JPS61261514A - Chemical grout injector - Google Patents

Chemical grout injector

Info

Publication number
JPS61261514A
JPS61261514A JP9967185A JP9967185A JPS61261514A JP S61261514 A JPS61261514 A JP S61261514A JP 9967185 A JP9967185 A JP 9967185A JP 9967185 A JP9967185 A JP 9967185A JP S61261514 A JPS61261514 A JP S61261514A
Authority
JP
Japan
Prior art keywords
carbon dioxide
dioxide gas
pipe
pressure
ground
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
JP9967185A
Other languages
Japanese (ja)
Other versions
JPH0474485B2 (en
Inventor
Tsukasa Oe
大江 士
Hisashi Suematsu
末松 寿
Shunsuke Shimada
俊介 島田
Takeshi Sato
武 佐藤
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.)
SANSHIN KENSETSU KOGYO KK
Kyokado Engineering Co Ltd
Resonac Gas Products Corp
Original Assignee
SANSHIN KENSETSU KOGYO KK
Kyokado Engineering Co Ltd
Showa Tansan 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 SANSHIN KENSETSU KOGYO KK, Kyokado Engineering Co Ltd, Showa Tansan Co Ltd filed Critical SANSHIN KENSETSU KOGYO KK
Priority to JP9967185A priority Critical patent/JPS61261514A/en
Publication of JPS61261514A publication Critical patent/JPS61261514A/en
Publication of JPH0474485B2 publication Critical patent/JPH0474485B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To inject a chemical grout into the ground by joinint it with CO2 gas at a fixed ratio by a method in which a grout-feeding pipe through which a grout is injected into the ground and a CO2 high-pressure container are provided, and a CO2 blow-out nozzle is provided to a CO2 pressure-feeding pipe. CONSTITUTION:A storage tank 1 for aqueous water glass solution as a grout, an injection pump 2, and a flow meter 3 are provided for a chemical grout injector. A water glass aqueous solution is sent under pressures through the flow meter 3 from a pipe 4 into the injection pipe 6. A pipe 8 is connected to the mouth piece of a high-pressure CO2 gas container 7, and the end of the pipe 8 is connected to the pipe 6. A reducing valve 9 is provided in the pipe 8, and a CO2 gas-blow-out nozzle 10 with a nozzle port 10b at the central part of a disc 10a is provided amount of CO2 gas to be blown out corresponding to the ground pressure can thus be obtained simply, and chemical grout can also be easily injected at low cost.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、主として水ガラス系固結薬液と炭酸ガスを
軟弱地盤または漏水地盤等の地盤に合流注入して地盤の
固結または上水を図る薬液注入装置に関する。
[Detailed Description of the Invention] Industrial Application Field This invention mainly relates to a chemical solution for consolidating the ground or water supply by jointly injecting a water glass-based solidification chemical solution and carbon dioxide gas into the ground such as soft ground or leaky ground. Relating to an injection device.

従来の技術 従来、水ガラス(ケイ酸ナトリウム)水溶液と炭酸ガス
を硬化剤とする薬液を軟弱または漏水地盤中に注入して
地盤の固結または止水を図る薬液注入固結工法が採用さ
れている。
Conventional technology Conventionally, a chemical injection consolidation method has been adopted in which a chemical solution containing a water glass (sodium silicate) solution and carbon dioxide gas as hardening agents is injected into soft or leaking ground to solidify the ground or stop water. There is.

水ガラス水溶液と炭酸ガスを合流させて上記地盤に注入
するに当り、水ガラス水溶液に対して混合すべき炭酸ガ
スを絶対量でほぼ一定割合で注入しなはれは均一な水ガ
ラスの固結体が形成されない。その理由については、地
盤内の圧力が変化すると、圧入される炭酸ガス量は大幅
に変動し、水ガラスとの比率が一定しなくなり、水ガラ
スと炭酸ガスの反応によって生成する膠質状物にムラを
生じ、均一な固結体が得られないことが指摘されている
When combining the water glass aqueous solution and carbon dioxide gas and injecting the mixture into the ground, the absolute amount of carbon dioxide gas to be mixed with the water glass aqueous solution must be injected at a nearly constant ratio to solidify the water glass uniformly. No body is formed. The reason for this is that when the pressure in the ground changes, the amount of carbon dioxide gas injected changes significantly, the ratio with water glass becomes inconsistent, and the colloid-like material produced by the reaction between water glass and carbon dioxide becomes uneven. It has been pointed out that this occurs and a uniform solidified body cannot be obtained.

上記のような問題の解決策の一環として、特公昭59−
42769号公報に見られる薬液注入装置が提案される
に至った。この提案された装置は、「地盤中に挿入され
た注入管と、前記注入管内に連結された水ガラス貯槽と
、前記注入管内に連結された炭酸ガス貯槽とを備えた薬
液注入装置において、前記炭酸ガス貯槽と前記注入管と
の間に圧力変動感知装置を設けたことを特徴とし、 前記圧力変動感知装置は前記注入管と前記炭酸ガス貯槽
の間に下流へ向って順次自動流量調節弁と、差圧伝送器
および開閉演算器を経て流量指示調節器に連絡された流
量計と、グラフィック演算器を経て同じく゛前記流量指
示調節器に連絡された圧力伝送器とが連絡されてなり、
前記両波算器の演算結果に基づき前記流量指示調節計が
前記自動流量調節弁を作動させることによって炭酸ガス
の絶対流量を制御し、水ガラス水溶液と炭酸ガスの絶対
流量を一定比率で合流して注入する」ことにある。
As part of the solution to the above problems,
A chemical liquid injection device as seen in Japanese Patent No. 42769 has been proposed. This proposed device is a chemical liquid injection device comprising an injection pipe inserted into the ground, a water glass storage tank connected to the injection pipe, and a carbon dioxide gas storage tank connected to the injection pipe. A pressure fluctuation sensing device is provided between the carbon dioxide gas storage tank and the injection pipe, and the pressure fluctuation sensing device includes an automatic flow rate control valve and an automatic flow rate control valve in order downstream between the injection pipe and the carbon dioxide storage tank. , a flow meter connected to the flow rate indicating regulator via a differential pressure transmitter and a switching calculator, and a pressure transmitter also connected to the flow rate indicating regulator via a graphic computing unit,
Based on the calculation results of both wave counters, the flow rate indicator controller operates the automatic flow rate control valve to control the absolute flow rate of carbon dioxide gas, and the absolute flow rates of the water glass aqueous solution and carbon dioxide gas are combined at a constant ratio. The method is to inject.

発明が解決しようとする問題点 ところで、このような従来の薬液注入装置においては、
炭酸ガス貯槽と注入管との間に圧力変動感知装置を設け
ることによって、地盤圧(kg/ryal)の変動にか
かわらず水ガラス水溶液と炭酸ガスの絶対流量を一定比
率で合流させて地盤中に注入することを可能とする利益
をもたらすことができる。しかしながら、実践の場にお
いては、地盤圧の変動を感知し、加圧炭酸ガス量を地盤
圧忙対応させて圧送するための制御システムが複雑化さ
れるために、制御システムの設備費が嵩み、かつ各制御
要素の性能チェック及び管理、維持に細心の運転管理を
必要とする実用上の問題がある。
Problems to be Solved by the Invention By the way, in such a conventional chemical injection device,
By installing a pressure fluctuation sensing device between the carbon dioxide gas storage tank and the injection pipe, the absolute flow rate of water glass solution and carbon dioxide gas are combined at a constant ratio regardless of fluctuations in ground pressure (kg/ryal), and the water glass solution and carbon dioxide gas are combined into the ground. It can bring benefits that allow injection. However, in practice, the control system that senses changes in ground pressure and pumps the amount of pressurized carbon dioxide in response to the ground pressure is complicated, resulting in increased equipment costs for the control system. , and there is a practical problem that requires careful operation management to check, manage, and maintain the performance of each control element.

したがって、加圧炭酸ガスの絶対流量の制御を簡素化し
、地盤圧の許容範囲内で水ガラス水溶液に対する炭酸ガ
ス量を一定比率で合流させて地盤中に注入しなければな
らない。
Therefore, it is necessary to simplify the control of the absolute flow rate of the pressurized carbon dioxide gas and inject the mixture into the ground by combining the amount of carbon dioxide gas with respect to the water glass aqueous solution at a constant ratio within the permissible range of the ground pressure.

問題点を解決するための手段 この発明は前記問題点を解決するものであって、以下に
その内容を実施例に対応する第1図を用いて説明する。
Means for Solving the Problems This invention solves the above problems, and the details thereof will be explained below using FIG. 1 corresponding to an embodiment.

第1図はこの発明の基本概念を示す図である。FIG. 1 is a diagram showing the basic concept of this invention.

図において、1は注入材としての水ガラス水溶液貯槽、
2は注入ポンプ、3は流量計であって、水ガラス水溶液
は、注入ポンプによって定められた流量で吐液されて流
量計を通して配管4により地盤5中に挿入される注入管
6内に圧入させる。以上は前記従来の薬液注入装置の水
ガラス注入系路と同様である。ここで水ガラス水溶液貯
槽1から注入管6を含む管路を注入材送液管路という。
In the figure, 1 is a water glass aqueous solution storage tank as an injection material;
2 is an injection pump, 3 is a flow meter, and the water glass solution is discharged at a predetermined flow rate by the injection pump, and is forced through the flow meter into an injection pipe 6 inserted into the ground 5 through a pipe 4. . The above is the same as the water glass injection system of the conventional chemical liquid injection device. Here, the pipe line including the injection pipe 6 from the water glass aqueous solution storage tank 1 is referred to as the injection material feeding pipe line.

この発明においては、炭酸ガス高圧容器70ロ金に配管
8が接続され、この配管の末端部は前記注入管6に連結
される。前記配管8の管路上に減圧弁9と、円板10a
の中心部にノズル孔10bを穿った炭酸ガス吹出ノズル
10が設けられて薬液注入装置が構成される。
In this invention, a pipe 8 is connected to the carbon dioxide gas high-pressure container 70, and the end of this pipe is connected to the injection pipe 6. A pressure reducing valve 9 and a disc 10a are provided on the pipe 8.
A chemical liquid injection device is constructed by providing a carbon dioxide gas blowing nozzle 10 with a nozzle hole 10b in the center thereof.

上記配管8には、ノズル孔径を異にしたそのノズル10
を取り換え可能に取付けるように設けておく。また、ノ
ズル孔径を異にした炭酸ガス吹出ノズル10を数個並列
に、炭酸ガス圧送配管8に並設し、それぞれのノズル1
0を切換可能に設けておいてもよい。
The piping 8 has nozzles 10 with different nozzle hole diameters.
be installed so that they can be replaced. In addition, several carbon dioxide gas blowing nozzles 10 with different nozzle hole diameters are arranged in parallel in the carbon dioxide gas pressure feeding pipe 8, and each nozzle 1
0 may be provided so as to be switchable.

作用 次に作用を第2図および第3図の実験結果を図表化した
図に基づいて説明する。
Effect Next, the effect will be explained based on the diagrams of FIGS. 2 and 3, which are graphs of experimental results.

第2図は、円板(板厚3朋)の中心部に0.8朋のノズ
ル孔径を穿ち、炭酸ガス圧(35,30゜25kg/c
I )と炭酸ガス吹出量との関係を示す図であり、設定
炭酸ガス圧において炭酸ガス吹出量(g/min )は
、ある範囲内で一定の流量となり、ある限界点で炭酸ガ
ス吹出量は漸次減少して行くことが判る。したがって、
地盤圧に対応する炭酸ガス吹出量は、炭酸ガス圧をかえ
ることによって制御することができる。
Figure 2 shows a nozzle hole with a diameter of 0.8 mm drilled in the center of a disk (plate thickness 3 mm), and carbon dioxide gas pressure (35,30°25 kg/c).
This is a diagram showing the relationship between carbon dioxide gas blowout amount (g/min) and carbon dioxide gas blowout amount at a set carbon dioxide gas pressure, and the carbon dioxide gas blowout amount (g/min) becomes a constant flow rate within a certain range, and at a certain limit point, the carbon dioxide gas blowout amount decreases. It can be seen that it gradually decreases. therefore,
The amount of carbon dioxide gas blown out corresponding to the ground pressure can be controlled by changing the carbon dioxide pressure.

炭酸ガス圧は減圧弁によって任意に変えることができる
Carbon dioxide pressure can be changed arbitrarily using a pressure reducing valve.

第3図は、炭酸ガス圧を一定(35k、e/c7/l)
にしてノズル孔径を異にした場合の炭酸ガス吹出量との
関係を示す図であって、ノズル孔径を異にした炭酸ガス
吹出ノズルを数個組合せることによって、地盤圧に対応
する′炭酸ガス吹出量を任意に制御することが可能とな
る0 図中の1線は、ノズル孔径l Imのノズル2個(ノズ
ル1個の炭酸ガス吹出量450g/m1n)とノズル孔
径0.4朋のノズル(吹出量100g/m1n)1個を
同時に使用した場合の炭酸ガス吹出量を示す。
Figure 3 shows a constant carbon dioxide pressure (35k, e/c7/l)
This is a diagram showing the relationship between carbon dioxide gas blowout amount when the nozzle hole diameter is different, and by combining several carbon dioxide gas blowout nozzles with different nozzle hole diameters, the amount of carbon dioxide gas corresponding to the ground pressure can be increased. The line 1 in the figure shows two nozzles with nozzle hole diameter l Im (carbon dioxide gas blowout amount of one nozzle 450 g/m1n) and a nozzle with nozzle hole diameter 0.4 mm. (Blowout amount: 100 g/m1n) The amount of carbon dioxide gas blown out is shown when one piece is used at the same time.

また、同図から炭酸ガス圧を一定にした場合には、ノズ
ル孔径を異にした炭酸ガス吹出ノズルを地盤圧に対応さ
せて取換えて使用することもできる。
Further, as shown in the figure, when the carbon dioxide gas pressure is kept constant, carbon dioxide gas blowing nozzles with different nozzle hole diameters can be replaced and used in accordance with the ground pressure.

実施例 第4図はこの発明の一実施例を示す図であって、水ガラ
ス水溶液貯槽1内に貯えられた水ガラス水溶液は注入ポ
ンプ2によってその定量が吐液されて流量計3で流量を
確認し、配管4を通して地盤5中に挿入される注入管6
内に注入される。注入ポンプ2の吸入側の配管4に元弁
Svが設けられている。
Embodiment FIG. 4 is a diagram showing an embodiment of the present invention, in which a fixed amount of water glass solution stored in a water glass solution storage tank 1 is discharged by an injection pump 2, and the flow rate is measured by a flow meter 3. Injection pipe 6 is confirmed and inserted into the ground 5 through pipe 4
injected into the body. A main valve Sv is provided in the piping 4 on the suction side of the injection pump 2.

液化炭酸ガス高圧容器7.7′、7″の口金に炭酸ガス
圧送配管8が連結され、この配管上に、元弁Sv、加熱
器11、減圧弁9、炭酸ガス部器12が設けられ、液化
炭酸ガスは加熱器11によって気化炭酸ガスとなって減
圧弁9で所定の圧力に減圧されて炭酸ガス密器12内に
所定の圧力で貯えられる。前記ガス留器の後の配管に分
岐管8a −8b −8c s 8dが並列に設けられ
、各分岐管に元弁V、V1.V2、■3が設けられると
共に炭酸ガス吹出ノズル10,10’、10“、10 
/N が設けられ、各分岐管は配管8′に連結され、こ
の配管は炭酸ガス圧送配管8に連結される。前記配管8
の末端部は上記注入管6に連結される。圧送される炭酸
ガス圧は配管8に設けた圧力計P1、P2によって確認
される。
A carbon dioxide gas pressure feeding piping 8 is connected to the caps of the liquefied carbon dioxide high pressure containers 7.7', 7'', and on this piping, a main valve Sv, a heater 11, a pressure reducing valve 9, a carbon dioxide gas unit 12 are provided, The liquefied carbon dioxide is turned into vaporized carbon dioxide by the heater 11, reduced to a predetermined pressure by the pressure reducing valve 9, and stored at a predetermined pressure in the carbon dioxide hermetic container 12.A branch pipe is connected to the piping after the gas reservoir. 8a - 8b - 8c s 8d are provided in parallel, and each branch pipe is provided with main valves V, V1, V2, and ■3, and carbon dioxide gas blowing nozzles 10, 10', 10", 10
/N is provided, each branch pipe is connected to a pipe 8', and this pipe is connected to a carbon dioxide gas pressure feeding pipe 8. Said piping 8
The distal end of is connected to the injection tube 6. The pressure of the carbon dioxide gas to be pumped is confirmed by pressure gauges P1 and P2 provided in the piping 8.

上記炭酸ガス吹出ノズル10.10’、10“、10”
はノズル孔径を異にしており、地盤圧に対応する炭酸吹
出量を単一の炭酸ガス吹出ノズルまたは二以上のノズル
の組合せによって制御して水ガラス水溶液と炭酸ガスの
流量を一定比率で合流して注入管6を介して地盤内に注
入させる。
The above carbon dioxide gas blowing nozzle 10.10', 10", 10"
The nozzle hole diameters are different, and the amount of carbon dioxide blowing out corresponding to the ground pressure is controlled by a single carbon dioxide gas blowing nozzle or a combination of two or more nozzles, and the flow rates of the water glass aqueous solution and carbon dioxide gas are combined at a constant ratio. It is injected into the ground via the injection pipe 6.

本発明における地盤注入用注入材としては水ガラス水溶
液あるいは、水ガラスと反応側の混合液ある込はセメン
トを含む注入液等、アルカリを含んでいてそのアルカリ
が炭酸ガスと中和反応を生ずる注入材を用いる事ができ
る。
In the present invention, the injection material for ground injection is an aqueous solution of water glass or a mixed solution of water glass and a reaction side, including an injection solution containing cement, etc., which contains an alkali and the alkali causes a neutralization reaction with carbon dioxide gas. material can be used.

発明の詳細 な説明したように、この発明は炭酸ガス吹出ノズルの孔
径と炭酸ガス圧を任意に変更するのみで、地盤圧に対応
する炭酸ガス吹出量が簡単に得られ、水ガラス水溶液と
炭酸ガスとを一定の比率で合流して地盤中に注入するこ
とができるので、均一の固結体が得られる効果をもたら
す。
As described in detail, this invention allows the amount of carbon dioxide gas to be blown out corresponding to the ground pressure to be easily obtained by simply changing the hole diameter of the carbon dioxide gas blowing nozzle and the carbon dioxide gas pressure. Since it can be combined with gas at a fixed ratio and injected into the ground, it has the effect of obtaining a uniform solidified body.

なお、炭酸ガス流量の制御は炭酸ガス吹出ノズルによっ
て行なうので、薬液注入操作も簡単となり、薬液注入の
容易性および費用の点で大きな改善が期待できる。
In addition, since the carbon dioxide gas flow rate is controlled by the carbon dioxide gas blowing nozzle, the chemical liquid injection operation is also simplified, and a significant improvement can be expected in terms of ease of chemical liquid injection and cost.

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

第1図はこの発明の基本概念を示す図、第2図は炭酸ガ
ス吹出ノズルの孔径0,8朋における炭酸ガス圧と炭酸
ガス吹出量との関係を示す図、第3図は炭酸ガス圧35
kg/a/lにおけるノズル孔径と炭酸ガス吹出量の関
係を示す図、第4図はこの発明の実施例を示す図である
。 図中、1は水ガラス水溶液貯槽、2は注入ポンプ、3は
流量計、6は注入管、7は炭酸ガス高圧容器、9は減圧
弁、10は炭酸ガス吹出ノズル、11は加熱器、12は
炭酸ガス部器である。 第 / 図 CO,吹出量 B/m+n @η図
Fig. 1 is a diagram showing the basic concept of this invention, Fig. 2 is a diagram showing the relationship between carbon dioxide gas pressure and carbon dioxide gas blowing amount for carbon dioxide gas blowing nozzle hole diameters of 0 and 8, and Fig. 3 is a diagram showing the carbon dioxide gas pressure. 35
FIG. 4 is a diagram showing the relationship between the nozzle hole diameter and the amount of carbon dioxide gas blown out in kg/a/l, and is a diagram showing an embodiment of the present invention. In the figure, 1 is a water glass aqueous solution storage tank, 2 is an injection pump, 3 is a flow meter, 6 is an injection pipe, 7 is a carbon dioxide gas high pressure container, 9 is a pressure reducing valve, 10 is a carbon dioxide gas blowing nozzle, 11 is a heater, 12 is a carbon dioxide gas unit. Figure / Figure CO, Blowout amount B/m+n @ η diagram

Claims (3)

【特許請求の範囲】[Claims] (1)地盤注入用注入材送液管路と、該送液管路と炭酸
ガス圧送管路を介して連結された炭酸ガス高圧容器から
なり、該炭酸ガス圧送管路に炭酸ガス吹出ノズルを設け
たことを特徴とする薬液注入装置。
(1) Consists of a liquid supply pipeline for injection material for ground injection, and a high-pressure carbon dioxide gas container connected to the liquid supply pipeline via a carbon dioxide gas pressure supply pipeline, and a carbon dioxide gas blowing nozzle is connected to the carbon dioxide gas pressure supply pipeline. A chemical liquid injection device characterized in that:
(2)炭酸ガス吹出ノズルとして、円板の中心部にノズ
ル孔を穿つたノズルを用いた特許請求の範囲第1項記載
の薬液注入装置。
(2) The chemical liquid injection device according to claim 1, which uses a nozzle having a nozzle hole in the center of a disk as the carbon dioxide gas blowing nozzle.
(3)ノズル孔径を異にした炭酸ガス吹出ノズルを数個
並列に炭酸ガス圧送管路に切換可能に設けた特許請求の
範囲第1項記載の薬液注入装置。
(3) The chemical liquid injection device according to claim 1, wherein several carbon dioxide gas blowing nozzles with different nozzle hole diameters are arranged in parallel and switchable to the carbon dioxide gas pressure feeding pipeline.
JP9967185A 1985-05-13 1985-05-13 Chemical grout injector Granted JPS61261514A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9967185A JPS61261514A (en) 1985-05-13 1985-05-13 Chemical grout injector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9967185A JPS61261514A (en) 1985-05-13 1985-05-13 Chemical grout injector

Publications (2)

Publication Number Publication Date
JPS61261514A true JPS61261514A (en) 1986-11-19
JPH0474485B2 JPH0474485B2 (en) 1992-11-26

Family

ID=14253494

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9967185A Granted JPS61261514A (en) 1985-05-13 1985-05-13 Chemical grout injector

Country Status (1)

Country Link
JP (1) JPS61261514A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015126465A1 (en) * 2014-02-20 2015-08-27 Pcs Ferguson, Inc. Method and system to volumetrically control additive pump
US10106943B2 (en) * 2015-08-31 2018-10-23 Keystone Supports, Inc. System, method, and apparatus for permeation grouting

Citations (2)

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JPS5369409A (en) * 1976-12-02 1978-06-20 Nitto Chemical Industry Co Ltd Method of stabilizing nature of soil
JPS5942769A (en) * 1982-08-31 1984-03-09 Yuasa Battery Co Ltd Manufacture of lead-acid battery

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JPS5369409A (en) * 1976-12-02 1978-06-20 Nitto Chemical Industry Co Ltd Method of stabilizing nature of soil
JPS5942769A (en) * 1982-08-31 1984-03-09 Yuasa Battery Co Ltd Manufacture of lead-acid battery

Cited By (3)

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Publication number Priority date Publication date Assignee Title
WO2015126465A1 (en) * 2014-02-20 2015-08-27 Pcs Ferguson, Inc. Method and system to volumetrically control additive pump
US9714741B2 (en) 2014-02-20 2017-07-25 Pcs Ferguson, Inc. Method and system to volumetrically control additive pump
US10106943B2 (en) * 2015-08-31 2018-10-23 Keystone Supports, Inc. System, method, and apparatus for permeation grouting

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