the fluid discharge port 14, and the conduit 2 of the switching device 1 A second flow path 13 for guiding fluid (solidified material slurry or drilled water) from the outlet 2b on the outlet side to the fluid injection port 15, a solidified material slurry storage tank 16, a solidified material slurry supply path 18, A water storage tank 17 for storing drilling water, a water supply path 19, a switching ball valve 26 for switching between water supply and solidification slurry supply, and for supplying solidification slurry or water at high pressure. High pressure pump 20, fluid supply path 21, And a compressor and a compressed air supply passage for supplying compressed air for spraying wood slurry (not shown) or the like.

撹拌手段11としては、従来用いられている通常の撹拌手段を用いることができる。撹拌手段11の一例としては、地盤に貫入される長尺のロッドと、該ロッドの下端に設けられた掘削ビット(図示せず)と、掘削ビットの近くに設けられた流体吐出口(削孔水吐出口)と、掘削ビットのやや上方にてロッドから水平方向に延びて形成された、流体噴射口(固化材スラリー噴射口)を有する撹拌翼(図示せず)を有するものが挙げられる。
なお、撹拌手段11としては、この例に限定されることはなく、2つの流路及び流体吐出口及び流体噴射口を有するものであれば、任意のものを用いることができる。
As the stirring means 11, a conventionally used normal stirring means can be used. As an example of the agitation means 11, a long rod penetrating into the ground, a drill bit (not shown) provided at the lower end of the rod, and a fluid discharge port (drilling hole) provided near the drill bit A water discharge port) and a stirring blade (not shown) having a fluid injection port (solidified material slurry injection port) formed in a horizontal direction from the rod slightly above the excavation bit.
The stirring means 11 is not limited to this example, and any one can be used as long as it has two flow paths, a fluid discharge port, and a fluid ejection port.

次に、固化材スラリーと削孔水の供給の切替方法の一例を、図1〜図4を参照して説明する。
撹拌手段11を地盤25に貫入させる時には、切替装置1の支持部3の貫通孔3cの位置を、切替装置1の管路2の流体の切替用の開口部2cに合うように調整する(図1、及び図3の(a)参照)。一方、固化材スラリー貯留槽16からの固化材スラリーの供給を、切替ボールバルブ26で停止した状態で、水貯留槽17から水供給路19、高圧ポンプ20及び流体供給路21を介して、切替装置1に削孔水を供給する。削孔水は、切替装置1から第一の流路12及び第二の流路13に分かれて、撹拌手段11内を圧送される。第一の流路12内の削孔水22は、スイベル24によって回転する撹拌手段11の下端の掘削ビット付近に設けられた流体吐出口14から下方に向かって吐出される。第二の流路13内の削孔水も、流体噴射口15から側方に噴射される。流体噴射口15から噴射される削孔水の水量は、例えば、切替装置1の支持部3の貫通孔3cの面積の30〜95%程度が管路2の周壁2eによって塞がれた状態となるように、回転操作部2dの回転角度を調節することによって、制御することができる。つまり、回転操作部2dの回転角度の調節によって、流体吐出口14から下方に向かって吐出される削孔水22の水量と、流体噴射口15から噴射される削孔水の水量の比率を、調節することができる。
Next, an example of a method for switching the supply of the solidifying material slurry and the drilling water will be described with reference to FIGS.
When the stirring means 11 is allowed to penetrate the ground 25, the position of the through hole 3c of the support portion 3 of the switching device 1 is adjusted so as to match the fluid switching opening 2c of the pipe line 2 of the switching device 1 (FIG. 1 and FIG. 3A). On the other hand, the supply of the solidified material slurry from the solidified material slurry storage tank 16 is switched from the water storage tank 17 through the water supply path 19, the high-pressure pump 20 and the fluid supply path 21 while being stopped by the switching ball valve 26. Drilling water is supplied to the device 1. The hole water is divided into a first flow path 12 and a second flow path 13 from the switching device 1 and is pumped through the stirring means 11. The hole water 22 in the first flow path 12 is discharged downward from a fluid discharge port 14 provided in the vicinity of the excavation bit at the lower end of the stirring means 11 rotated by the swivel 24. Drilling water in the second flow path 13 is also ejected laterally from the fluid ejection port 15. For example, the amount of drilling water ejected from the fluid ejection port 15 is such that about 30 to 95% of the area of the through hole 3c of the support portion 3 of the switching device 1 is blocked by the peripheral wall 2e of the pipe line 2. Thus, it can be controlled by adjusting the rotation angle of the rotation operation unit 2d. That is, by adjusting the rotation angle of the rotation operation unit 2d, the ratio of the amount of drilling water 22 discharged downward from the fluid discharge port 14 and the amount of drilling water jetted from the fluid injection port 15 is set as follows. Can be adjusted.

撹拌手段11の下端が、目的とする深さに達したら、水貯留槽17からの削孔水の供給を停止する。次いで、切替装置1の支持部3の貫通孔3cの位置を、切替装置1の管路2の流体切替用開口部2cに合う位置から、合わない位置(換言すると、管路2内の流通路と、支持部3の貫通孔3cとが連通しない位置;図2、及び図3の(d)を参照)に調節する。そして、水貯留槽17からの削孔水の供給を停止した状態で、切替ボールバルブ26を切り替えることによって、水貯留槽17から高圧ポンプ20への流通を停止し、かつ、固化材スラリー貯留槽16から高圧ポンプ20への流通を開放して、固化材スラリー貯留槽16から固化材スラリー供給路18、高圧ポンプ20及び流体供給路21を介して、切替装置1に固化材スラリーを供給する。固化材スラリー23は、切替装置1から第二の流路13を通って、撹拌手段11内を圧送され、地盤25を切削し、地盤改良体を造成する目的に供される。なお、圧送された固化材スラリー23は、図示しない圧縮エア供給路内の圧縮エアと共に、流体噴射口15から側方(水平方向)に向かって高圧で噴射される形態としてもよい。固化材スラリーは、撹拌手段11の回転に伴って、噴射の向きを変えるので、略円柱状の地盤改良体を形成することができる。   When the lower end of the stirring means 11 reaches the target depth, the supply of drilling water from the water storage tank 17 is stopped. Next, the position of the through hole 3c of the support portion 3 of the switching device 1 is not aligned with the position that matches the fluid switching opening 2c of the conduit 2 of the switching device 1 (in other words, the flow passage in the conduit 2). And the through-hole 3c of the support portion 3 are adjusted to a position where they do not communicate with each other (see FIG. 2 and FIG. 3D). Then, by switching the switching ball valve 26 in a state where the supply of drilling water from the water storage tank 17 is stopped, the flow from the water storage tank 17 to the high-pressure pump 20 is stopped, and the solidified material slurry storage tank The flow from 16 to the high-pressure pump 20 is released, and the solidifying material slurry is supplied from the solidifying material slurry reservoir 16 to the switching device 1 via the solidifying material slurry supply path 18, the high pressure pump 20 and the fluid supply path 21. The solidifying material slurry 23 passes through the second flow path 13 from the switching device 1 and is pumped through the stirring means 11 to cut the ground 25 and serve for the purpose of creating a ground improvement body. In addition, the solidified material slurry 23 fed by pressure may be jetted at a high pressure from the fluid jet port 15 to the side (horizontal direction) together with compressed air in a compressed air supply path (not shown). Since the solidifying material slurry changes the direction of injection as the stirring means 11 rotates, a substantially cylindrical ground improvement body can be formed.

さらに、第二の流路13内を流通する固化材スラリー23が、流体噴射口15で目詰まりを起こした場合、切替装置1の支持部3の貫通孔3cの位置を、切替装置1の管路2の流体切替用開口部2cに合わせることによって、固化材スラリーが第一の流路12に分岐して流れ、高圧状態にあった固化材スラリーの流体圧を、安全な大気圧付近に低下させることができる。この操作によって、流体噴射口15での固化材スラリーの目詰まりに起因する圧力の異常な上昇を解消することができる。この際、切替装置1の支持部3の貫通孔3cの位置と、切替装置1の管路2の流体切替用開口部2cの位置が、完全に一致した状態でなく、部分的に一致した状態(例えば、半分程度だけ連通し、残りの半分程度が閉じた状態)となるように、管路2の回転角度を調節しても、異常な圧力の上昇を解消するという目的を達成することができる。   Further, when the solidifying material slurry 23 flowing in the second flow path 13 is clogged at the fluid injection port 15, the position of the through hole 3 c of the support portion 3 of the switching device 1 is changed to the tube of the switching device 1. By matching with the fluid switching opening 2c of the path 2, the solidified material slurry branches and flows into the first flow path 12, and the fluid pressure of the solidified material slurry in a high pressure state is reduced to a safe atmospheric pressure. Can be made. By this operation, an abnormal increase in pressure due to clogging of the solidified material slurry at the fluid ejection port 15 can be eliminated. At this time, the position of the through hole 3c of the support portion 3 of the switching device 1 and the position of the fluid switching opening 2c of the pipe line 2 of the switching device 1 are not completely matched but partially matched. Even if the rotation angle of the pipe line 2 is adjusted so that it is in a state where, for example, only about half is communicated and the other half is closed, the purpose of eliminating an abnormal pressure rise can be achieved. it can.

次に、本発明の切替装置1を用いた、固化材スラリーの供給方法の一例を、図5を参照して説明する。この例は、撹拌手段の下部に、上下二段で、長尺の撹拌翼(先端に流体噴射口40を設けたもの)および短尺の撹拌翼(先端に流体吐出口39を設けたもの)を設けて、固化材スラリーを水平に噴射して、地盤改良体を造成するものである。
図5中、符号30は撹拌手段、符号31は固化材スラリー貯留槽、符号32は固化材スラリー供給路、符号33は高圧ポンプ、符号34は本発明の切替装置、符号35は第一の流路、符号36は第二の流路、符号37はスイベル、符号38は地盤、符号39は流体吐出口、符号40は流体噴射口を示す。なお、ここでの流体吐出口および流体噴射口は、2つの流体放出用開口部を区別するために便宜的に名付けたものであり、流体圧の相違を意味するものではない。
また、図5中、削孔水の供給に関わる各部については、図示を省略している。
Next, an example of a method for supplying the solidified slurry using the switching device 1 of the present invention will be described with reference to FIG. In this example, a long stirring blade (having a fluid ejection port 40 at the tip) and a short stirring blade (having a fluid discharge port 39 at the tip) are arranged in two stages at the bottom of the stirring means. It is provided and the solidified material slurry is sprayed horizontally to create a ground improvement body.
In FIG. 5, reference numeral 30 denotes a stirring means, reference numeral 31 denotes a solidified material slurry storage tank, reference numeral 32 denotes a solidified material slurry supply path, reference numeral 33 denotes a high pressure pump, reference numeral 34 denotes a switching device of the present invention, and reference numeral 35 denotes a first flow. Reference numeral 36 denotes a second flow path, 37 denotes a swivel, 38 denotes the ground, 39 denotes a fluid discharge port, and 40 denotes a fluid ejection port. Here, the fluid discharge port and the fluid ejection port are named for convenience in order to distinguish between the two fluid discharge openings, and do not mean a difference in fluid pressure.
In addition, in FIG. 5, illustration of each part related to the supply of drilling water is omitted.

撹拌手段30を地盤38に貫入させる時には、固化材スラリー貯留槽31からの固化材スラリーの供給を停止し、かつ、削孔水を削孔水供給路(図示せず)に流通させ、削孔水吐出口(図示せず)から吐出する。
撹拌手段30の下端が、目的とする深さに達したら、切替装置34の支持部の貫通孔と、切替装置34の管路の流体切替用開口部が、部分的に重なる位置になるように、切替装置34の管路の位置を調節したうえで、固化材スラリー貯留槽31から固化材スラリー供給路32等を介して切替装置34に固化材スラリーを供給する。
切替装置34に流入した固化材スラリーは、一部が第一の流路35に流出し、残部が第二の流路36に流出する。この際、切替装置34の支持部の貫通孔と、切替装置34の管路の流体切替用開口部との、部分的に重なる面積の大きさを調節することによって、第一の流路35に流出する液の量と、第二の流路36に流出する液の量の比率を、調節することができる。
When the stirring means 30 penetrates into the ground 38, the supply of the solidified material slurry from the solidified material slurry storage tank 31 is stopped, and the drilling water is circulated through a drilling water supply channel (not shown). It discharges from a water discharge port (not shown).
When the lower end of the stirring means 30 reaches the target depth, the through hole of the support portion of the switching device 34 and the fluid switching opening of the pipe line of the switching device 34 are positioned so as to partially overlap each other. Then, after adjusting the position of the pipe line of the switching device 34, the solidifying material slurry is supplied from the solidifying material slurry storage tank 31 to the switching device 34 via the solidifying material slurry supply path 32 and the like.
Part of the solidified slurry that has flowed into the switching device 34 flows out into the first flow path 35, and the remaining portion flows out into the second flow path 36. At this time, by adjusting the size of the partially overlapping area between the through hole of the support portion of the switching device 34 and the fluid switching opening of the conduit of the switching device 34, The ratio between the amount of liquid flowing out and the amount of liquid flowing out into the second flow path 36 can be adjusted.

第一の流路35内を流通して撹拌手段30内を流下した固化材スラリーは、撹拌手段30の下部に設けられている短尺の撹拌翼の先端の流体吐出口39から、水平方向に噴射される。一方、第二の流路36内を流通して撹拌手段30内を流下した固化材スラリーは、撹拌手段30の下部に設けられている長尺の撹拌翼の先端の流体噴射口40から、水平方向に噴射される。このように流体吐出口39および流体噴射口40の両方から固化材スラリーを地盤中に噴射することによって、流体噴射口40のみから固化材スラリーを噴射する場合に比べて、長尺の撹拌翼の回転軌跡内における固化材スラリーの供給量が多くなり、固化材スラリーの含有率がより均一な地盤改良体を造成することができる。   The solidified slurry that circulates in the first flow path 35 and flows down in the stirring means 30 is ejected in a horizontal direction from a fluid discharge port 39 at the tip of a short stirring blade provided in the lower part of the stirring means 30. Is done. On the other hand, the solidified slurry that has flowed through the second flow path 36 and has flowed down through the stirring means 30 is horizontally discharged from the fluid injection port 40 at the tip of the long stirring blade provided at the lower part of the stirring means 30. Jetted in the direction. In this way, by injecting the solidified material slurry into the ground from both the fluid discharge port 39 and the fluid injection port 40, compared to the case of injecting the solidification material slurry from the fluid injection port 40 alone, The supply amount of the solidifying material slurry in the rotation trajectory increases, and a ground improvement body with a more uniform content of the solidifying material slurry can be created.

1 本発明の切替装置
2 管路
2a 入口側の開口部
2b 出口側の開口部
2c 流体切替用開口部
2d 回転操作部
2e 周壁
3 支持部
3a 第一の支持部分
3b 第二の支持部分
3c 貫通孔
11 撹拌手段
12 第一の流路
13 第二の流路
14 流体吐出口
15 流体噴射口
16 固化材スラリー貯留槽
17 水貯留槽
18 固化材スラリー供給路
19 水供給路
20 高圧ポンプ
21 流体供給路
22 削孔水
23 流体(固化材スラリーまたは水)
24 スイベル
25 地盤
26 切替ボールバルブ
30 撹拌手段
31 固化材スラリー貯留槽
32 固化材スラリー供給路
33 高圧ポンプ
34 本発明の切替装置
35 第一の流路
36 第二の流路
37 スイベル
38 地盤
39 流体吐出口
40 流体噴射口
DESCRIPTION OF SYMBOLS 1 Switching apparatus of this invention 2 Pipe line 2a Inlet side opening 2b Outlet side opening 2c Fluid switching opening 2d Rotation operation part 2e Peripheral wall 3 Support part 3a First support part 3b Second support part 3c Through Hole 11 Stirring means 12 First flow path 13 Second flow path 14 Fluid discharge port 15 Fluid injection port 16 Solidified material slurry storage tank 17 Water storage tank 18 Solidified material slurry supply path 19 Water supply path 20 High pressure pump 21 Fluid supply Channel 22 Drilling water 23 Fluid (solidified material slurry or water)
24 Swivel 25 Ground 26 Switching Ball Valve 30 Stirring Means 31 Solidified Material Slurry Reservoir 32 Solidified Material Slurry Supply Channel 33 High Pressure Pump 34 Switching Device 35 of the Present Invention First Flow Channel 36 Second Flow Channel 37 Swivel 38 Ground 39 Fluid Discharge port 40 Fluid injection port

Claims (6)

高圧噴射撹拌工法に用いるための、流体の供給の切替装置であって、
流体の流入のための入口側の開口部と、流体の流出のための出口側の開口部と、上記入口側の開口部と上記出口側の開口部の間に設けられた、流体切替用開口部を有する管路と、
上記管路をその軸線周りに回転可能に支持するとともに、上記管路内を流通する流体の一部を分岐して流出させるための支持部であって、上記管路を回転させて、上記管路の上記流体切替用開口部と位置を合わせることによって、上記管路内を流通する流体の一部を分岐して流出させることのできる貫通孔を有する支持部
を含むことを特徴とする流体の供給の切替装置。
A fluid supply switching device for use in a high-pressure jet stirring method,
An opening on the inlet side for inflow of fluid, an opening on the outlet side for outflow of fluid, and a fluid switching opening provided between the opening on the inlet side and the opening on the outlet side A conduit having a section;
A supporting portion for supporting the pipe line rotatably about its axis, and for branching out a part of the fluid flowing through the pipe line so that the pipe is rotated to rotate the pipe. Including a support portion having a through hole through which a part of the fluid flowing in the pipe can be branched and discharged by being aligned with the fluid switching opening of the passage. Supply switching device.
上記支持部が、上記貫通孔を有しかつ上記管路の一端を含む部分を支持するための第一の支持部分と、上記貫通孔を有さずかつ上記管路の他端を含む部分を支持するための第二の支持部分を有し、
上記管路が、上記支持部の第一の支持部分と第二の支持部分の間に、上記管路を回転させるための工具を差し入れることのできる回転操作部を有する、請求項1に記載の切替装置。
A first support portion for supporting the portion having the through-hole and including one end of the conduit; and a portion not having the through-hole and including the other end of the conduit. A second support portion for supporting,
The said pipe line has a rotation operation part which can insert the tool for rotating the said pipe line between the 1st support part and the 2nd support part of the said support part. Switching device.
請求項1又は2に記載の切替装置を用いた流体の流量の制御方法であって、上記管路の回転操作部を回転させ、この回転角度の調節によって、上記管路の流体切替用開口部と上記支持部の貫通孔とが重なる面積の大きさを変化させて、上記管路から上記支持部に分岐して流入する流体の流量を制御することを特徴とする流体の流量の制御方法。   A fluid flow rate control method using the switching device according to claim 1 or 2, wherein a rotation operation part of the pipe line is rotated, and a fluid switching opening part of the pipe line is adjusted by adjusting the rotation angle. And controlling the flow rate of the fluid that flows from the conduit into the support portion by changing the size of the area in which the through hole of the support portion overlaps. 請求項1又は2に記載の切替装置と、地盤貫入用高圧噴射撹拌手段を有する高圧噴射撹拌装置であって、
上記地盤貫入用高圧噴射撹拌手段が、上記切替装置の上記支持部の貫通孔から流出した流体を流通させるための第一の流路と、上記切替装置の上記管路の出口側の開口部から流出した流体を流通させるための第二の流路と、上記第一の流路によって導かれた流体を吐出または噴射するための流体吐出口と、上記第二の流路によって導かれた流体を噴射または吐出するための流体噴射口を有する、高圧噴射撹拌装置。
A high-pressure jet agitating device comprising the switching device according to claim 1 or 2 and a high-pressure jet agitating means for ground penetration,
The high-pressure jet agitating means for penetration into the ground from a first flow path for circulating the fluid flowing out from the through hole of the support portion of the switching device, and an opening on the outlet side of the conduit of the switching device A second flow path for circulating the flowed fluid, a fluid discharge port for discharging or ejecting the fluid guided by the first flow path, and a fluid guided by the second flow path. A high-pressure jet agitator having a fluid jet for jetting or discharging.
請求項4に記載の高圧噴射撹拌装置を用いた、流体の供給の切替方法であって、
上記地盤貫入用高圧噴射撹拌手段を地盤に貫入させる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが少なくとも部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路に流体を流通させ、上記流体吐出口から流体を吐出させる工程と、
上記地盤貫入用高圧噴射撹拌手段を引き上げる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが重ならないように、上記切替装置の管路の位置を調節して、上記第二の流路に流体を流通させ、上記流体噴射口から流体を噴射させる工程
を含むことを特徴とする流体の供給の切替方法。
A fluid supply switching method using the high-pressure jet agitator according to claim 4,
When allowing the ground penetration high-pressure jet stirring means to penetrate the ground, the through hole of the support portion of the switching device and the fluid switching opening of the conduit of the switching device at least partially overlap. Adjusting the position of the conduit of the switching device, causing the fluid to flow through the first flow path, and discharging the fluid from the fluid discharge port;
When pulling up the high-pressure jet agitating means for penetrating the ground, the conduit of the switching device is arranged so that the through hole of the support portion of the switching device and the fluid switching opening of the conduit of the switching device do not overlap. The fluid supply switching method includes the step of adjusting the position of the fluid, causing the fluid to flow through the second flow path, and ejecting the fluid from the fluid ejection port.
請求項4に記載の高圧噴射撹拌装置を用いた、流体の供給方法であって、
上記地盤貫入用高圧噴射撹拌手段を地盤に貫入させる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが少なくとも部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路に流体を流通させ、上記流体吐出口から流体を吐出させる工程と、
上記地盤貫入用高圧噴射撹拌手段を引き上げる時に、上記切替装置の支持部の上記貫通孔と、上記切替装置の管路の上記流体切替用開口部とが部分的に重なるように、上記切替装置の管路の位置を調節して、上記第一の流路および第二の流路の各々に流体を流通させ、上記流体吐出口および上記流体噴射口から流体を噴射させる工程
を含むことを特徴とする流体の供給の切替方法。
A fluid supply method using the high-pressure jet agitator according to claim 4,
When allowing the ground penetration high-pressure jet stirring means to penetrate the ground, the through hole of the support portion of the switching device and the fluid switching opening of the conduit of the switching device at least partially overlap. Adjusting the position of the conduit of the switching device, causing the fluid to flow through the first flow path, and discharging the fluid from the fluid discharge port;
When pulling up the high-pressure jet agitating means for penetrating the ground, the through hole of the support portion of the switching device and the fluid switching opening of the conduit of the switching device partially overlap each other. Adjusting the position of the pipeline, allowing fluid to flow through each of the first flow path and the second flow path, and ejecting fluid from the fluid discharge port and the fluid ejection port, Method for switching the supply of fluid.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018127789A (en) * 2017-02-07 2018-08-16 小野田ケミコ株式会社 High pressure injection stirrer having down-the-hall hammer and high pressure injection stirring method using the same
JP2021073396A (en) * 2017-02-07 2021-05-13 小野田ケミコ株式会社 High-pressure injection agitation device with down-the-hole hammer and high-pressure injection agitation method using the same

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4828118U (en) * 1971-08-04 1973-04-05
JPS605461U (en) * 1983-06-20 1985-01-16 トヨタ自動車株式会社 Switchable rotary nozzle device
JPS60139828U (en) * 1984-02-24 1985-09-17 東都電機工業株式会社 Grout injection control device
JPH08270804A (en) * 1995-03-31 1996-10-15 Alpha Corp Bidirectional switching valve device
US5727595A (en) * 1995-01-10 1998-03-17 Eminger; Harry E. Changeover valve system having a cross drive member
JP2008133663A (en) * 2006-11-28 2008-06-12 Raito Kogyo Co Ltd Feed passage selector device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4828118U (en) * 1971-08-04 1973-04-05
JPS605461U (en) * 1983-06-20 1985-01-16 トヨタ自動車株式会社 Switchable rotary nozzle device
JPS60139828U (en) * 1984-02-24 1985-09-17 東都電機工業株式会社 Grout injection control device
US5727595A (en) * 1995-01-10 1998-03-17 Eminger; Harry E. Changeover valve system having a cross drive member
JPH08270804A (en) * 1995-03-31 1996-10-15 Alpha Corp Bidirectional switching valve device
JP2008133663A (en) * 2006-11-28 2008-06-12 Raito Kogyo Co Ltd Feed passage selector device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018127789A (en) * 2017-02-07 2018-08-16 小野田ケミコ株式会社 High pressure injection stirrer having down-the-hall hammer and high pressure injection stirring method using the same
JP2021073396A (en) * 2017-02-07 2021-05-13 小野田ケミコ株式会社 High-pressure injection agitation device with down-the-hole hammer and high-pressure injection agitation method using the same

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