JPS6347411A - Injection of chemical grout - Google Patents
Injection of chemical groutInfo
- Publication number
- JPS6347411A JPS6347411A JP18838786A JP18838786A JPS6347411A JP S6347411 A JPS6347411 A JP S6347411A JP 18838786 A JP18838786 A JP 18838786A JP 18838786 A JP18838786 A JP 18838786A JP S6347411 A JPS6347411 A JP S6347411A
- Authority
- JP
- Japan
- Prior art keywords
- drug
- injection
- container
- pressure
- carbonic acid
- 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
Links
- 238000002347 injection Methods 0.000 title abstract description 76
- 239000007924 injection Substances 0.000 title abstract description 76
- 239000000126 substance Substances 0.000 title abstract description 31
- 239000011440 grout Substances 0.000 title abstract 9
- 239000007787 solid Substances 0.000 claims abstract description 49
- BVKZGUZCCUSVTD-UHFFFAOYSA-N carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000003814 drug Substances 0.000 claims description 93
- 229940079593 drug Drugs 0.000 claims description 91
- 238000000034 method Methods 0.000 claims description 32
- 230000008016 vaporization Effects 0.000 claims description 6
- 239000012466 permeate Substances 0.000 abstract 1
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 38
- 239000001569 carbon dioxide Substances 0.000 description 19
- 229910002092 carbon dioxide Inorganic materials 0.000 description 19
- 239000007789 gas Substances 0.000 description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 16
- 239000002689 soil Substances 0.000 description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 10
- 239000003795 chemical substances by application Substances 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 239000004567 concrete Substances 0.000 description 8
- 230000035699 permeability Effects 0.000 description 8
- 239000003381 stabilizer Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 230000001965 increasing effect Effects 0.000 description 7
- 229920000642 polymer Polymers 0.000 description 7
- 239000004568 cement Substances 0.000 description 6
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 5
- 230000035515 penetration Effects 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 239000012528 membrane Substances 0.000 description 4
- 229920000647 polyepoxide Polymers 0.000 description 4
- 230000001105 regulatory effect Effects 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000006185 dispersion Substances 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 3
- -1 polyethylene Polymers 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 238000009834 vaporization Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000011049 filling Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000011068 loading method Methods 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 239000002547 new drug Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 2
- 229920006337 unsaturated polyester resin Polymers 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- KMTRUDSVKNLOMY-UHFFFAOYSA-N Ethylene carbonate Chemical compound O=C1OCCO1 KMTRUDSVKNLOMY-UHFFFAOYSA-N 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 241000220317 Rosa Species 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 125000003700 epoxy group Chemical group 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 239000000383 hazardous chemical Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000058 polyacrylate Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000003583 soil stabilizing agent Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000009469 supplementation Effects 0.000 description 1
- 229920003169 water-soluble polymer Polymers 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、土木・建築分野で注入工法の対象として用い
られる薬剤の注入方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for injecting a drug used as an injection method in the civil engineering and construction fields.
従来、土木分野では、地盤の安定化や止水などを目的と
する各種の土質安定剤や改良剤などが、また、建築分野
では、主に水硬性物質からなる構・染物の補修を目的と
する各種の薬剤が注入工法によって用いられている。Traditionally, in the civil engineering field, various soil stabilizers and improvers have been used for the purpose of stabilizing the ground and stopping water, and in the architectural field, they have been used mainly for the purpose of repairing structures and dyed materials made of hydraulic substances. Various chemicals are used by injection method.
これら薬剤を目的個所に注入する方法として、1)自然
浸透法、2)弾性体の収縮力を利用する方法。Methods for injecting these drugs into the target area include 1) natural penetration method, and 2) method using the contractile force of an elastic body.
3)減圧法、4)圧縮ガスで加圧する方法、5)ポンプ
で圧入する方法などがあるが、ポンプを用いる圧入法が
主流である。There are 3) depressurization method, 4) pressurization method with compressed gas, and 5) method of pressurizing with a pump, but the press-fitting method using a pump is the mainstream.
1)または2)の方法は、粘性の高い薬剤を注入する場
合には作業能率が低く、また、深部に注入する方法とし
ては適当でない。Methods 1) and 2) have low working efficiency when injecting a highly viscous drug, and are not suitable for injecting deeply.
3)の方法は吸引装置を要し、また、深部に注入する方
法としては適当でない。Method 3) requires a suction device and is not suitable for deep injection.
−aに、薬剤の浸透状況は注入対象側の条件、例えば水
硬性物質からなる構築物本体の緻密性。-a, the penetration state of the drug depends on the conditions on the side of the injection target, for example, the compactness of the construction body made of a hydraulic substance.
亀裂の幅や長さ等、地盤における土粒径、充填密度など
、またトンネル・ダム・地下構築物などにおける湧水量
あるいは伏流水の量など種々の条件の影否を受ける。実
際にはこれらの条件が千差万別であって注入個所によっ
て薬剤の浸透性が大きくバラつくので、適切な仕様の注
入設備を選定するのが困難である。It is affected by various conditions such as the width and length of cracks, the diameter of soil particles in the ground, the filling density, and the amount of spring water or underground water in tunnels, dams, underground structures, etc. In reality, these conditions vary widely and the permeability of the drug varies greatly depending on the injection location, making it difficult to select injection equipment with appropriate specifications.
また、たとえばコンクリート構築物の亀裂部へ薬剤とし
てエポキシ樹脂などを注入する場合、薬剤の粘性が高い
ために低圧ではなかなか浸透せず通常長時間を要する。Furthermore, when injecting an epoxy resin or the like as a chemical into cracks in a concrete structure, for example, the chemical has a high viscosity, so it does not penetrate easily under low pressure and usually takes a long time.
これを短時間で注入しようとして注入圧力を高(すると
、構築物の亀裂を拡大したり、目的個所以外に薬剤が注
入されたりする問題が生ずる。In an attempt to inject this in a short period of time, the injection pressure is increased (this may cause problems such as enlarging cracks in the structure or injecting the drug into areas other than the intended areas).
薬剤注入の基本原則は、低圧で、できるだけ広範囲に、
短時間で、しかも薬剤を損失することなく施工するのが
よいとされている。The basic principle of drug injection is to inject as widely as possible at low pressure.
It is said that it is best to apply it in a short time and without losing the chemical.
従って、薬剤の注入装置としては、注入個所の条件に応
してそれに適した性能のものを用いることが望ましい。Therefore, it is desirable to use a drug injection device with performance suitable for the conditions of the injection site.
一般に、注入孔の位置によって薬剤注入の所要圧力や注
入速度などの条件が異なるので、4)または5)の方法
において、一つの加圧源で複数の注入個所に薬剤を圧入
させることは困難である。In general, conditions such as the required pressure and injection speed for drug injection differ depending on the position of the injection hole, so it is difficult to pressurize drugs into multiple injection points using one pressurization source using method 4) or 5). be.
薬剤の浸透性が悪く長時間を要して少量の薬剤が注入さ
れる個所と、薬剤の浸透性がよく短時間で多量の薬剤を
注入できる個所とを同時に施工するような場合、一つの
加圧源を用いる方法では浸透し易い個所には多量の薬剤
が注入され、浸透しにくい個所には薬剤が全く認められ
ないこともあり施工が不確実となることがある。When simultaneously performing work on areas with poor chemical permeability and requiring a long time to inject a small amount of the chemical, and areas with good chemical permeability that allows a large amount of the chemical to be injected in a short period of time, it is important to In the method using a pressure source, a large amount of the chemical is injected into areas where it is easy to penetrate, and no chemical may be detected at areas where it is difficult to penetrate, making the construction work uncertain.
条件の異なる各注入個所の全てに対応させようとすると
性能の異なる多数の加圧源を用意するかあるいは大過剰
の性能を有するものを用いなければならないという問題
がある。In order to accommodate all injection points with different conditions, there is a problem in that a large number of pressurizing sources with different performances must be prepared, or one with a large excess of performance must be used.
薬剤の注入施工に先立って、注入条件を把握するための
ポーリング調査を行うことは多大の費用を要するし、調
査しても注入位置によって、注入条件が異なる場合が多
く、結局、注入装置は能力の小さいものから大きいもの
まで用意しなければならないのが実情である。It costs a lot of money to conduct a polling survey to understand the injection conditions before injecting the drug, and even if the survey is conducted, the injection conditions often differ depending on the injection position, and in the end, the injection equipment has limited capacity. The reality is that we have to prepare everything from small to large.
また、ポンプを用いる圧入法による場合、薬剤を成る量
注入した時点で注入ポンプを停止させると駆動圧がなく
なるので、それ以陣は薬剤の浸透範囲の大幅な拡大は期
待できず、より深く広範囲に押し込むには新たな薬剤の
補給を要し、薬剤の消費量が多くなるという難点がある
。In addition, when using the press-in method using a pump, if the injection pump is stopped after a certain amount of drug has been injected, the driving pressure will be lost, so the penetration range of the drug cannot be expected to expand significantly beyond that point, and the penetration range will be deeper and wider. The problem is that in order to push the drug further, it is necessary to supply new drugs, which increases the amount of drugs consumed.
本発明者らは、かかる従来の問題点を改善すべく種々研
究した結果、目的とする個所に薬剤を注入するに当り、
密閉容器内の固体炭酸の気化圧力を利用することができ
、更に、所定量の薬剤を注入した時点でこの圧力を利用
することによって、新たに薬剤を補給しなくても薬剤の
浸透範囲を更に拡大させることができること、また、珪
酸塩系またはセメント系などの土質安定剤のように炭酸
ガスと反応するような薬剤に対しては、薬剤の浸透範囲
を拡大させるだけでなく、薬剤の硬化時間の短縮やゲル
強度増大の効果も得ることができることを見出し、本発
明を完成した。The present inventors have conducted various studies to improve these conventional problems, and as a result, when injecting a drug into the target area,
The vaporization pressure of solid carbon dioxide in a sealed container can be used, and by using this pressure once a predetermined amount of drug is injected, the permeation range of the drug can be further expanded without replenishing the drug. In addition, for chemicals that react with carbon dioxide gas, such as silicate-based or cement-based soil stabilizers, it not only expands the permeation range of the chemicals, but also reduces the curing time of the chemicals. The present invention was completed based on the discovery that the effects of shortening the gel strength and increasing gel strength can also be obtained.
すなわち、本発明は「気密性を有する容器内で固体炭酸
を気化させ、得られた圧力で、薬剤出口を有する気密性
容器内の薬剤を加圧し、該容器から薬剤を押し出すこと
を特徴とする薬剤の注入方法」を要旨とする。That is, the present invention is characterized by ``vaporizing solid carbonic acid in an airtight container, and using the resulting pressure to pressurize a drug in an airtight container having a drug outlet to push the drug out of the container. The gist is ``methods of drug injection''.
固体炭酸を密閉耐圧容器中に充填すると、周囲の熱によ
って固体炭酸が気化するにつれて容器内の圧力が徐々に
高まるが、本発明は、薬剤の注入ならびに薬剤の浸透範
囲を拡大させるためにこの圧力を利用するものである。When solid carbonic acid is filled into a sealed pressure-resistant container, the pressure inside the container gradually increases as the solid carbonic acid vaporizes due to the surrounding heat.The present invention aims to increase the pressure within the container in order to expand the drug injection and the permeation range of the drug. It uses
本発明の方法では、成る所定量の薬剤を注入した後、固
体炭酸が気化して得られる炭酸ガスに切り替えてガスを
注入することによって、新たに薬剤を補給しなくても薬
剤を希釈することなく、注入した薬剤をより深部に押し
込み、薬剤の浸透範囲を更に拡大させることができる。In the method of the present invention, after injecting a predetermined amount of the drug, the gas is injected by switching to carbon dioxide gas obtained by vaporizing solid carbon dioxide, thereby diluting the drug without replenishing the drug. This allows the injected drug to be pushed deeper into the body, further expanding the penetration range of the drug.
本発明の方法においては、注入個所に対する薬剤の侵透
性に応じて、容器の耐圧を確保し、固体炭酸の仕込量を
調節することによって、薬剤注入圧を任意に調節するこ
とができる。In the method of the present invention, the drug injection pressure can be arbitrarily adjusted by ensuring the pressure resistance of the container and adjusting the amount of solid carbon dioxide charged in accordance with the permeability of the drug to the injection site.
薬剤の浸透性が大きい場合には固体炭酸を少量用いれば
よく、浸透性が小さい場合には固体炭酸を増量して注入
圧力を高めればよい。If the permeability of the drug is high, a small amount of solid carbonic acid may be used; if the permeability is low, the injection pressure may be increased by increasing the amount of solid carbonic acid.
また、複数個の容器を組み合わせて交互に切り換え使用
することができ、これによって連続的、かつ、大量の薬
剤注入も可能である。In addition, a plurality of containers can be combined and used by switching alternately, thereby making it possible to continuously inject a large amount of medicine.
本発明の方法は、例えば、土木分野では地盤の安定化や
上水などを目的とするセメント系、珪酸塩系、ヘントナ
イト系、高分子系など各種の土質安定剤、改良剤、止水
剤などの、また、建築分野では主に水硬性物質からなる
構築物の補修、例えば、建物、道路、橋、トンネル、ダ
ム、上下水道管、地下ケーブル管、共同溝、地下鉄施設
など地下構築物やコンクリート二次製品などの亀裂部へ
の充填、補強、止水などを目的とする各種薬剤、例えば
、セメント混和用ポリマー、コンクリート含浸用モノマ
ーまたはポリマー、レジンコンクリート用液状レジン、
有機系・無機系接着剤、防水剤、シーリング材などに用
いられるゴムラテックス、樹脂エマルジョン、混合ディ
スバージョンなど水性ポリマーディスバージョン、ポリ
ビニルアルコール、ポリアクリル酸塩、セルロース誘導
体など水溶性ポリマーまたはモノマー、エポキシ系樹脂
、不飽和ポリエステル系樹脂、ウレタン系樹脂など液状
ポリマーなどの注入に利用できる。For example, in the civil engineering field, the method of the present invention can be applied to various soil stabilizers such as cement-based, silicate-based, hentonite-based, and polymer-based soil stabilizers, improvers, and water-stopping agents for the purpose of ground stabilization and water supply. In addition, in the construction field, repair of structures mainly made of hydraulic materials, such as buildings, roads, bridges, tunnels, dams, water and sewage pipes, underground cable pipes, utility ditches, subway facilities, etc., and underground structures and concrete secondary Various agents for filling cracks in products, reinforcing them, stopping water, etc., such as polymers for mixing with cement, monomers or polymers for impregnating concrete, liquid resins for resin concrete,
Water-based polymer dispersions such as rubber latex, resin emulsions, and mixed dispersions used in organic and inorganic adhesives, waterproofing agents, and sealants, water-soluble polymers or monomers such as polyvinyl alcohol, polyacrylates, cellulose derivatives, and epoxies. It can be used to inject liquid polymers such as resins, unsaturated polyester resins, and urethane resins.
また、産業廃棄物の処理、ヘドロの固化処理。Also, industrial waste treatment and sludge solidification treatment.
有害物質−特に重金属類の溶出防止のための固化処理な
どの公害防止対策を行う場合に用いられる薬剤の注入に
も利用することができる。It can also be used to inject chemicals used in pollution prevention measures such as solidification treatment to prevent the elution of hazardous substances, especially heavy metals.
注入にあたり、これら薬剤は単独で使用することもでき
るが、二種以上を併用してもよい。For injection, these drugs can be used alone or in combination of two or more.
これら薬剤に、川砂、山砂、海砂、珪砂、各種軽量骨材
、炭酸カルシウム、フライアッシュ、微粉シリカ、ポゾ
ランなどを添加してもよい。River sand, mountain sand, sea sand, silica sand, various lightweight aggregates, calcium carbonate, fly ash, finely divided silica, pozzolan, etc. may be added to these chemicals.
本発明の方法は、水溶液状、スラリー状、比較的軟らか
いペースト状など圧入できる性状を存するものに対して
適用できる。The method of the present invention can be applied to materials that can be press-fitted, such as an aqueous solution, a slurry, or a relatively soft paste.
薬剤は、使用する目的に応して適宜選択すればよい0例
えば、コンクリート梼造物の亀裂部、劣化ないし強度低
下個所あるいは地下構築物の亀裂部から水が流出してい
る個所などの補強あるいは止水を目的とする場合には、
エポキシ系樹脂、不飽和ポリエステル系樹脂、ウレタン
系樹脂などの液状ポリマー、水性ポリマーディスバージ
ョンや各種接着剤などを、また、地盤、土壌、岩盤など
の安定化を目的とする場合には、セメント系や珪酸塩系
などの土質安定剤を用いればよい。The agent may be selected as appropriate depending on the purpose of use. For example, for reinforcing or water-stopping cracks in concrete structures, deteriorated or weakened areas, or areas where water is flowing out from cracks in underground structures. If the purpose is to
Liquid polymers such as epoxy resins, unsaturated polyester resins, and urethane resins, water-based polymer dispersions, and various adhesives are used, and when the purpose is to stabilize the ground, soil, and rock, cement-based or silicate-based soil stabilizers.
本発明の方法においては、薬剤と固体炭酸は同一の容器
に仕込んでもよいし、また、それぞれ別々の容器に仕込
み、各容器の導圧口を適宜の継手で連結することによっ
て固体炭酸側から薬剤側を加圧する方式を採ることもで
きる。In the method of the present invention, the drug and solid carbonic acid may be placed in the same container, or they may be placed in separate containers, and the pressure inlet of each container may be connected with an appropriate joint to allow the drug and solid carbonate to be supplied from the solid carbonic acid side. It is also possible to adopt a method of pressurizing the sides.
本発明の方法を図によって説明する。The method of the invention will be explained with the help of figures.
第1図は、本発明の方法の一実施態様で薬剤と固体炭酸
とを同一の容器に仕込んだ例を示す模式図である。また
、第2図は、本発明の方法の別の実施態様で薬剤と固体
炭酸とをそれぞれ別々の容器に仕込んだ例を示す模式図
である。FIG. 1 is a schematic diagram showing an example in which a drug and solid carbonic acid are placed in the same container in one embodiment of the method of the present invention. Moreover, FIG. 2 is a schematic diagram showing an example in which a drug and solid carbonic acid are each placed in separate containers in another embodiment of the method of the present invention.
薬剤を注入する個所に、必要に応じ削孔して注入孔(1
)を設け、注入管(2)を挿入する。Drill an injection hole (1) where necessary to inject the drug.
) and insert the injection tube (2).
必要に応じて注入管(2)の周囲に充填剤またはコーキ
ング材(3)を充填し、更に注入個所の表面を固定し、
注入管(2)の周辺の間隙を経て表面より薬剤が流出す
るのを防止する。If necessary, fill the area around the injection pipe (2) with a filler or caulking material (3), further fix the surface of the injection point,
This prevents the drug from flowing out from the surface through the gap around the injection tube (2).
容器(4)に仕込口(6)より注入用の薬剤(5)を、
仕込口(9)より固体炭酸(8)を仕込み、薬剤出口(
7)以外の各日を密閉する。Inject the drug (5) into the container (4) from the loading port (6),
Charge solid carbonic acid (8) from the charging port (9), and pour it into the chemical outlet (
Seal each day except 7).
第2図に示す方式の場合には、容器(41aと容器(4
1bの各導圧口OIを継手αυ−aで連結して固体炭酸
側から薬剤側を加圧できるようにする。In the case of the system shown in FIG.
Each pressure introduction port OI of 1b is connected by a joint αυ-a so that pressure can be applied from the solid carbonic acid side to the drug side.
固体炭酸が気化して容器(4)(第2図においては+4
1−a、 +41−b )の内圧が上昇すると薬剤(5
)は出口(7)から押し出され、継手aυ−bおよび注
入管(2)を経由して注入個所へ圧入される。Solid carbonic acid evaporates into container (4) (+4 in Figure 2).
1-a, +41-b) increases, the drug (5
) is forced out of the outlet (7) and forced into the injection point via the joint aυ-b and the injection tube (2).
ノズル(2)には、圧力調節装置、安全弁、ブロー弁な
どの少なくとも一つを取りつけ、各容器内の圧力を調節
する (図示省略)。At least one of a pressure regulator, a safety valve, a blow valve, etc. is attached to the nozzle (2) to regulate the pressure inside each container (not shown).
本発明で使用する容器は、気密性を有する材料で構成さ
れ、固体炭酸を気化させる容器(以下、加圧容器という
)は固体炭酸の仕込口および導圧口を、また、薬剤を収
容する容器(以下、薬剤容器という)は薬剤の仕込口、
導圧口および薬剤出口をそれぞれ有し、各日は蓋、弁な
どで必要に応じて密閉できる構造とする。The container used in the present invention is made of an airtight material, and the container for vaporizing solid carbonic acid (hereinafter referred to as a pressurized container) has a charging port and a pressure introducing port for solid carbonic acid, and a container for storing a drug. (hereinafter referred to as drug container) is the drug loading port,
It has a pressure inlet and a drug outlet, and can be closed each day with a lid, valve, etc. as necessary.
本発明の方法では、一つの容器に固体炭酸の仕込口、薬
剤の仕込口および薬剤出口(これらを一つの口で共用す
ることもできる)を設けて加圧容器と薬剤容器の両方の
機能を持たせて一体化した容器を用いることもできる。In the method of the present invention, one container is provided with a solid carbonic acid inlet, a drug inlet, and a drug outlet (one port can also be used in common) to function as both a pressurized container and a drug container. An integrated container can also be used.
本発明で使用する容器は、圧力調節装置、安全弁、ブロ
ー弁などの少なくとも一つを取りつけるられる一構造と
することが好ましい。The container used in the present invention preferably has a structure to which at least one of a pressure regulating device, a safety valve, a blow valve, etc. can be attached.
珪酸塩系またはセメント系などの土質安定剤のように、
薬剤と炭酸ガスとが反応して硬化時間が短縮し、固結体
の強度が高まるなど好ましい結果が得られる場合は、炭
酸ガスが薬剤に吸収され有効利用できるよう直接に加圧
すればよい。Like silicate-based or cement-based soil stabilizers,
If the reaction between the drug and carbon dioxide produces favorable results such as shortening the curing time and increasing the strength of the solid body, direct pressure may be applied so that the carbon dioxide is absorbed by the drug and can be used effectively.
薬剤と炭酸ガスとの接触を避けたい場合、または注入個
所に炭酸ガスを入れた(ない場合などには、たとえばゴ
ム製3合成樹脂製などの気密性、かつ、可撓性を有する
膜を内装した容器を用い、内装した膜で薬剤と炭酸ガス
とを仕切ることによって薬剤と炭酸ガスとの接触を防止
し、また注入個所に炭酸ガスが進入するのを防止するこ
とができる。なお、内装する膜の大きさは容器内気相部
の増大に対応できるよう余裕を持たせる。If you want to avoid contact between the drug and carbon dioxide, or if carbon dioxide is not present at the injection site, use an airtight and flexible membrane made of rubber or synthetic resin. By using a sealed container and separating the drug and carbon dioxide gas with a membrane inside, it is possible to prevent contact between the drug and carbon dioxide gas, and also to prevent carbon dioxide gas from entering the injection site. The size of the membrane should be large enough to accommodate the increase in the gas phase inside the container.
仕切構造をガス圧で移動するスライド方式、あるいはピ
ストン方式とすることもできる。It is also possible to use a sliding type where the partition structure is moved using gas pressure, or a piston type.
本発明で使用する容器の耐圧は、所要の薬剤注入圧力に
対応できるものとする。The pressure resistance of the container used in the present invention is such that it can accommodate the required drug injection pressure.
−m的には、注入圧力はできるだけ低い方が好ましいが
、あまりにも低いと注入できなくなったり、長時間を要
し、能率が低下する。In terms of -m, it is preferable that the injection pressure be as low as possible; however, if it is too low, injection may not be possible or will take a long time, reducing efficiency.
たとえば、コンクリート構築物の補修を目的とする各種
薬剤の場合には通常、0.1〜20kg / Cl1l
−G程度で、また地盤の安定化や止水などを目的とする
各種土質安定剤の場合は通常、1〜5Q kg / c
d −G程度でそれぞれ注入が行われており、これに対
応できるものであればよい。For example, in the case of various chemicals for the purpose of repairing concrete structures, the amount usually ranges from 0.1 to 20 kg/Cl1l.
-G, and in the case of various soil stabilizers for the purpose of stabilizing the ground and stopping water, it is usually 1 to 5Q kg/c.
Injection is performed at approximately d-G, and any material that can accommodate this may be used.
本発明の場合、最大でも炭酸ガスの物理化学的性質によ
って決まる。In the case of the present invention, it is determined at most by the physicochemical properties of carbon dioxide.
本発明で使用する容器の大きさは、目的に応じて選定す
ることができ、特に限定されない。The size of the container used in the present invention can be selected depending on the purpose and is not particularly limited.
例えば、コンクリート構築物の亀裂部に注入するような
場合は、1個所あたりでは空隙容積が小さく薬剤の注入
量は少量であるので、容器の大きさは0.01〜101
、好ましくは、0.05〜51の容積のものがよい、ま
た、土質安定化のように注入孔1本当り、数100〜数
10001の薬剤を注入するような場合には、容器の大
きさは10〜1001程度とするのがよい。For example, when injecting into cracks in a concrete structure, the pore volume per location is small and the amount of drug injected is small, so the container size should be between 0.01 and 101.
, preferably a container with a volume of 0.05 to 51. In addition, when several hundred to several tens of thousands of chemicals are injected per injection hole, such as soil stabilization, the size of the container is is preferably about 10 to 1001.
本発明で使用する容器の材質は、所要の耐圧が得られる
ものを選択すればよい、たとえば、低圧用にはゴムや合
成樹脂を、高圧用には金属を使用すればよい。なお、薬
剤による腐食を受は難い耐蝕性を有するものが好ましい
。The material of the container used in the present invention may be selected from those that can withstand the required pressure; for example, rubber or synthetic resin may be used for low pressure applications, and metal may be used for high pressure applications. Note that it is preferable to use a material that has corrosion resistance that is difficult to be affected by corrosion caused by chemicals.
本発明で用いられる容器の付属設備としては、容器への
薬液または固体炭酸の供給装置、薬剤の温度調節装置、
固体炭酸の気化速度を調節するための温度調節の可能な
加熱装置、容器内圧力を調節するための圧力調節装置、
容器を保全するための安全弁、ブロー弁、温度計、流量
計などを挙げることができる。The auxiliary equipment for the container used in the present invention includes a device for supplying the drug solution or solid carbonic acid to the container, a device for adjusting the temperature of the drug,
A temperature-adjustable heating device for regulating the vaporization rate of solid carbonic acid, a pressure regulating device for regulating the pressure inside the container,
Examples include safety valves, blow valves, thermometers, flow meters, etc. to protect containers.
本発明で使用する固体炭酸は、通常市販されているもの
を用いることができ、その形状は、容器に入るものなら
どんな状態のものでもよい。As the solid carbonic acid used in the present invention, commercially available solid carbonic acid can be used, and the solid carbonic acid can be in any shape as long as it can fit into a container.
各種の液化ガスは耐圧容器に収容して取り扱う必要があ
るのに対して、固体炭酸は常圧の状態で筒便に取り扱う
ことができるので、本発明の方法は施工現場での実施が
容易であるという大きな利点を有する。While various liquefied gases must be stored and handled in pressure-resistant containers, solid carbon dioxide can be handled conveniently at normal pressure, so the method of the present invention is easy to implement at construction sites. It has the great advantage of being
固体炭酸の気化速度は、その仕込量に対する周囲の温度
や熱補給の度合いの影響を受け、容器内圧力の上昇は緩
慢である。The rate of vaporization of solid carbonic acid is affected by the ambient temperature and the degree of heat supplementation relative to the amount charged, and the pressure within the container increases slowly.
土質安定剤の注入の場合、その注入初期には、注入管の
周囲がポーリング水で乱されているために低圧力でも薬
剤が浸透し易いが、浸透した薬剤の硬化が進むにつれて
抵抗が大きくなると共に、時間の経過につれて注入する
薬剤の粘度も上昇するので、注入圧を高める必要がある
。本発明の場合、注入開始時は容器内圧力が低く、時間
の経過とともに固体炭酸の気化量の増大につれて容器内
圧力が高まるので極めて好ましい。In the case of soil stabilizer injection, at the beginning of the injection, the area around the injection pipe is disturbed by polling water, so the agent can easily penetrate even at low pressure, but as the infiltrated agent hardens, the resistance increases. At the same time, the viscosity of the drug to be injected increases over time, so it is necessary to increase the injection pressure. In the case of the present invention, the pressure inside the container is low at the start of injection, and as time passes, the pressure inside the container increases as the amount of vaporized solid carbonic acid increases, which is extremely preferable.
注入初期から高い圧力を得たい場合は、小容量の容器を
用いるか、または、薬剤の仕込量を多くして気相部容積
を小さくすることによって、また固体炭酸の仕込量を多
くするか、更に必要により固体炭酸を加熱することによ
って短時間内に圧力を高めることができる。If you want to obtain high pressure from the beginning of injection, you can use a small-capacity container, or increase the amount of chemical charged to reduce the volume of the gas phase, or increase the amount of solid carbonate charged. Furthermore, if necessary, the pressure can be increased within a short time by heating the solid carbonic acid.
固体炭酸の使用量は、薬剤の注入量や注入圧力に応じて
調節する。The amount of solid carbonic acid used is adjusted depending on the amount of drug to be injected and the injection pressure.
例えば、容器内気相部の容積が11のとき、温度15℃
で容器内圧力を2kf/d−Gに上昇させるために要す
る固体炭酸の量は約0.086molである。For example, when the volume of the gas phase inside the container is 11, the temperature is 15°C.
The amount of solid carbonic acid required to raise the pressure inside the container to 2 kf/dG is approximately 0.086 mol.
成る注入個所に所定量の薬剤を注入した後、その注入個
所内で薬剤の浸透範囲を更に拡大させるには、容器内の
残圧ないし必要により固体炭酸を補給して得られるガス
圧で該注入個所を加圧し、注入された内部の薬剤を更に
押し込むとよい。After injecting a predetermined amount of the drug into the injection point, in order to further expand the permeation range of the drug within the injection point, the injection is performed using the residual pressure in the container or the gas pressure obtained by replenishing solid carbonic acid if necessary. It is best to apply pressure to the area to further push the injected medicine inside.
本発明の効果は次の通りである。 The effects of the present invention are as follows.
(1) 本発明の方法は、薬剤の浸透性に差のある複
数の注入個所に対して同時並行的に薬剤を注入する場合
に特に適する。(1) The method of the present invention is particularly suitable for injecting a drug simultaneously into a plurality of injection locations having different drug permeability.
各注入個所ごとに本発明の方法で用いる注入装置を取り
つけ、薬剤の浸透性に応じてきめの細い施工をすること
ができる。By attaching the injection device used in the method of the present invention to each injection site, fine-grained construction can be performed depending on the permeability of the drug.
(2) 容器内の固体炭酸の量を適宜補充調節するこ
とで複雑な操作を必要とせず、また固体炭酸自体は常圧
の状態で取り扱うことができて筒便で省力化でき、施工
現場での実施が容易である。(2) By replenishing and adjusting the amount of solid carbon dioxide in the container as appropriate, there is no need for complicated operations, and the solid carbon dioxide itself can be handled at normal pressure, saving labor by transporting it in a tube, making it easy to use at the construction site. is easy to implement.
(3) 動力源を必要としないので、注入に長時間を
要するような場合など特に、省エネルギーの効果が大き
い。(3) Since no power source is required, the effect of energy saving is significant, especially in cases where injection requires a long time.
(4) 注入した薬剤を、炭酸ガスで加圧することに
よって、新たな薬剤の補給を要することなく、注入した
薬剤をより深く押し込むことができ、薬剤の浸透範囲を
更に拡大させることができる。(4) By pressurizing the injected drug with carbon dioxide gas, the injected drug can be pushed deeper without the need to replenish new drugs, and the permeation range of the drug can be further expanded.
(5) 珪酸塩系またはセメント系などの土質安定剤
のように炭酸ガスと反応するような薬剤に対しては、薬
剤の浸透範囲を拡大させるだけでなく、薬剤の硬化時間
の短縮やゲル強度増大の効果を得ることができる。(5) For agents that react with carbon dioxide gas, such as silicate-based or cement-based soil stabilizers, it is important to not only expand the permeation range of the agent, but also shorten the hardening time and improve gel strength. You can get an increasing effect.
次に、実施例によって本発明を説明する。 Next, the present invention will be explained by examples.
実施例−1
鉄筋コンクリート構造体の亀裂部にドリルで削孔し、直
径10fiの注入管を打ち込んだ。Example-1 A hole was drilled into a crack in a reinforced concrete structure, and an injection pipe with a diameter of 10 fi was driven into the crack.
注入管の周辺およびコンクリートの表面をエポキシ系樹
脂接着剤で固めた。The area around the injection pipe and the surface of the concrete were hardened with epoxy resin adhesive.
次に、各注入個所に10kg/cj−Gの水圧を3時間
かけて、透水量を測定した。Next, a water pressure of 10 kg/cj-G was applied to each injection site for 3 hours, and the amount of water permeation was measured.
その結果を表−1に示した。The results are shown in Table-1.
供試体を乾燥した後、第1図に示すような注入装置によ
って、次の手順で薬剤注入を行った。After drying the specimen, a drug was injected using an injection device as shown in FIG. 1 in the following procedure.
表−1に示す各種薬剤各々900CCを容積IItの金
属製耐圧容器に仕込み、各容器の薬剤出口を継手を用い
て各注入管に接続した。900 cc of each of the various drugs shown in Table 1 was charged into a metal pressure-resistant container with a volume of IIt, and the drug outlet of each container was connected to each injection pipe using a joint.
次いで、薬剤と固体炭酸とが直接接触しないよう固体炭
酸各20gを容積11のポリエチレン製の袋に入れ、前
記の耐圧容器内に挿入固定した。Next, 20 g of each solid carbonic acid was placed in a polyethylene bag having a capacity of 11 to prevent direct contact between the drug and the solid carbonic acid, and the bags were inserted and fixed in the pressure-resistant container.
固体炭酸が気化するにつれてポリエチレン製の袋が膨張
し、これによって薬剤に接する気相部が圧縮されて容器
内圧力が上昇するにつれて薬剤は供試体内部に注入され
た。注入圧が15kg/aj−Gを超えないよう圧力調
節器によって容器内圧を調節した。As the solid carbonic acid vaporized, the polyethylene bag expanded, compressing the gas phase in contact with the drug, and as the pressure inside the container rose, the drug was injected into the specimen. The internal pressure of the container was adjusted using a pressure regulator so that the injection pressure did not exceed 15 kg/aj-G.
注入時間は、各注入個所とも1時間とした。The injection time was 1 hour for each injection site.
各注入個所に対する薬剤の注入量は、それぞれ表−1に
示す通りであった。The amount of drug injected into each injection site was as shown in Table 1.
注入処理終了後、1週間放置した後に処理前と同様な条
件で透水量を測定した。After the injection treatment was completed, the water permeation amount was measured under the same conditions as before the treatment after being left for one week.
その結果、表−1に示す如く通水量を大幅に低減するこ
とができた。As a result, as shown in Table 1, the amount of water passed could be significantly reduced.
表−1 実施例−2 101の鉄製モールドに川砂を充填し、圧密を行った。Table-1 Example-2 A 101 iron mold was filled with river sand and consolidated.
一方、JIS 3号水ガラス200部と水240部との
混合?8液に硬化剤としてエチレンカーボネート20部
を添加して硬化時間3分の注入用薬剤を調製した。On the other hand, a mixture of 200 parts of JIS No. 3 water glass and 240 parts of water? 20 parts of ethylene carbonate as a curing agent was added to liquid No. 8 to prepare an injection drug with a curing time of 3 minutes.
第2図に示すように2個のポリエチレン製容器(容量二
11)の導圧口を連結して組み立てた注入装置を使用し
、第1の容器(薬剤容器)に上記の薬剤11を、また第
2の容器(加圧容器)に固体炭t1.0.35+olを
それぞれ仕込み、容器内の圧力が0.5 kg / c
si−Gを超えないようブロー弁で#PI節しながら、
薬剤400ccを注入した。As shown in Fig. 2, an injection device assembled by connecting the pressure ports of two polyethylene containers (capacity 2 11) is used, and the above drug 11 is added to the first container (drug container). Solid charcoal t1.0.35+ol was charged into the second container (pressurized container), and the pressure inside the container was 0.5 kg/c.
While setting the #PI clause with the blow valve so as not to exceed si-G,
400cc of drug was injected.
1日放置後の固結土の圧縮強度は、11kg/cdであ
った。The compressive strength of the compacted soil after being left for one day was 11 kg/cd.
同様な方法で薬剤を400CC注入した後、薬剤容器を
取り外し、加圧容器に固体炭酸0.086molを補充
して気化させ、注入管を通してモールド中に通気した。After injecting 400 cc of the drug in the same manner, the drug container was removed, and the pressurized container was replenished with 0.086 mol of solid carbonic acid, vaporized, and vented into the mold through the injection tube.
1日数W後の固結土の圧縮強度は増大し15kg/aJ
であった。The compressive strength of the compacted soil increases to 15 kg/aJ after several days of W.
Met.
第1図は、本発明の方法の一実施態様で薬剤と固体炭酸
とを同一の容器に仕込んだ例で、実施例−1で用いた注
入装置を示す模式図である。
第2図は、本発明の方法の別の実施態様で薬剤と固体炭
酸とをそれぞれ別々の容器に仕込んだ例で、実施例−2
で用いた注入装置を示す模式図である。
符号の説明;
(1)・・・注入孔、(2)・・・注入管。
(3)・・・充填剤またはコーキング材。
+41 、 (41−a 、 +41−b−・・容器。
(5)・・・薬剤、(6)・・・薬剤仕込口、(7)・
・・薬剤出口。
(8)・・・固体炭酸、(9)・・・固体炭酸仕込口。
(9)−A・・・固体炭酸受け、+91B・・・仕切用
内装膜。
OI・・・導圧口、0υ−a、b・・・継手。
(財)・・・圧力調節器、安全弁、ブロー弁などの取り
つけ用ノズル。
03・・・モールド、 (+4+・・・川砂。FIG. 1 is an example in which a drug and solid carbonic acid are placed in the same container in one embodiment of the method of the present invention, and is a schematic diagram showing an injection device used in Example-1. FIG. 2 shows an example in which the drug and solid carbonic acid are each placed in separate containers in another embodiment of the method of the present invention, Example-2
FIG. 2 is a schematic diagram showing the injection device used in FIG. Explanation of symbols; (1)...Injection hole, (2)...Injection pipe. (3) Filler or caulking material. +41, (41-a, +41-b-...container. (5)...drug, (6)...drug inlet, (7)...
...Drug outlet. (8)...Solid carbonic acid, (9)...Solid carbonic acid inlet. (9) -A...Solid carbon dioxide receiver, +91B...Inner membrane for partition. OI...Induction port, 0υ-a, b...Joint. Foundation: Nozzles for mounting pressure regulators, safety valves, blow valves, etc. 03...Mold, (+4+...River sand.
Claims (1)
圧力で、薬剤出口を有する気密性容器内の薬剤を加圧し
、該容器から薬剤を押し出すことを特徴とする薬剤の注
入方法。A method for injecting a drug, which comprises vaporizing solid carbonic acid in an airtight container, and using the resulting pressure to pressurize the drug in an airtight container having a drug outlet to push the drug out of the container.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18838786A JPS6347411A (en) | 1986-08-13 | 1986-08-13 | Injection of chemical grout |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18838786A JPS6347411A (en) | 1986-08-13 | 1986-08-13 | Injection of chemical grout |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6347411A true JPS6347411A (en) | 1988-02-29 |
JPH0573850B2 JPH0573850B2 (en) | 1993-10-15 |
Family
ID=16222737
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18838786A Granted JPS6347411A (en) | 1986-08-13 | 1986-08-13 | Injection of chemical grout |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6347411A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006104779A (en) * | 2004-10-06 | 2006-04-20 | Bondo Engineering Kk | Storage tank for injecting adhesive |
JP2006169766A (en) * | 2004-12-14 | 2006-06-29 | Fudo Constr Co Ltd | Ground liquefaction preventing method |
JP2007204304A (en) * | 2006-02-01 | 2007-08-16 | Chugoku Electric Power Co Inc:The | Repair method of concrete and repairing material |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111396744A (en) * | 2020-03-24 | 2020-07-10 | 徐州工程学院 | Method for injecting high polymer under complex environment |
-
1986
- 1986-08-13 JP JP18838786A patent/JPS6347411A/en active Granted
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006104779A (en) * | 2004-10-06 | 2006-04-20 | Bondo Engineering Kk | Storage tank for injecting adhesive |
JP4590243B2 (en) * | 2004-10-06 | 2010-12-01 | ボンドエンジニアリング株式会社 | Storage tank for adhesive injection. |
JP2006169766A (en) * | 2004-12-14 | 2006-06-29 | Fudo Constr Co Ltd | Ground liquefaction preventing method |
JP4628082B2 (en) * | 2004-12-14 | 2011-02-09 | 株式会社不動テトラ | How to prevent ground liquefaction |
JP2007204304A (en) * | 2006-02-01 | 2007-08-16 | Chugoku Electric Power Co Inc:The | Repair method of concrete and repairing material |
Also Published As
Publication number | Publication date |
---|---|
JPH0573850B2 (en) | 1993-10-15 |
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