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JP3731870B2 - Flow material injection method and apparatus - Google Patents
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JP3731870B2 - Flow material injection method and apparatus - Google Patents

Flow material injection method and apparatus Download PDF

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Publication number
JP3731870B2
JP3731870B2 JP2001220136A JP2001220136A JP3731870B2 JP 3731870 B2 JP3731870 B2 JP 3731870B2 JP 2001220136 A JP2001220136 A JP 2001220136A JP 2001220136 A JP2001220136 A JP 2001220136A JP 3731870 B2 JP3731870 B2 JP 3731870B2
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Prior art keywords
pressure
injection
fluid material
fluid
ground
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JP2001220136A
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JP2003027456A (en
Inventor
本 拓 治 山
達 健 介 伊
啓 介 日比谷
田 宏 吉
川 政 則 粂
橋 清 巳 三
場 康 信 大
井 俊 輔 白
島 泰 人 中
野 芳 行 星
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Kajima Corp
Chemical Grouting Co Ltd
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Kajima Corp
Chemical Grouting Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、地盤改良を目的とした薬液注入工事、岩盤中の微細亀裂を含む亀裂岩盤に対するグラウト工事、あるいはコンクリート構造物の亀裂または狭隘部に補修充填などの目的で液体その他の流動性材料を浸透させる補修工事などに用いられる流動性材料の注入方法および装置に関する。
【0002】
【従来の技術】
従来の一般的な静的な注入工法では、地質条件に応じて適切な注入速度を設定し、なるべくポンプの脈動を与えないようにして一定圧に保持し、かつ一定速度で注入を行って所定の注入量あるいは注入限界に達するまで継続して注入を行っていた。
このような注入工法では、注入されやすい部分にのみ多く注入され、例えば、岩盤注入においては、微細亀裂部分に注入され難く、大きな亀裂だけに遠方まで注入されることになる。そして、充填部分も不均一になりやすい。また、土質地盤においては、割裂注入が起こりやすく、浸透性が小さい場合がある。
【0003】
そこで、最近種々の動的な注入工法が提案されてきている(例えば、特開2000−27171号公報等参照)。これらは、注入材を圧送してその基本圧力に一定周期の圧力を重畳し、注入材の圧力変化によって注入効率の向上を図っている。
【0004】
しかし、このように単に基本圧力に一定周期の圧力変動を付加した場合には、土粒子あるいは岩盤の微細亀裂間に(薬液注入ではゲルが、またセメントミルクなどではその粒子が)目詰まりが生じ、時間経過と共に注入量が減少するという問題があった。
【0005】
【発明が解決しようとする課題】
そこで、本発明は、地盤改良を目的とした薬液注入工事、岩盤中の微細亀裂を含む亀裂岩盤に対するグラウト工事、あるいはコンクリート構造物の亀裂または狭隘部に補修充填などの目的で液体その他の流動性材料を浸透させる補修工事などで用いられる流動性材料の注入工法において、目詰まりが生じて時間経過と共に注入量が減少するという問題が解消できる流動性材料の注入方法および装置を提供することを目的としている。
【0006】
【課題を解決するための手段】
本発明の流動性材料の注入方法によれば、注入材などの流動性材料を圧送手段(1)によって圧送し、地盤や構造物などの注入対象に対して設ける注入手段(2)から注入する流動性材料の注入方法において、前記圧送手段(1)と注入手段(2)とを連通する圧送管路(3)に圧力制御手段(C)を接続し、その圧力制御手段において流動性材料の所定設定注入圧力(P0)およびその所定設定注入圧力よりも低い圧力(P1)を圧送管路(3)に発生させ、流動性材料の注入圧力を任意の継続時間(t)で注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行う。
【0007】
また、本発明の流動性材料の注入方法によれば、前記流動性材料の注入圧力を任意の繰り返しサイクルで注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行う。
【0009】
また、前記圧力制御手段(C)にサージ圧吸収手段(10)を接続してサージ圧を吸収する。
【0010】
本発明の流動性材料の注入装置によれば、注入材などの流動性材料を圧送手段(1)によって圧送し、地盤や構造物などの注入対象に対して設ける注入手段(2)から注入する流動性材料の注入装置において、前記圧送手段(1)と注入手段(2)とを連通する圧送管路(3)に圧力制御手段(C)を接続し、その圧力制御手段が、流動性材料の所定設定注入圧力(P0)およびその所定設定注入圧力より低い圧力(P1)を圧送管路(3)に発生させて流動性材料の注入圧力を任意の継続時間(t)で注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行うよう制御する機能を有している。
【0011】
なお、前記圧力制御手段としては、負圧発生手段を設け、その負圧発生手段で発生した負圧を負圧伝達手段を介して圧送管路に伝達するように負圧発生手段と前記負圧伝達手段とを圧力伝達流体を封入した圧力伝達管路で連通して構成するのが好ましい。
【0012】
また、本発明の流動性材料の注入装置によれば、前記流動性材料の注入圧力を任意の繰り返しサイクルで注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行うように制御している。
【0013】
上記繰り返しサイクルの圧力制御には、前記圧力制御手段に脈動発生手段、例えばプランジャポンプなどを設けて脈動を発生させ、制御するのが好ましい。
【0015】
また、前記圧力制御手段(C)にサージ圧吸収手段(10)を接続している。
【0016】
従来、浄水を行う砂利・砂などを用いたろ過器においては、使用時間の経過と共に低下するろ過能力を逆方向からの通水によって目詰まりの解消を図る、いわゆる逆洗が行われていることは知られている。
本発明によれば、圧力制御手段によって瞬間的な負圧あるいは注入対象に適応した極めて短時間から連続に至る所定時間の周期的な正負繰り返し圧力が圧送管路に伝達され、圧送手段から注入手段に向け圧送される流動性材料の基本圧に伝達付加される。したがって、注入手段からの流動性材料の注入圧力に対し、地圧、水圧などよりも低圧が発生し、前記逆洗と同様にして目詰まり防止がなされ、時間経過と共に注入量が減少するということなく注入が行われる。
【0017】
なお、地圧、水圧などに対して瞬間的に低圧が発生した場合には、過大なサージ圧が発生することがあり、被注入物あるいは領域の組成を破壊もしくは著しく乱す場合があり、この問題に対して圧力伝達管路にサージ圧吸収手段を接続することが望ましく、この装置によりサージ圧は抑制される。
【0018】
なお、上記サージ圧吸収手段としては、アキュムレータまたはサージタンクに流量調整弁を組み合わせたものが好ましい。
【0019】
【発明の実施の形態】
以下、図面を参照して本発明の一実施形態を説明する。
図1において、圧送手段である注入流体ポンプ1から、地盤や構造物の注入対象に対して設けられた注入手段2(例えばノズル、図示なし)へ、圧送管路として注入材管路3が連通されている。そして、その注入材管路3には、圧力制御手段Cが接続されている。
その圧力制御手段Cは、負圧発生手段5と、負圧伝達手段6と、負圧発生手段5から負圧伝達手段6の一端へ連通されて他端からは前記注入材管路3に接続されている圧力伝達管路9とで構成されている。
【0020】
その圧力伝達管路9には、非圧縮性流体でかつ運転によって相変化(例えば沸騰)を起こさない圧力伝達流体が封入されている。また、前記負圧伝達手段6の内部は、例えばダイヤフラムで隔離されており、負圧発生手段5で発生した負圧が非圧縮性流体によって伝達され、その容積変化がダイヤフラムの可撓性によって注入材管路3内の注入材に伝達されるように構成されている。
なお、上記負圧伝達手段6内のダイヤフラムは、圧力伝達流体と注入材とを隔離し、かつ負圧発生手段5で発生された圧力を注入材に伝達するもの、例えば摺動自在なプランジャなどでも良く、その形式を限定するものではない。
【0021】
さらに、圧力伝達管路9には、流量調整弁8を介装してアキュムレータ7が連通され、サージ圧吸収手段10が構成されている。
なお、サージ圧吸収手段10は、アキュムレータに限らず、サージ圧を吸収できるものであれば良く、他にも例えばサージタンク、油圧シリンダなどでも良く、これらの例に限定するものではない。また、流量調整弁8は、サージ圧を吸収する度合いの調節をすることを容易にする手段であり、必ずしも装着する必要はない。そして、サージ圧の吸収度合いを調節するために、アキュムレータ7またはサージタンクなどに圧縮性流体を加圧供給する手段11を接続しても良い。
【0022】
負圧発生手段5は、図示しないモーターによる回転力をクランク軸で往復運動に変換しているプランジャポンプで構成され、周期的な脈動を繰り返し発生する脈動負圧発生手段である。なお、プランジャポンプは、一般用途では脈動を抑える目的で多連化されるが、本発明では脈動を与えるために単動式が好ましく、多連プランジャのうちの幾つかを使用しないなどして不連続性を創出しても良い。また、プランジャポンプのボアに対してストロークの大きいものを選ぶことにより大きな脈動波形が得られるのでより有効である。
また、負圧発生手段(プランジャポンプ)5を作動するモータは交流インバータ方式が一般的で、油圧モータなどを用いても良い。そして、回転数の制御によって発生負圧の周期や運転時間が制御される。
【0023】
このようにして、負圧発生手段5の容積変化量と変化率とを適当に組み合わせ圧力伝達流体を介して負圧伝達手段6に伝えることで、注入材管路3内の注入材の初期圧力(符号Aで示す)に対し、圧力制御手段C(負圧伝達手段6)以降の注入手段2までの間に符号Bで示すように周期的な高低圧を発生させる。
【0024】
なお、負圧発生手段5は、上記のプランジャ方式以外にも容積変化を惹起し得る構造のものであればよく、その構造は特に規定しない。
また、負圧発生手段5と負圧伝達手段6とが一体で構成されても、あるいは分離可能に設置されていても良い。さらに、負圧発生手段5のプランジャが直接注入材管路3の注入材に負圧を伝達するような構造であってもよい。
【0025】
上記の構成により圧力制御手段Cは、図2に示すように、「流動性材料の所定設定注入圧力」P0、すなわち、注入材などが地盤や構造物などの注入対象に浸透していける圧力、および「その所定設定注入圧力より低い圧力」P1を注入材管路3に発生させる。
そして、「その所定設定注入圧力より低い圧力」P1としては、注入対象における注入手段2周囲の地圧や水圧の注入材に作用する抵抗圧力P10より低い圧力が、任意の継続時間tを、所定時間T(0から無限まで可変)繰り返す。
なお、これまでの説明において「負圧」とは、図2に符号Pnで示す地圧・水圧に対する低圧をいう。
【0026】
この注入圧力Pは、負圧発生手段5での容積変化量および時間的な容積変化率を適正に選ぶことで瞬間的あるい周期的な高低圧を注入部に作用し(図2に符号pで示す)、注入を促進すると共に、いわゆる目詰まりを防止し、従来時間経過に伴って減少する注入流量を改善することができる。
【0027】
また、容積変化量および変化率の過大によって発生するサージ圧に対しては、アキュムレータ7が装備され過大なサージ圧の発生が抑制される。そして、負圧伝達手段6とアキュムレータ7間には流量調整弁8が介装されてサージ圧吸収手段10が構成されており、その圧力の調整を任意に設定することができる。
【0028】
【発明の効果】
本発明は、以上のように構成されており以下に示す効果を生じる。
(1) 地盤改良の目的で行う薬液注入工事においては、注入する薬液に短時間あるいは瞬間的な圧力であってそして自然状態における注入部に作用する地圧もしくは水圧などより低い圧力を発生させ、注入を促進し、かつ時間経過と共に減少する注入流量を向上させる。
(2) 岩盤中の微細亀裂を含む亀裂性岩盤に対するグラウト工事においては、注入するグラウト材に前項同様に地圧もしくは水圧などより低い圧力を発生させ、注入を促進し、かつ時間経過と共に減少する注入流量を向上させる。
(3) コンクリート構造物の亀裂あるいは狭隘部に補修充填などの目的で液体その他の流動性を有する材料を浸透させる補修工事においては、注入する充填材に前項同様に地圧もしくは水圧などより低い圧力を発生させ、注入を促進し、かつ時間経過と共に減少する注入流量を向上させる。
(4) 過大なサージ圧の発生によって被注入物あるいは領域の組成の破壊もしくは著しく乱すという問題は、圧力伝達管路にサージ圧吸収手段を接続することで防止することができる。
【図面の簡単な説明】
【図1】本発明の一実施形態の構成を示す図。
【図2】注入圧力を説明する図。
【符号の説明】
1・・・注入流体ポンプ
2・・・注入手段
3・・・注入材管路
5・・・負圧発生手段
6・・・負圧伝達手段
7・・・アキュムレータ
8・・・流量調整弁
9・・・圧力伝達管路
10・・・サージ圧吸収手段
C・・・圧力制御手段
[0001]
BACKGROUND OF THE INVENTION
The present invention applies liquid or other fluid materials for the purpose of chemical injection for the purpose of ground improvement, grouting work for cracked rocks containing fine cracks in the rocks, or repairing and filling cracks or narrow parts of concrete structures. The present invention relates to a method and an apparatus for injecting a fluid material used for repair work to be infiltrated.
[0002]
[Prior art]
In the conventional general static injection method, an appropriate injection rate is set according to the geological conditions, the pump is kept at a constant pressure so as not to pulsate as much as possible, and the injection is performed at a constant rate. The injection was continued until the injection amount or the injection limit was reached.
In such an injection method, a large amount is injected only into a portion that is easy to be injected. For example, in rock mass injection, it is difficult to inject into a fine crack portion, and only a large crack is injected far away. And a filling part tends to become non-uniform | heterogenous. Moreover, in the soil ground, split injection tends to occur and the permeability may be small.
[0003]
Therefore, various dynamic injection methods have been proposed recently (see, for example, Japanese Patent Application Laid-Open No. 2000-27171). In these methods, an injection material is pumped and a constant period of pressure is superimposed on its basic pressure, and the injection efficiency is improved by a change in the pressure of the injection material.
[0004]
However, when pressure fluctuations of a certain period are simply added to the basic pressure in this way, clogging occurs between the soil particles or microcracks in the rock (the gel is injected when chemicals are injected, and the particles are added when cement milk is used). There was a problem that the injection amount decreased with time.
[0005]
[Problems to be solved by the invention]
Therefore, the present invention is intended to improve the ground by injecting chemicals, grouting cracked rocks containing microcracks in the rock, or repairing liquids and other fluids for the purpose of repairing and filling cracks or narrow parts of concrete structures. An object of the present invention is to provide a fluid material injection method and apparatus capable of solving the problem that clogging occurs and the amount of injection decreases with time in a fluid material injection method used in repair work for infiltrating the material. It is said.
[0006]
[Means for Solving the Problems]
According to the injection method of the fluid material of the present invention, the fluid material such as the injection material is pumped by the pumping means (1) and injected from the injection means (2) provided for the injection target such as the ground or the structure. In the flowable material injection method, a pressure control means (C) is connected to a pressure feed line (3) that communicates the pressure feed means (1) and the injection means (2), and the pressure control means is connected to the flowable material. A predetermined set injection pressure (P0) and a pressure (P1) lower than the predetermined set injection pressure are generated in the pumping line (3), and the injection pressure of the fluid material is injected into the injection target for an arbitrary duration (t). Injection is performed at a pressure (Pn) lower than the resistance pressure (P10) acting on the injection material such as ground pressure and water pressure around the means.
[0007]
Further, according to the method of injecting a fluid material of the present invention, the injection pressure of the fluid material is changed to a resistance pressure (P10) acting on an injection material such as a ground pressure or a water pressure around an injection means in an injection object in an arbitrary repetition cycle. The injection is performed at a lower pressure (Pn).
[0009]
A surge pressure absorbing means (10) is connected to the pressure control means (C) to absorb the surge pressure.
[0010]
According to the fluid material injection device of the present invention, fluid material such as an injection material is pumped by the pumping means (1) and injected from the injection means (2) provided for the injection target such as the ground or a structure. In the flowable material injection apparatus, a pressure control means (C) is connected to a pressure feed line (3) communicating the pressure feed means (1) and the injection means (2), and the pressure control means comprises a flowable material. A predetermined set injection pressure (P0) and a pressure (P1) lower than the predetermined set injection pressure are generated in the pumping line (3), and the injection pressure of the fluid material is injected into the injection target for an arbitrary duration (t). It has a function to control injection so that the pressure (Pn) is lower than the resistance pressure (P10) acting on the injection material such as the earth pressure and water pressure around the means.
[0011]
The pressure control means includes a negative pressure generating means, and the negative pressure generating means and the negative pressure so as to transmit the negative pressure generated by the negative pressure generating means to the pressure feed line via the negative pressure transmitting means. The transmission means is preferably configured to communicate with a pressure transmission line in which a pressure transmission fluid is sealed.
[0012]
Further, according to the fluid material injection device of the present invention, the injection pressure of the fluid material is set to a resistance pressure (P10) that acts on the injection material such as the earth pressure and water pressure around the injection means in the injection target in an arbitrary repetition cycle. The injection is controlled to be performed at a lower pressure (Pn).
[0013]
For the pressure control of the repetitive cycle, it is preferable to control the pressure control means by providing a pulsation generating means such as a plunger pump to generate the pulsation.
[0015]
A surge pressure absorbing means (10) is connected to the pressure control means (C).
[0016]
Conventionally, in filters using gravel and sand for water purification, so-called backwashing has been carried out in order to eliminate clogging by passing water from the reverse direction through the filtration capacity that decreases with the passage of time of use. Is known.
According to the present invention, a momentary negative pressure or a cyclic positive / negative repetitive pressure of a predetermined time from an extremely short time to a continuous time adapted to the injection target is transmitted to the pressure feed line by the pressure control means, and the pressure feed means sends the injection means. It is added to the basic pressure of the flowable material that is pumped toward. Therefore, a lower pressure than the ground pressure, water pressure, etc. is generated with respect to the injection pressure of the fluid material from the injection means, and clogging is prevented in the same manner as the backwashing, and the injection amount decreases with time. Injection is done without.
[0017]
In addition, when a low pressure instantaneously occurs with respect to the ground pressure, water pressure, etc., an excessive surge pressure may be generated, which may destroy or significantly disturb the composition of the injection target or the region. On the other hand, it is desirable to connect a surge pressure absorbing means to the pressure transmission line, and this apparatus suppresses the surge pressure.
[0018]
The surge pressure absorbing means is preferably an accumulator or a surge tank combined with a flow rate adjusting valve.
[0019]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
In FIG. 1, an injection material pipe 3 communicates as a pumping pipe line from an injection fluid pump 1 which is a pumping means to an injection means 2 (for example, a nozzle, not shown) provided for an injection target of the ground or a structure. Has been. And the pressure control means C is connected to the injection material pipe line 3.
The pressure control means C is connected to the negative pressure generating means 5, the negative pressure transmitting means 6, and the negative pressure generating means 5 to one end of the negative pressure transmitting means 6 and is connected to the injection material pipe 3 from the other end. It is comprised with the pressure transmission line 9 currently made.
[0020]
The pressure transmission line 9 is filled with a pressure transmission fluid that is an incompressible fluid and does not cause a phase change (for example, boiling) during operation. Further, the inside of the negative pressure transmitting means 6 is isolated by a diaphragm, for example, and the negative pressure generated by the negative pressure generating means 5 is transmitted by an incompressible fluid, and the volume change is injected by the flexibility of the diaphragm. It is configured to be transmitted to the injection material in the material pipe line 3.
The diaphragm in the negative pressure transmission means 6 isolates the pressure transmission fluid from the injection material and transmits the pressure generated by the negative pressure generation means 5 to the injection material, such as a slidable plunger. But it doesn't limit the format.
[0021]
Further, an accumulator 7 is communicated with the pressure transmission line 9 via a flow rate adjusting valve 8 to constitute a surge pressure absorbing means 10.
The surge pressure absorbing means 10 is not limited to an accumulator, and may be anything that can absorb surge pressure, and may be a surge tank, a hydraulic cylinder, or the like, and is not limited to these examples. The flow rate adjusting valve 8 is a means for facilitating the adjustment of the degree of absorbing the surge pressure, and is not necessarily required to be mounted. In order to adjust the degree of absorption of surge pressure, means 11 for supplying a compressive fluid under pressure to the accumulator 7 or a surge tank may be connected.
[0022]
The negative pressure generating means 5 is a pulsating negative pressure generating means that is composed of a plunger pump that converts a rotational force of a motor (not shown) into a reciprocating motion by a crankshaft, and repeatedly generates periodic pulsations. In general applications, the plunger pump is multi-connected for the purpose of suppressing pulsation. However, in the present invention, a single-acting type is preferable for giving pulsation, and it is not possible to use some of the multiple plungers. You may create continuity. Further, it is more effective because a large pulsation waveform can be obtained by selecting a plunger pump having a larger stroke than the bore of the plunger pump.
The motor that operates the negative pressure generating means (plunger pump) 5 is generally an AC inverter system, and a hydraulic motor or the like may be used. Then, the cycle and operating time of the generated negative pressure are controlled by controlling the rotational speed.
[0023]
In this way, the initial pressure of the injection material in the injection material pipe 3 is transmitted to the negative pressure transmission means 6 through the pressure transmission fluid by appropriately combining the volume change amount and the change rate of the negative pressure generation means 5. In contrast to (indicated by reference numeral A), periodic high and low pressures are generated as indicated by reference numeral B between the pressure control means C (negative pressure transmission means 6) and the injection means 2 thereafter.
[0024]
The negative pressure generating means 5 may be of any structure that can cause a volume change other than the above plunger system, and the structure is not particularly defined.
Further, the negative pressure generating means 5 and the negative pressure transmitting means 6 may be configured integrally or may be installed so as to be separable. Furthermore, a structure in which the plunger of the negative pressure generating means 5 directly transmits the negative pressure to the injection material in the injection material pipe 3 may be adopted.
[0025]
With the above configuration, the pressure control means C, as shown in FIG. 2, is a “predetermined set injection pressure of fluid material” P0, that is, a pressure at which an injection material or the like can permeate an injection target such as the ground or a structure, And “pressure lower than the predetermined set injection pressure” P <b> 1 is generated in the injection material pipe 3.
And, as “pressure lower than the predetermined injection pressure” P1, the pressure lower than the resistance pressure P10 acting on the injection material of the injection means 2 around the injection means 2 in the injection target is set to an arbitrary duration t. Repeat time T (variable from 0 to infinity).
In the above description, “negative pressure” refers to a low pressure with respect to the ground pressure / water pressure indicated by the symbol Pn in FIG.
[0026]
As the injection pressure P, a momentary or periodic high / low pressure is applied to the injection portion by appropriately selecting the volume change amount and the temporal volume change rate in the negative pressure generating means 5 (see p in FIG. 2). In addition, the injection can be promoted, so-called clogging can be prevented, and the injection flow rate that decreases with the passage of time can be improved.
[0027]
Further, an accumulator 7 is provided for the surge pressure generated due to the excessive volume change amount and change rate, and the generation of an excessive surge pressure is suppressed. A flow rate adjusting valve 8 is interposed between the negative pressure transmitting means 6 and the accumulator 7 to constitute a surge pressure absorbing means 10, and the pressure adjustment can be arbitrarily set.
[0028]
【The invention's effect】
This invention is comprised as mentioned above and produces the effect shown below.
(1) In the chemical injection work to improve the ground, a short or instantaneous pressure is applied to the chemical to be injected and a pressure lower than the ground pressure or water pressure acting on the injection part in the natural state is generated. Improves infusion flow that promotes infusion and decreases over time.
(2) In the grouting work for cracked rocks including microcracks in the rock, a lower pressure such as ground pressure or water pressure is generated in the grouting material to be injected as in the previous section, and the injection is promoted and decreases with time. Increase injection flow rate.
(3) In repair work where liquids or other fluid materials are infiltrated into cracks or narrow areas of concrete structures for the purpose of repair filling, etc., a lower pressure than ground pressure or water pressure is applied to the filler to be injected as in the previous section. To promote injection and improve the injection flow rate that decreases with time.
(4) The problem of destruction or significant disturbance of the composition of the injection target or the region due to generation of excessive surge pressure can be prevented by connecting surge pressure absorbing means to the pressure transmission line.
[Brief description of the drawings]
FIG. 1 is a diagram showing a configuration of an embodiment of the present invention.
FIG. 2 is a view for explaining injection pressure.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Injection fluid pump 2 ... Injection means 3 ... Injection material pipe line 5 ... Negative pressure generation means 6 ... Negative pressure transmission means 7 ... Accumulator 8 ... Flow control valve 9 ... Pressure transmission line 10 ... Surge pressure absorbing means C ... Pressure control means

Claims (6)

注入材などの流動性材料を圧送手段(1)によって圧送し、地盤や構造物などの注入対象に対して設ける注入手段(2)から注入する流動性材料の注入方法において、前記圧送手段(1)と注入手段(2)とを連通する圧送管路(3)に圧力制御手段(C)を接続し、その圧力制御手段において流動性材料の所定設定注入圧力(P0)およびその所定設定注入圧力よりも低い圧力(P1)を圧送管路(3)に発生させ、流動性材料の注入圧力を任意の継続時間(t)で注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行うことを特徴とする流動性材料の注入方法。  In the method of injecting a fluid material, such as an injection material, which is pumped by a pumping means (1) and injected from an injection means (2) provided for an injection target such as a ground or a structure, the pumping means (1 ) And the injection means (2) are connected to the pressure feed line (3), the pressure control means (C) is connected, and the pressure control means uses the predetermined set injection pressure (P0) of the fluid material and the predetermined set injection pressure. Lower pressure (P1) is generated in the pumping line (3), and the injection pressure of the flowable material acts on the injection material such as the earth pressure and water pressure around the injection means in the injection target for an arbitrary duration (t). An injection method for a flowable material, wherein injection is performed at a pressure (Pn) lower than the resistance pressure (P10). 前記流動性材料の注入圧力を任意の繰り返しサイクルで注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10より低い圧力(Pn)として注入を行う請求項1に記載の流動性材料の注入方法。The injection is performed by setting the injection pressure of the fluid material as a pressure (Pn) lower than a resistance pressure (P10 ) acting on the injection material such as a ground pressure and a water pressure around the injection means in the injection target in an arbitrary repetition cycle. A method for injecting the fluid material as described. 前記圧力制御手段(C)にサージ圧吸収手段(10)を接続してサージ圧を吸収する請求項1または2に記載の流動性材料の注入方法。  The method for injecting a fluid material according to claim 1 or 2, wherein a surge pressure absorbing means (10) is connected to the pressure control means (C) to absorb the surge pressure. 注入材などの流動性材料を圧送手段(1)によって圧送し、地盤や構造物などの注入対象に対して設ける注入手段(2)から注入する流動性材料の注入装置において、前記圧送手段(1)と注入手段(2)とを連通する圧送管路(3)に圧力制御手段(C)を接続し、その圧力制御手段が、流動性材料の所定設定注入圧力(P0)およびその所定設定注入圧力より低い圧力(P1)を圧送管路(3)に発生させて流動性材料の注入圧力を任意の継続時間(t)で注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行うよう制御する機能を有していることを特徴とする流動性材料の注入装置。  In the flowable material injection apparatus, a flowable material such as an injection material is pumped by a pumping means (1) and injected from an injection means (2) provided for an injection target such as a ground or a structure. ) And the injection means (2) are connected to the pressure feed line (3), and the pressure control means (C) is connected to the predetermined setting injection pressure (P0) of the fluid material and the predetermined setting injection. A pressure (P1) lower than the pressure is generated in the pumping line (3), and the injection pressure of the flowable material acts on the injection material such as the earth pressure and water pressure around the injection means in the injection target for an arbitrary duration (t). An apparatus for injecting a fluid material, which has a function of controlling to inject as a pressure (Pn) lower than a resistance pressure (P10). 前記流動性材料の注入圧力を任意の繰り返しサイクルで注入対象における注入手段周囲の地圧や水圧などの注入材に作用する抵抗圧力(P10)より低い圧力(Pn)として注入を行うように制御している請求項4に記載の流動性材料の注入装置。  The injection pressure of the fluid material is controlled to be injected at an arbitrary repetition cycle as a pressure (Pn) lower than a resistance pressure (P10) acting on the injection material such as a ground pressure and a water pressure around the injection means in the injection target. The fluid material injection device according to claim 4. 前記圧力制御手段(C)にサージ圧吸収手段(10)を接続している請求項4または5に記載の流動性材料の注入装置。  The fluid material injection device according to claim 4 or 5, wherein a surge pressure absorbing means (10) is connected to the pressure control means (C).
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