JP2003027456A - Method and device for injecting fluid material - Google Patents

Method and device for injecting fluid material

Info

Publication number
JP2003027456A
JP2003027456A JP2001220136A JP2001220136A JP2003027456A JP 2003027456 A JP2003027456 A JP 2003027456A JP 2001220136 A JP2001220136 A JP 2001220136A JP 2001220136 A JP2001220136 A JP 2001220136A JP 2003027456 A JP2003027456 A JP 2003027456A
Authority
JP
Japan
Prior art keywords
pressure
injection
injecting
fluid material
predetermined set
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001220136A
Other languages
Japanese (ja)
Other versions
JP3731870B2 (en
Inventor
Takuji Yamamoto
本 拓 治 山
Kensuke Date
達 健 介 伊
Keisuke Hibiya
啓 介 日比谷
Hiroshi Yoshida
田 宏 吉
Masanori Kumegawa
川 政 則 粂
Kiyomi Mihashi
橋 清 巳 三
Yasunobu Oba
場 康 信 大
Shunsuke Shirai
井 俊 輔 白
Yasuhito Nakajima
島 泰 人 中
Yoshiyuki Hoshino
野 芳 行 星
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.)
NIPPON CHIKA SEKIYU BICHIKU KK
Kajima Corp
Chemical Grouting Co Ltd
Original Assignee
NIPPON CHIKA SEKIYU BICHIKU KK
Kajima Corp
Chemical Grouting Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NIPPON CHIKA SEKIYU BICHIKU KK, Kajima Corp, Chemical Grouting Co Ltd filed Critical NIPPON CHIKA SEKIYU BICHIKU KK
Priority to JP2001220136A priority Critical patent/JP3731870B2/en
Publication of JP2003027456A publication Critical patent/JP2003027456A/en
Application granted granted Critical
Publication of JP3731870B2 publication Critical patent/JP3731870B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for injecting a fluid material, which can solve a problem such that an injection rate decreases with a lapse of time due to occurrence of clogging. SOLUTION: A pressure control means (C) is connected to a pumping pipeline (3) which makes a pumping means (1) communicate with an injection means (2); a prescribed set injection pressure (P0) of the fluid material and a pressure (P1) lower than the pressure (P0) are generated in the pumping pipeline (3); and injection is carried out in such a manner that the injection pressure of the fluid material is taken as a pressure (Pn) lower than the pressure (P0) for an arbitrary duration time (t).

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、地盤改良を目的と
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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is for the purpose of chemical liquid injection work for the purpose of ground improvement, grout work for cracked rocks containing microcracks in rock, or repair and filling of cracks or narrow spaces of concrete structures. TECHNICAL FIELD The present invention relates to a method and a device for injecting a fluid material used for repair work and the like for permeating a liquid or other fluid material.

【0002】[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。
2. Description of the Related Art In the conventional general static pouring method, an appropriate pouring speed is set according to the geological conditions, the pump is not pulsated as much as possible, and the pressure is maintained at a constant pressure. The injection was performed and the injection was continuously performed until a predetermined injection amount or the injection limit was reached. In such an injection method, a large amount is injected only into a portion that is easily injected, and for example, in rock injection, it is difficult to inject into a fine crack portion, and only a large crack is injected to a distance.
Also, the filled portion is likely to be non-uniform. Further, in soil soil, split injection is likely to occur, and the permeability may be small.

【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。
Therefore, various dynamic injection methods have recently been proposed (for example, see Japanese Patent Laid-Open No. 2000-27171). These pump the injection material, superimpose a pressure of a fixed cycle on the basic pressure, and improve the injection efficiency by changing the pressure of the injection material.

【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。
However, when a pressure fluctuation of a certain period is simply added to the basic pressure as described above, the particles (the gel in the case of injecting a chemical solution, the particle in the case of cement milk, etc.) are present between the soil particles or the microcracks in the bedrock. There is a problem that clogging occurs and the injection amount decreases with the lapse of time.

【0005】[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。
SUMMARY OF THE INVENTION Therefore, the present invention provides a chemical solution injection work for ground improvement, a grout work for a cracked rock containing fine cracks in the rock, or a repair or filling of a crack or a narrow portion of a concrete structure. Injecting a fluid material that can solve the problem of clogging and decreasing the injection amount over time in the fluid material injection method used for repair work that penetrates liquids and other fluid materials for the purpose of It is intended to provide a method and apparatus.

【0006】[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、前記圧送手段と注入手段とを連通する圧送管路に圧
力制御手段を接続し、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およびその所定設定注入圧力よ
りも低い圧力を圧送管路に発生させ、流動性材料の注入
圧力を任意の継続時間で所定設定注入圧力よりも低い圧
力として注入を行う。
According to the method for injecting a fluid material of the present invention, an injecting means for injecting a fluid material such as an injecting material by an injecting means and providing it to an injecting object such as a ground or a structure. In a method of injecting a fluid material to be injected from a pressure control means, a pressure control means is connected to a pressure supply pipe line that communicates the pressure delivery means and the injection means, and the pressure control means causes a predetermined set injection pressure of the fluid material and a predetermined set injection thereof. A pressure lower than the pressure is generated in the pressure feeding pipe line, and the injection pressure of the fluid material is injected at an arbitrary duration for a time lower than the predetermined set injection pressure.

【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
クルで所定設定注入圧力よりも低い圧力として注入を行
う。
Further, according to the method for injecting a fluid material of the present invention, the fluid material is injected at an injection pressure lower than a predetermined set injection pressure in any repeating cycle.

【0008】そして、前記所定設定注入圧力よりも低い
圧力を、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より低い圧力としてい
る。
The pressure lower than the predetermined set injection pressure is lower than the resistance pressure acting on the injection material such as earth pressure or water pressure around the injection means in the injection target.

【0009】また、前記圧力制御手段にサージ圧吸収手
段を接続してサージ圧を吸収する。
A surge pressure absorbing means is connected to the pressure control means to absorb the surge pressure.

【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
と注入手段とを連通する圧送管路に圧力制御手段を接続
し、その圧力制御手段が、流動性材料の所定設定注入圧
力およびその所定設定注入圧力より低い圧力を圧送管路
に発生させて流動性材料の注入圧力を任意の継続時間で
所定設定注入圧力よりも低い圧力として注入を行うよう
制御する機能を有している。
According to the flowable material injection device of the present invention,
A fluid material injecting device for injecting a fluid material such as an injecting material by an injecting means provided for an injection target such as a ground or a structure, in which the injecting material and the injecting means are communicated with each other. The pressure control means is connected to the pipeline, and the pressure control means generates a predetermined set injection pressure of the fluid material and a pressure lower than the predetermined set injection pressure in the pumping pipeline to set the injection pressure of the fluid material to an arbitrary value. It has a function of controlling so that the injection is performed at a pressure lower than a predetermined set injection pressure in the continuous time.

【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。
As the pressure control means, a negative pressure generating means is provided, and the negative pressure generating means is used so as to transmit the negative pressure generated by the negative pressure generating means to the pressure feeding pipeline via the negative pressure transmitting means. It is preferable that the negative pressure transmitting means is connected to the negative pressure transmitting means by a pressure transmitting pipe line in which a pressure transmitting fluid is sealed.

【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
クルで所定設定注入圧力よりも低い圧力とするように制
御している。
Further, according to the fluid material injection device of the present invention, the fluid material injection pressure is controlled so as to be lower than a predetermined set injection pressure in any repeated cycle.

【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。
For the pressure control of the above-mentioned repeated cycle, it is preferable that the pressure control means is provided with a pulsation generating means such as a plunger pump to generate and control the pulsation.

【0014】そして、前記所定設定注入圧力よりも低い
圧力が、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より低い圧力である。
The pressure lower than the predetermined set injection pressure is lower than the resistance pressure acting on the injection material such as earth pressure or water pressure around the injection means in the injection target.

【0015】また、前記圧力制御手段にサージ圧吸収手
段を接続している。
Further, surge pressure absorbing means is connected to the pressure control means.

【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。
Conventionally, in a filter using gravel, sand, etc. for water purification, clogging is eliminated by passing water from the opposite direction to the filtering ability which decreases with the lapse of use time.
It is known that so-called backwashing is performed. According to the present invention, the pressure control means transmits an instantaneous negative pressure or a cyclic positive / negative repeated pressure for a predetermined time from an extremely short time to a continuous time, which is adapted to the injection target, to the pressure feeding pipeline, and the pressure feeding means injects the pressure. Is added to the basic pressure of the flowable material that is pumped toward. Therefore, with respect to the injection pressure of the fluid material from the injection means, a lower pressure than ground pressure, water pressure, etc. is generated, clogging is prevented in the same manner as the backwash, and the injection amount decreases with the passage of time. Without injection.

【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。
When a low pressure is momentarily generated with respect to ground pressure, water pressure, etc., an excessive surge pressure may be generated, which may destroy or significantly disturb the composition of the injected object or the region. For this problem, it is desirable to connect surge pressure absorbing means to the pressure transmission line, and the surge pressure is suppressed by this device.

【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。
The surge pressure absorbing means is preferably a combination of an accumulator or surge tank with a flow rate adjusting valve.

【0019】[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。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, from an injection fluid pump 1 which is a pressure feeding means to an injection means 2 (for example, a nozzle, not shown) provided for an injection target of the ground or a structure,
The injecting material conduit 3 is communicated as a pressure feeding conduit. The pressure control means C is connected to the injection material conduit 3. The pressure control means C is connected to the negative pressure generation means 5, the negative pressure transmission means 6, and one end of the negative pressure transmission means 6 from the negative pressure generation means 5, and the other end is connected to the injection material conduit 3. And the pressure transmission line 9 that is formed.

【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。
The pressure transmission line 9 is filled with a pressure transmission fluid which 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, for example, a diaphragm, the negative pressure generated by the negative pressure generating means 5 is transmitted by the incompressible fluid, and the volume change thereof 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 transmitting means 6 is
The pressure transmitting fluid and the injecting material are separated from each other, and the negative pressure generating means 5 is provided.
The type that transmits the pressure generated by the method to the injection material, such as a slidable plunger, may be used, and the type thereof is not limited.

【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。
Further, the pressure transmission pipe 9 is connected to the accumulator 7 via the flow rate adjusting valve 8 to constitute a surge pressure absorbing means 10. The surge pressure absorbing means 10 is not limited to the accumulator, but may be any means that can absorb the surge pressure, and may be, for example, a surge tank or a hydraulic cylinder, and is not limited to these examples. Further, 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 attached. Then, in order to adjust the degree of absorption of surge pressure, a means 11 for supplying a compressive fluid under pressure may be connected to the accumulator 7 or a surge tank.

【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。
The negative pressure generating means 5 is a pulsating negative pressure generating means which is composed of a plunger pump which converts a rotational force by a motor (not shown) into a reciprocating motion by a crankshaft, and which repeatedly generates periodic pulsation. In general, the plunger pump is multi-connected for the purpose of suppressing pulsation,
In the present invention, a single-acting type is preferable for giving pulsation, and discontinuity may be created by not using some of the multiple plungers. Further, it is more effective because a large pulsation waveform can be obtained by selecting one having a large stroke for the bore of the plunger pump. Further, a motor for operating 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 of the generated negative pressure and the operating time are controlled by controlling the rotation speed.

【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。
In this way, the volume change amount and the rate of change of the negative pressure generating means 5 are appropriately combined and transmitted to the negative pressure transmitting means 6 via the pressure transmitting fluid, so that the injecting material in the injecting material conduit 3 is transmitted. With respect to the initial pressure (indicated by symbol A), a cyclic high and low pressure is generated as indicated by symbol B between the pressure control means C (negative pressure transmitting means 6) and the injection means 2.

【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。
The negative pressure generating means 5 may have any structure other than the above-mentioned plunger system as long as it has a structure capable of causing a volume change, and its structure is not particularly specified. Further, the negative pressure generating means 5 and the negative pressure transmitting means 6 may be integrally formed or may be installed separately. Further, the structure may be such that the plunger of the negative pressure generating means 5 directly transmits the negative pressure to the injection material in the injection material pipe line 3.

【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」P
0、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。
With the above construction, the pressure control means C is shown in FIG.
As shown in, the “predetermined set injection pressure of the fluid material” P
In other words, 0, that is, the pressure at which the injection material or the like can penetrate into the injection target such as the ground or the structure, and the "pressure lower than the predetermined set injection pressure" P1 are generated in the injection material pipe 3. Then, as the "pressure lower than the predetermined set injection pressure" P1, a pressure lower than the resistance pressure P10 acting on the injection material of the earth pressure or water pressure around the injection means 2 in the injection target is an arbitrary duration t Time T (variable from 0 to infinity) is repeated. In addition, in the above description, "negative pressure" means
It refers to the low pressure with respect to the earth pressure and water pressure indicated by the symbol Pn in FIG.

【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。
This injection pressure P acts on the injection part either instantaneously or periodically at high or low pressure by appropriately selecting the volume change amount and the temporal volume change rate in the negative pressure generating means 5 (see FIG. 2). (Indicated by symbol p in FIG. 2), 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】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。
Further, with respect to surge pressure generated due to excessive volume change amount and change rate, accumulator 7 is provided to suppress the generation of excessive surge pressure. And
A flow rate adjusting valve 8 is provided between the negative pressure transmitting means 6 and the accumulator 7.
And the surge pressure absorbing means 10 is configured by
The adjustment of the pressure can be set arbitrarily.

【0028】[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。
The present invention is constructed as described above and produces the following effects. (1) In the chemical solution injection work performed for the purpose of ground improvement, a short or instantaneous pressure is applied to the injected chemical solution and a lower pressure than the earth pressure or water pressure acting on the injection part in the natural state is generated, It promotes the injection and improves the injection flow rate, which decreases over time. (2) In grout work for cracked rocks containing microcracks in the rock mass, a lower pressure such as ground pressure or water pressure is generated in the grout material to be injected in the same manner as in the preceding paragraph, promoting the injection and decreasing with time. Increase injection flow rate. (3) In repair work in which a liquid or other fluid material is infiltrated for the purpose of repair filling, such as cracks or narrow spaces in concrete structures, the filling material to be injected has a lower pressure than the ground pressure or water pressure as in the previous section. Generate
It promotes the injection and improves the injection flow rate, which decreases over time. (4) The problem of destroying or significantly disturbing the composition of the injected object or region due to the generation of excessive surge pressure is
This can be prevented by connecting surge pressure absorbing means to the pressure transmission line.

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

【図1】本発明の一実施形態の構成を示す図。FIG. 1 is a diagram showing a configuration of an embodiment of the present invention.

【図2】注入圧力を説明する図。FIG. 2 is a diagram illustrating an injection pressure.

【符号の説明】[Explanation of symbols]

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 1 ... Injection fluid pump 2 ... injection means 3 ... Injection material pipeline 5 ... Negative pressure generating 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

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山 本 拓 治 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 伊 達 健 介 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 日比谷 啓 介 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 吉 田 宏 東京都港区元赤坂1丁目6番4号 ケミカ ルグラウト株式会社内 (72)発明者 粂 川 政 則 東京都港区元赤坂1丁目6番4号 ケミカ ルグラウト株式会社内 (72)発明者 三 橋 清 巳 東京都港区元赤坂1丁目6番4号 ケミカ ルグラウト株式会社内 (72)発明者 大 場 康 信 東京都港区元赤坂1丁目6番4号 ケミカ ルグラウト株式会社内 (72)発明者 白 井 俊 輔 東京都港区元赤坂1丁目6番4号 ケミカ ルグラウト株式会社内 (72)発明者 中 島 泰 人 岩手県久慈市夏井町字閉伊口第8地割105 番地2号 日本地下石油備蓄株式会社久慈 事業所内 (72)発明者 星 野 芳 行 岩手県久慈市夏井町字閉伊口第8地割105 番地2号 日本地下石油備蓄株式会社久慈 事業所内 Fターム(参考) 2D040 AA06 AB01 AC01 BB03 CB03 CD03 FA00 FA08 FA09 2E176 AA01 BB11    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Takuji Yamamoto             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Kensuke Date             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Keisuke Hibiya             Kashima-ken, 1-2-7 Moto-Akasaka, Minato-ku, Tokyo             Inside the corporation (72) Inventor Hiroshi Yoshida             Chemika, 1-6-4 Moto-Akasaka, Minato-ku, Tokyo             Inside Le Grout Co., Ltd. (72) Inventor Kasukawa Masanori             Chemika, 1-6-4 Moto-Akasaka, Minato-ku, Tokyo             Inside Le Grout Co., Ltd. (72) Inventor Mihashi Kiyomi             Chemika, 1-6-4 Moto-Akasaka, Minato-ku, Tokyo             Inside Le Grout Co., Ltd. (72) Inventor Yasunobu Oba             Chemika, 1-6-4 Moto-Akasaka, Minato-ku, Tokyo             Inside Le Grout Co., Ltd. (72) Inventor Shirai Shunsuke             Chemika, 1-6-4 Moto-Akasaka, Minato-ku, Tokyo             Inside Le Grout Co., Ltd. (72) Inventor Yasuto Nakajima             Ichiguchi, Kuji, Iwate Prefecture, Closed, Ichiguchi 8th area 105             Address No. 2 Japan Underground Oil Storage Kuji Co., Ltd.             In the office (72) Inventor Yoshiyuki Hoshino             Ichiguchi, Kuji, Iwate Prefecture, Closed, Ichiguchi 8th area 105             Address No. 2 Japan Underground Oil Storage Kuji Co., Ltd.             In the office F-term (reference) 2D040 AA06 AB01 AC01 BB03 CB03                       CD03 FA00 FA08 FA09                 2E176 AA01 BB11

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 注入材などの流動性材料を圧送手段によ
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、前記圧送手段と注入手段とを連通する圧送管路に圧
力制御手段を接続し、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およびその所定設定注入圧力よ
りも低い圧力を圧送管路に発生させ、流動性材料の注入
圧力を任意の継続時間で所定設定注入圧力よりも低い圧
力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。
1. A method of injecting a fluid material such as an injectable material by an injecting means provided to an injection object such as a ground or a structure by injecting the fluid material by an injecting means, the injecting means and the injecting means. A pressure control means is connected to a pressure-feeding conduit communicating with, and a predetermined set injection pressure of the fluid material and a pressure lower than the predetermined set injection pressure are generated in the pressure control means in the pressure control means, and A method for injecting a fluid material, characterized in that the injection pressure is set to a pressure lower than a predetermined set injection pressure with an arbitrary duration.
【請求項2】 前記流動性材料の注入圧力を任意の繰り
返しサイクルで所定設定注入圧力よりも低い圧力として
注入を行う請求項1に記載の流動性材料の注入方法。
2. The method for injecting a fluid material according to claim 1, wherein the fluid material is injected at a pressure lower than a predetermined set injection pressure in an arbitrary repeating cycle.
【請求項3】 前記所定設定注入圧力よりも低い圧力
を、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より低い圧力としている請求
項1または2に記載の流動性材料の注入方法。
3. The flow according to claim 1, wherein a pressure lower than the predetermined set injection pressure is lower than a resistance pressure acting on the injection material such as ground pressure or water pressure around the injection means in the injection target. Method of injectable material.
【請求項4】 前記圧力制御手段にサージ圧吸収手段を
接続してサージ圧を吸収する請求項1、2または3のい
ずれかに記載の流動性材料の注入方法。
4. The method for injecting a fluid material according to claim 1, wherein surge pressure absorbing means is connected to the pressure control means to absorb the surge pressure.
【請求項5】 注入材などの流動性材料を圧送手段によ
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、前記圧送手段と注入手段とを連通する圧送管路に圧
力制御手段を接続し、その圧力制御手段が、流動性材料
の所定設定注入圧力およびその所定設定注入圧力より低
い圧力を圧送管路に発生させて流動性材料の注入圧力を
任意の継続時間で所定設定注入圧力よりも低い圧力とし
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。
5. A fluid material injecting device for injecting a fluid material such as an injecting material by means of an injecting means, and injecting it from an injecting means provided for an object to be infused such as a ground or a structure, wherein the injecting means and the injecting means. A pressure control means is connected to a pressure feeding pipe line communicating with the pressure control means, and the pressure control means generates a predetermined set injection pressure of the fluid material and a pressure lower than the predetermined set injection pressure in the pressure feed pipe line to generate the fluid material. An injecting device for a fluid material having a function of controlling an injecting pressure to be an injecting pressure at a pressure lower than a predetermined injecting pressure for an arbitrary duration.
【請求項6】 前記流動性材料の注入圧力を任意の繰り
返しサイクルで所定設定注入圧力よりも低い圧力とする
ように制御している請求項5に記載の流動性材料の注入
装置。
6. The fluid material injection device according to claim 5, wherein the injection pressure of the fluid material is controlled to be lower than a predetermined set injection pressure in an arbitrary repeated cycle.
【請求項7】 前記所定設定注入圧力よりも低い圧力
が、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より低い圧力である請求項5
または6に記載の流動性材料の注入装置。
7. The pressure lower than the predetermined set injection pressure is a pressure lower than a resistance pressure acting on the injection material such as ground pressure or water pressure around the injection means in the injection target.
Alternatively, the injecting device for a fluid material according to item 6.
【請求項8】 前記圧力制御手段にサージ圧吸収手段を
接続している請求項5、6または7のいずれかに記載の
流動性材料の注入装置。
8. The fluid material injection device according to claim 5, wherein surge pressure absorbing means is connected to the pressure control means.
JP2001220136A 2001-07-19 2001-07-19 Flow material injection method and apparatus Expired - Lifetime JP3731870B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100775645B1 (en) 2004-08-26 2007-11-13 손정찬 Automatic controller for grout injection, the injection system and the control method
JP2008190320A (en) * 2008-05-09 2008-08-21 Sanshin Corp Ground improvement method
JP2016108824A (en) * 2014-12-05 2016-06-20 株式会社セリタ建設 Slurry injection device
JP5948626B1 (en) * 2015-11-04 2016-07-06 強化土株式会社 Ground improvement method and ground injection device
JP6014812B1 (en) * 2015-12-28 2016-10-26 強化土株式会社 Ground improvement method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100775645B1 (en) 2004-08-26 2007-11-13 손정찬 Automatic controller for grout injection, the injection system and the control method
JP2008190320A (en) * 2008-05-09 2008-08-21 Sanshin Corp Ground improvement method
JP2016108824A (en) * 2014-12-05 2016-06-20 株式会社セリタ建設 Slurry injection device
JP5948626B1 (en) * 2015-11-04 2016-07-06 強化土株式会社 Ground improvement method and ground injection device
JP2017089132A (en) * 2015-11-04 2017-05-25 強化土株式会社 Ground improvement method and ground injection device
JP6014812B1 (en) * 2015-12-28 2016-10-26 強化土株式会社 Ground improvement method

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