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JPH11269458A - Grout for ground injection - Google Patents

Grout for ground injection

Info

Publication number
JPH11269458A
JPH11269458A JP7386598A JP7386598A JPH11269458A JP H11269458 A JPH11269458 A JP H11269458A JP 7386598 A JP7386598 A JP 7386598A JP 7386598 A JP7386598 A JP 7386598A JP H11269458 A JPH11269458 A JP H11269458A
Authority
JP
Japan
Prior art keywords
silicic acid
ground
injection
solution
grout
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.)
Pending
Application number
JP7386598A
Other languages
Japanese (ja)
Inventor
Takeshi Miyamoto
武司 宮本
Akira Sekine
彰 関根
Suketaka Abe
祐貴 安部
Shigeru Tsukahara
茂 塚原
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.)
Shimizu Construction Co Ltd
Nippon Chemical Industrial Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Nippon Chemical Industrial Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Nippon Chemical Industrial Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP7386598A priority Critical patent/JPH11269458A/en
Publication of JPH11269458A publication Critical patent/JPH11269458A/en
Pending legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a grout of which the homogel has a very long gelling time and which exhibits a gel strength practically enough by using, as effective components, an aq. active silicic acid soln. and an acidic reactant. SOLUTION: This grout is prepd. by adding at least one acidic reactant selected from phosphoric, sulfuric, hydrochloric, and citric acids, etc., to an aq. active silicic acid soln. to adjust the pH to lower than 2. If necessary, a sequestering agent (e.g. a polyphosphate), a metal corrosion preventive (e.g. N,N-dibutylthiourea), and a polymn. inhibitor (e.g. glycerin) are incorporated into the grout. The gelling time of the homogel is at least 5 days, and the unconfiend compression strength of solidified sand is 0.5 kg/cm<2> or higher. The aq. active silicic acid soln. is prepd. by removing alkali ions from a water- soluble silicate (e.g. sodium silicate) by an ion-exchange method, etc., has at least one silanol group capable of participating in condesation in an aq. soln. at a pH of 2-4, and has a mol.wt. of 1,000 or lower, an average particle size of 1-2 nm, and an SiO2 concn. of 12 wt.% or lower.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】本発明は、既設構造物の下の
地盤の強化、止水及び/又は液状化防止等の地盤改良材
として特に有用な地盤注入用薬液、更に詳しくは、コロ
イダルシリカ又は酸性シリカゾル等を用いた従来の注入
工法に比較して長時間のゲル化時間を有する地盤注入用
薬液に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a chemical for injecting ground, which is particularly useful as a ground improvement material for strengthening the ground under an existing structure, stopping water and / or preventing liquefaction, and more specifically, colloidal silica or The present invention relates to a liquid for ground injection having a longer gelation time than a conventional injection method using an acidic silica sol or the like.

【0002】[0002]

【従来の技術】従来の地盤注入材としては、水ガラスを
主剤としたものが多用され、その硬化剤(ゲル化剤)に
はポルトランドセメント、消石灰、鉄鋼スラグ等のカル
シウム塩類や、硫酸水素ナトリウム、硫酸マグネシウム
等の無機塩類、リン酸等の各種酸類、グリオキザール、
エチレンカーボネートなどのアルデヒド、エステル類が
使用されてきた。しかし、水ガラスを使用する方法は、
既に多数の文献で紹介されているように、耐久性等が不
十分であり、仮設材としての価値しか認められていな
い。そのため水ガラスのアルカリ分を嫌って、水ガラス
に酸性反応剤を作用させて中性乃至酸性に調整した薬液
を注入する方法が種々提案されている。しかしながら、
該注入材を中性付近に調整したものは、極めて短時間で
硬化するため注入材としての施工方法が限定されること
となる。また、酸性に調整したもの(酸性シリカゾル)
は水ガラスと硬化剤との反応により生ずるNa2SO4
の塩類が地下構造物を腐食したり、あるいはこれらの塩
の溶出に伴う地下水の水質変化等の環境上の問題があ
る。
2. Description of the Related Art As a conventional soil injection material, a material mainly containing water glass is often used, and its hardening agent (gelling agent) includes calcium salts such as Portland cement, slaked lime, steel slag, and sodium hydrogen sulfate. , Inorganic salts such as magnesium sulfate, various acids such as phosphoric acid, glyoxal,
Aldehydes, esters, such as ethylene carbonate, have been used. However, the method of using water glass is
As already introduced in many documents, the durability and the like are insufficient, and only the value as a temporary material is recognized. Therefore, various methods have been proposed for injecting a chemical solution adjusted to neutral or acidic by making an acidic reactant act on the water glass while avoiding the alkali content of the water glass. However,
When the injection material is adjusted to near neutrality, it hardens in an extremely short time, so that the method of application as the injection material is limited. Also adjusted to acidic (acidic silica sol)
There are environmental problems such as salts such as Na 2 SO 4 generated by the reaction between the water glass and the hardener corroding underground structures or changing the quality of groundwater due to the elution of these salts.

【0003】そこで、コロイダルシリカを主剤とした地
盤注入材も幾つか提案されている。例えば、中性のシリ
カゾルを主剤とし、硬化剤として多価金属の無機塩を含
む地盤注入材(特開昭54−73407号公報)、珪酸
のコロイド溶液とアルカリ金属中性塩を混合してゲル化
時間を20時間以内に調整した注入材を地盤に注入する
地盤固結法(特公平2−22115号公報)等が提案さ
れている。また、コロイダルシリカに酸を添加するもの
として、pHが4〜7およびゲル化時間が20時間以内
に調整された珪酸コロイド溶液を用いることを特徴とす
る地盤注入工法(特開昭59−93786号公報)、珪
酸のコロイド溶液および酸性反応剤を混合して得られる
酸性コロイダルシリカと水ガラスとからなる地盤注入用
薬液(特公昭64−8677号公報)、珪酸のコロイド
溶液および酸性反応剤を混合して得られる酸性コロイダ
ルシリカと水ガラスとからなる地盤注入用薬液(特公平
7−10977号公報)等が提案されている。
[0003] In view of the above, several ground injection materials mainly containing colloidal silica have been proposed. For example, a ground injection material containing a neutral silica sol as a main component and a polyvalent metal inorganic salt as a curing agent (Japanese Patent Application Laid-Open No. 54-73407), a gel obtained by mixing a colloidal solution of silicic acid and an alkali metal neutral salt There has been proposed a ground consolidation method (Japanese Patent Publication No. 22115/1990) in which an injection material whose aging time is adjusted within 20 hours is injected into the ground. In addition, as a method of adding an acid to colloidal silica, a silicate colloid solution having a pH of 4 to 7 and a gelation time adjusted within 20 hours is used, and a ground injection method (JP-A-59-93786). Japanese Patent Application Laid-Open No. 64-8677), a colloidal silica solution obtained by mixing a colloidal solution of silicic acid and an acidic reactant and a water glass, and a colloidal solution of silicic acid and an acidic reactant. For injecting ground, which comprises acidic colloidal silica and water glass obtained as described above (Japanese Patent Publication No. 7-10977).

【0004】ここで言うコロイダルシリカは一般的にシ
リカゾルと称して市販されている商品であり、通常珪酸
ソーダをイオン交換樹脂に通して得た活性珪酸を加熱等
により安定化したものであって、平均粒子径が10〜2
0nmのものが通常用いられている。一方、酸性シリカ
ゾルやコロイダルシリカとは別に、活性珪酸水溶液を主
剤とした地盤改良材も幾つか提案されている。例えば、
特公平3−20430号公報及び特公平1−55679
号公報には、実質的に塩を含まない活性珪酸水溶液(p
H2〜4)を主剤とする地盤改良材が提案されている
が、これらは該改良材を中性付近で注入をはかるもので
あり、かつ実質的なホモゲルのゲル化時間は最も長くて
も数時間程度である。これら従来提案されている薬液
は、ゲル化時間が長いものでも20時間程度であり、こ
のため一つの注入口から注入できる薬液の量は数m3
度で、地盤の改良範囲は、たかだか注入孔から半径1m
付近までに限られる。このため幅が数mもあるような既
設構造物の下の地盤を改良する場合には、既設構造物の
床に多数の穴をあけ、そこに薬液を流し込む等の煩雑な
手段により地盤の改良工事を行わざるを得ない。
The colloidal silica referred to here is a commercial product generally called silica sol, which is obtained by stabilizing activated silicic acid obtained by passing sodium silicate through an ion exchange resin by heating or the like. Average particle size is 10-2
The one with 0 nm is usually used. On the other hand, apart from acidic silica sol and colloidal silica, some ground improvement materials using an active silicic acid aqueous solution as a main component have been proposed. For example,
JP-B-3-20430 and JP-B1-55679
The publication discloses an aqueous solution of active silicic acid (p.
H2 to 4) have been proposed as ground improvement materials, but these improvers are injected near neutrality, and the gelation time of the homogel is substantially several at the longest. About an hour. These conventionally proposed chemical solutions have a gelation time of about 20 hours even if they have a long gelation time. Therefore, the amount of the chemical solution that can be injected from one injection port is about several m 3 , and the improvement range of the ground is at most an injection hole. 1m radius from
Limited to nearby. For this reason, when improving the ground under an existing structure having a width of several meters, it is necessary to make many holes in the floor of the existing structure, and to improve the ground by complicated means such as pouring a chemical solution into it. Construction has to be done.

【0005】[0005]

【発明が解決しようとする課題】既設構造物の地盤の液
状化防止対策として、薬液注入工法を用いる場合には、
より作業を簡素化するため薬液の地盤への浸透距離の大
幅な増大が必要であり、このためにゲル化時間が極めて
長い地盤注入用薬液が求められている。また、水ガラス
や酸性シリカゾルを主剤とする注入材はそれ自体の耐久
性や注入材に接する構造物の耐久性に悪影響を及ぼす問
題があること、およびコロイダルシリカを主剤とする注
入材は活性珪酸を主剤とする注入材と比較してゲルの強
度が弱く、ゲル化時間が長いものほどゲルの強度が低下
するという問題がある。また、これまでにいろいろ提案
された注入材のゲル化時間は、長いものでもたかだか2
0時間が限度とされ、ホモゲルへのゲル化時間が5日以
上という長いゲル化時間が達成されて、かつ実用的なゲ
ル化強度が得られる地盤注入用薬液はこれまで知られて
いない。なお、ここでいうホモゲルとは、地盤に注入す
る前に主剤と硬化剤とからなる薬液を反応させて得られ
たゲルを言う。このように、本発明は、ゲル化時間が極
めて長く、かつ同時に実用的な圧縮強度が得られる地盤
注入用薬液を提供することを目的とする。
When a chemical injection method is used as a measure to prevent liquefaction of the ground of an existing structure,
In order to further simplify the operation, it is necessary to greatly increase the penetration distance of the chemical solution into the ground. For this reason, there is a demand for a ground injection chemical solution having an extremely long gelation time. In addition, the injection material containing water glass or acidic silica sol as a main component has a problem of adversely affecting the durability of itself and the durability of a structure in contact with the injection material, and the injection material containing colloidal silica as a main component is activated silica. However, there is a problem in that the gel strength is lower than that of the injection material containing as a main component, and the longer the gelation time, the lower the gel strength. In addition, the gelation time of various injection materials that have been proposed so far is as long as 2 at most.
There has been no known chemical solution for ground injection in which the time is limited to 0 hours, the gelation time to homogel is as long as 5 days or more, and a practical gelation strength is obtained. Here, the homogel refers to a gel obtained by reacting a chemical solution comprising a main agent and a curing agent before injecting into a ground. As described above, an object of the present invention is to provide a chemical solution for ground injection, which has an extremely long gelation time and at the same time obtains practical compressive strength.

【0006】[0006]

【課題を解決するための手段】本発明者らは、既設構造
物の下部の地盤を改良する場合にも、既設構造物の床に
多数の穴を空けることなく施工できる、ゲル化時間が極
めて長い地盤注入用薬液について鋭意研究を重ねた。そ
の結果、塩類を実質的に含まない活性珪酸水溶液と酸性
反応剤を有効成分とする地盤注入用薬液が、ホモゲルの
ゲル化時間が極めて長くなり、かつ実用的なゲルの強度
が得られ、しかも、該薬液を土壌に注入した場合でも、
ゲル化時間を最低でも1日以上とすることができ、同時
にサンドゲル(砂に地盤注入用薬液を浸透させて固化さ
せたもの)の圧縮強度も実用的な0.5kgf/cm2
以上のものを得ることができ、特に既設構造物の下部の
地盤の改良材として有用であることを知見し、本発明を
完成するに至った。即ち、本発明は、活性珪酸水溶液と
酸性反応剤とを有効成分とする地盤注入用薬液を提供す
るものである。
Means for Solving the Problems The present inventors have found that even when improving the ground under the existing structure, the gelation time can be extremely reduced without making many holes in the floor of the existing structure. Intensive research was conducted on long ground injection chemicals. As a result, an active silicic acid aqueous solution substantially free of salts and a chemical solution for ground injection containing an acidic reactant as an active ingredient have an extremely long homogelation time, and a practical gel strength is obtained. , Even when the drug solution is injected into the soil,
The gelation time can be at least one day or more, and at the same time, the compressive strength of the sand gel (solidified by infiltrating the ground liquid into sand) is practically 0.5 kgf / cm 2.
The inventors have obtained the above-mentioned materials, and found that they are particularly useful as a ground improvement material under the existing structure, and have completed the present invention. That is, the present invention provides a ground injection chemical solution containing an active silicic acid aqueous solution and an acidic reactant as active ingredients.

【0007】[0007]

【発明の実施の形態】本発明の地盤注入用薬液は、活性
珪酸水溶液と酸性反応剤とを有効成分とするところに特
徴がある。ここで、活性珪酸水溶液とは、酸性シリカゾ
ルやコロイダルシリカと以下のように異なるものであ
る。酸性シリカゾルとは、珪酸ソーダなどのいわゆる水
溶性珪酸塩と硫酸などの酸を混合し、pHを酸性領域と
して得られるものであり珪酸ソーダに由来する多量のナ
トリウム成分が含まれる。コロイダルシリカは、通常イ
オン交換樹脂に珪酸ソーダを通して得られる活性珪酸に
少量のナトリウムイオン等を加えて加熱しシリカの核を
形成し、これにさらに活性珪酸を加えて安定化するなど
の方法によって、縮合して安定化したもので、通常5n
m〜数十nmの粒子径を持ち、pHは4〜5のものであ
り、ゾル状態すなわちコロイド粒子が液体に分散してい
て流動性をしめしている状態のものを言う。
BEST MODE FOR CARRYING OUT THE INVENTION The chemical for injection into the ground according to the present invention is characterized in that an active silicic acid aqueous solution and an acidic reactant are used as active ingredients. Here, the active silicic acid aqueous solution is different from an acidic silica sol or colloidal silica as follows. The acidic silica sol is obtained by mixing a so-called water-soluble silicate such as sodium silicate and an acid such as sulfuric acid to obtain a pH in an acidic region, and contains a large amount of sodium component derived from sodium silicate. Colloidal silica is usually obtained by adding a small amount of sodium ions to active silicic acid obtained through sodium silicate to an ion exchange resin and heating to form a core of silica, and further adding active silicic acid thereto to stabilize it. Stabilized by condensation, usually 5n
It has a particle size of m to several tens of nm and a pH of 4 to 5, and refers to a sol state, that is, a state in which colloid particles are dispersed in a liquid and exhibit fluidity.

【0008】一方、本発明で用いる活性珪酸水溶液と
は、コロイダルシリカの前駆体と言うべきもので、不安
定な珪酸水溶液であり、珪酸ソーダなどの水溶性珪酸塩
からイオン交換法、解膠法、電気泳動法、電気透析法等
によってアルカリイオンを除去することによって得ら
れ、該水溶液中には実質的に塩またはアルカリイオンを
含有しないものが好ましい。物性的には、この水溶液は
pH2〜4のもので、水溶液中の珪酸原子には縮合に関
与できるシラノール基を1コ以上有し、分子量は大きく
とも1000以下で平均分子径がコロイダルシリカより
微細な1〜2nmの珪酸縮合物を含有する珪酸水溶液
で、SiO2の濃度が12重量%以下であり、2〜10
重量%以下のものが好ましい。
On the other hand, the active silicic acid aqueous solution used in the present invention is a precursor of colloidal silica, and is an unstable silicic acid aqueous solution, which is obtained by ion exchange or peptization from a water-soluble silicate such as sodium silicate. It is preferably obtained by removing alkali ions by electrophoresis, electrodialysis, or the like, and the aqueous solution preferably does not substantially contain a salt or alkali ion. Physically, this aqueous solution has a pH of 2 to 4, and the silicate atom in the aqueous solution has at least one silanol group capable of participating in condensation, has a molecular weight of at most 1,000 or less, and has an average molecular diameter smaller than that of colloidal silica. An aqueous solution of silicic acid containing a silicic acid condensate of 1 to 2 nm in which the concentration of SiO 2 is 12% by weight or less and
% By weight or less is preferred.

【0009】本発明の酸性反応剤とは、珪酸より強い酸
性度を有する酸性物質である。本発明に使用できる酸性
反応剤としては、例えば硫酸、塩酸、リン酸等の無機
酸、クエン酸、グルコン酸等の有機酸等が挙げられ、こ
れらの1種又は2種以上が用いられる。このうち、構造
物に対して腐食の影響が少ないリン酸が特に好ましく用
いられる。本発明にかかる地盤注入用薬液は、上述の活
性珪酸水溶液に酸性反応剤を加えてpHを2未満とした
ものであり、pHが1.5以下のものが好ましい。この
理由はpHが2より大きくなるとゲル化時間が短くなる
傾向があり、十分なゲル化時間を確保することが出来な
いためである。また、ホモゲルへのゲル化時間は、該地
盤注入用薬液のpH及び活性珪酸水溶液の珪酸濃度ある
いは同溶液中の塩の残存量により影響するが、通常5日
以上である。本発明の地盤注入用薬液は、上記した様
に、酸性反応剤によってpHを2以下に調整することに
より、ゲル化時間を従来のものに比べ大幅に延長する事
ができた。また、このpHの調整は、注入目的や施工条
件ならびに改良する地盤の特性に応じて適宜選定すれば
よい。また、本発明の地盤注入用薬液は、地盤中のナト
リウム、カリウム等のアルカリ金属塩、カルシウム、マ
グネシウム等のアルカリ土類金属塩等のアルカリ成分の
含有量にもよるが、土壌に注入した場合でも、活性珪酸
水溶液と酸性反応剤を適切に選択し、pHを調製する事
によって、最低でも1日以上で、2日以上のゲル化時間
とすることもできる。また、この場合にJISA121
6「土の一軸圧縮試験方法」に準じて測定した固結砂の
一軸圧縮強度は、0.5kgf/cm2以上、多くの場
合1.0kgf/cm2以上であり、通常実用的に必要
な0.5kgf/cm2以上の強度のものが得られる。
また、本発明の地盤注入用薬液は、本来不安定な活性珪
酸水溶液に珪酸より強い酸を添加する事によって珪酸の
重合を抑制し、薬液自身の安定性が改善されるという特
徴も有する。
The acidic reactant of the present invention is an acidic substance having a higher acidity than silicic acid. Examples of the acidic reactant that can be used in the present invention include inorganic acids such as sulfuric acid, hydrochloric acid, and phosphoric acid, and organic acids such as citric acid and gluconic acid. One or more of these are used. Of these, phosphoric acid, which is less affected by corrosion on the structure, is particularly preferably used. The chemical solution for ground injection according to the present invention is obtained by adding an acidic reactant to the above-mentioned aqueous solution of activated silicic acid to lower the pH to less than 2, and preferably having a pH of 1.5 or less. The reason is that when the pH is higher than 2, the gelation time tends to be short, and a sufficient gelation time cannot be secured. The time for gelation into a homogel is affected by the pH of the ground injection chemical solution, the concentration of silicic acid in the aqueous solution of active silicic acid, or the amount of salt remaining in the solution, but is usually 5 days or more. As described above, by adjusting the pH of the chemical solution for ground injection according to the present invention to 2 or less with an acidic reactant, the gelation time could be significantly extended as compared with the conventional one. The adjustment of the pH may be appropriately selected depending on the purpose of the injection, the construction conditions, and the characteristics of the ground to be improved. Further, the soil injection chemical solution of the present invention, depending on the content of alkali components such as alkali metal salts such as sodium and potassium, calcium, magnesium and the like in the ground, when injected into soil, However, by appropriately selecting the aqueous solution of the active silicic acid and the acidic reactant and adjusting the pH, the gelation time can be at least 1 day or more and 2 days or more. In this case, JISA121
6 The unconfined compression strength of consolidated sand measured according to the “Unconfined compression test method for soil” is 0.5 kgf / cm 2 or more, and in many cases 1.0 kgf / cm 2 or more, which is usually necessary for practical use. A material having a strength of 0.5 kgf / cm 2 or more can be obtained.
Moreover, the chemical | medical solution for ground injection of this invention has the characteristic that polymerization of silicic acid is suppressed by adding an acid stronger than silicic acid to the active unstable aqueous silicate solution, and the stability of chemical | medical solution itself is improved.

【0010】本発明では、上記の2成分の他の成分とし
て、例えばEDTA、ポリリン酸塩、ポリカルボン酸等
の金属イオン封鎖材、NN’ジブチルチオ尿素、NN’
ジエチルチオ尿素、ジベンジルスルホキシド、N−ドデ
シルピリジウムクロライド、N−セチルピリジウムクロ
ライド等の金属腐食防止剤、エチレングリコール、ジエ
チレングリコール、グリセリン、カゼイン、尿素等の珪
酸イオンの重合抑制剤等が配合されていても差し支えな
い。本発明の地盤注入用薬液は、従来のものに比べてゲ
ル化時間を極端に長くすることが可能となったので、例
えば、既設構造物下部の地盤の強化や液状化防止及び止
水等の地盤改良材として好適に用いることができる。
In the present invention, as other components of the above two components, for example, sequestering materials such as EDTA, polyphosphate, polycarboxylic acid, NN 'dibutylthiourea, NN'
Metal corrosion inhibitors such as diethylthiourea, dibenzylsulfoxide, N-dodecylpyridium chloride, N-cetylpyridium chloride, and silicate ion polymerization inhibitors such as ethylene glycol, diethylene glycol, glycerin, casein, and urea are incorporated. No problem. The chemical solution for ground injection according to the present invention can extremely increase the gelation time as compared with the conventional one, so that, for example, the strengthening of the ground under the existing structure, the prevention of liquefaction, and the prevention of water stoppage, etc. It can be suitably used as a ground improvement material.

【0011】次に、本発明の地盤改良材を用いた注入工
法について説明する。本発明に係る地盤注入用薬液は、
上記したように十分に長いゲル化時間を有するので、貯
蔵タンクや注入管内で薬液が固結するおそれがないこと
から、該薬液の混合方式としては特に制限はなく、例え
ば、1液1工程注入(1ショット法)、2液1工程注入
(1.5ショット法)、2液2工程注入(2ショット
法)の何れの混合方式でも差し支えない。本発明の地盤
改良材である薬液の注入方式としては、公知の注入方式
を適用でき、例えば二重管ストレーナー方式、二重管ダ
ブルパッカー方式等が挙げられる。また、パッカーによ
り注入管口元をシールすること等により単管ロッド方式
でも適用できる。なお、該薬液は酸性溶液の状態で使用
されるが、通常使用されている耐酸性の注入機械を使用
することにより、装置等に特に腐食等の問題が生ずるこ
ともなく注入することができる。
Next, an injection method using the ground improvement material of the present invention will be described. The ground injection chemical solution according to the present invention,
As described above, since the gelling time is sufficiently long, there is no possibility that the chemical solution is solidified in the storage tank or the injection pipe. Therefore, the mixing method of the chemical solution is not particularly limited. Any mixing method of (one-shot method), two-solution one-step injection (1.5 shot method), and two-liquid two-step injection (two-shot method) may be used. As a method of injecting the chemical solution as the ground improvement material of the present invention, a known injection method can be applied, and examples thereof include a double pipe strainer method and a double pipe double packer method. Further, it is also applicable to a single tube rod system by sealing the inlet of the injection tube with a packer. The chemical solution is used in the form of an acidic solution. By using a commonly used acid-resistant injection machine, the chemical solution can be injected without causing any particular problem such as corrosion in the apparatus and the like.

【0012】本発明の地盤注入用薬液は、実用的なゲル
化時間が従来のものでは最大でも20時間程度であった
のと比べて、2〜10日あるいはそれ以上非常に長く
することができ、それと同時に実用的な圧縮強度が得ら
れることが最大の特徴である。従って、本発明の地盤注
入用薬液は、幅が10m程度の既設構造物であれば、構
造物の外周から該薬液を時間をかけて注入し、構造物の
下部の地盤全体を改良することができる。また、一般に
低い圧力で、長い時間かけて地盤に注入することができ
ることから、既設構造物や近傍への悪影響を及ぼす恐れ
が少なく、しかも浸透注入の状態が得られるため、浸透
理論による解析が容易であり、注入範囲の予測が可能と
なる。
[0012] Soil injection drug solution of the present invention, be practical gel time than as in was about 20 hours at most conventional, is very long and 2-10 days or more The greatest feature is that a practical compressive strength can be obtained at the same time. Therefore, in the case of an existing structure having a width of about 10 m, it is possible to improve the entire ground under the structure by injecting the chemical from the outer periphery of the structure over time. it can. In addition, since it can be generally injected into the ground at low pressure over a long period of time, there is little risk of adverse effects on existing structures and nearby areas, and since the state of infiltration injection can be obtained, analysis by infiltration theory is easy. And the injection range can be predicted.

【0013】[0013]

【実施例】以下、本発明を実施例により更に詳細に説明
するが、本発明はこれらに限定されるものではない。
EXAMPLES Hereinafter, the present invention will be described in more detail by way of examples, but the present invention is not limited thereto.

【0014】実施例1〜6:珪酸ソーダJIS3号を水
で希釈し、SiO2濃度を5%に調整した珪酸ソーダ水溶
液1500mlを陽イオン交換樹脂(アンバーライト
IR 120B;オルガノ(株)社製)1000mlに
通して活性珪酸水溶液を得た。この水溶液のpHは2.
5であった。また、75%リン酸10mlに水90ml
を加えてリン酸希釈液を調製した。次いで、活性珪酸水
溶液とリン酸希釈液を種々の割合に混合し、この水溶液
のpHをそれぞれ測定した後、この水溶液を容器に入れ
て室温で保存してホモゲルのゲル化時間を観察した。ゲ
ル化時間は、活性珪酸水溶液とリン酸希釈液を混合後、
容器を傾けても中の薬液が流動しなくなった状態までの
日数で求めた。一方、この水溶液100mlと豊浦標準
砂100mlを混合したものを容器に入れて室温で保存
してゲル化時間を観察した。この場合のゲル化時間も同
様に、容器を傾けても中の薬液が流動しなくなった状態
までの日数で求めた。また、試料調製後28日後のサン
ドゲル強度を測定した。結果を表−1に示す。表中サン
ドゲルの強度は、5cmφ×20cmLの型枠に標準砂
を10cmの高さまで詰めておき、所定の混合液を注ぎ
入れて放置し、28日経過後にこの一軸圧縮強度をJI
SA1216に準拠して測定して求めた。
Examples 1 to 6: Sodium silicate JIS No. 3 was diluted with water, and 1500 ml of an aqueous sodium silicate solution adjusted to a SiO 2 concentration of 5% was added to a cation exchange resin (Amberlite).
IR 120B (manufactured by Organo Co., Ltd.) to give an active silicic acid aqueous solution. The pH of this aqueous solution is 2.
It was 5. Also, 10 ml of 75% phosphoric acid and 90 ml of water
Was added to prepare a phosphoric acid diluted solution. Next, the active silicic acid aqueous solution and the phosphoric acid diluent were mixed in various ratios, and after measuring the pH of the aqueous solution, the aqueous solution was stored in a container at room temperature and the gelation time of the homogel was observed. Gelation time, after mixing the active silicic acid aqueous solution and phosphoric acid diluent,
The number of days until the chemical solution in the container did not flow even when the container was tilted was determined. On the other hand, a mixture of 100 ml of this aqueous solution and 100 ml of Toyoura standard sand was placed in a container and stored at room temperature, and the gelation time was observed. Similarly, the gel time in this case was determined by the number of days until the liquid medicine in the container did not flow even when the container was tilted. In addition, the sand gel strength 28 days after the sample preparation was measured. The results are shown in Table 1. In the table, the strength of the sand gel was determined by filling standard sand to a height of 10 cm in a mold having a size of 5 cmφ × 20 cmL, pouring a predetermined mixture, and allowing the mixture to stand.
It was determined by measuring according to SA1216.

【0015】[0015]

【表1】 [Table 1]

【0016】比較例1:珪酸ソーダJIS3号を水で希
釈しSiO2濃度を5%に調整した珪酸ソーダ水溶液15
00mlを陽イオン交換樹脂(アンバーライト IR
120B;オルガノ(株)社製)1000mlに通して
活性珪酸水溶液を得た。この水溶液のpHは2.5であ
った。この水溶液100mlを容器に入れて保存したと
ころ2日後にゲル化した。この水溶液100mlと豊浦
標準砂100mlを混合したものを容器に入れて保存し
たところ12時間後にゲル化した。また、ゲル化28日
後のサンドゲル強度は1.4kgf/cm2であった。
Comparative Example 1: Sodium silicate aqueous solution 15 prepared by diluting sodium silicate JIS No. 3 with water and adjusting the concentration of SiO 2 to 5%.
00 ml of cation exchange resin (Amberlite IR
120B (manufactured by Organo Corporation) to give an active silicic acid aqueous solution. The pH of this aqueous solution was 2.5. When 100 ml of this aqueous solution was stored in a container, it gelled after 2 days. A mixture of 100 ml of this aqueous solution and 100 ml of Toyoura standard sand was put in a container and stored, and gelled after 12 hours. In addition, the sand gel strength after gelation for 28 days was 1.4 kgf / cm 2 .

【0017】比較例2〜5:比較例1で得られた活性珪
酸水溶液とイオン交換水を種々の割合に混合し、この水
溶液のpHをそれぞれ測定した後、この水溶液を容器に
入れて室温で保存してホモゲルのゲル化時間を実施例と
同様にして観察した。一方、この水溶液100mlと豊
浦標準砂100mlを混合したものを容器に入れて室温
で保存してゲル化時間を実施例と同様にして観察した。
また、試料調製後28日後のサンドゲル強度を実施例と
同様にして測定した。結果を表−2に示す。
Comparative Examples 2 to 5: The aqueous solution of activated silicic acid obtained in Comparative Example 1 and ion-exchanged water were mixed at various ratios, and the pH of each aqueous solution was measured. After storage, the gelation time of the homogel was observed in the same manner as in the examples. On the other hand, a mixture of 100 ml of this aqueous solution and 100 ml of Toyoura standard sand was placed in a container, stored at room temperature, and the gelation time was observed in the same manner as in the examples.
The sand gel strength 28 days after the sample preparation was measured in the same manner as in the example. Table 2 shows the results.

【0018】[0018]

【表2】 [Table 2]

【0019】以上の結果から明らかなように、本発明の
薬液ではホモゲルで15日以上、サンドゲルで5日以上
のゲル化時間が得られ、同時に十分なサンドゲル強度の
ものが得られるのに対して、pHが2以上の活性珪酸水
溶液を用いた従来の方法では十分なゲル化時間を得るこ
とができない。
As is clear from the above results, the drug solution of the present invention can achieve a gelation time of at least 15 days with a homogel and at least 5 days with a sandgel, while at the same time obtaining a gel having sufficient sandgel strength. In the conventional method using an aqueous solution of activated silicic acid having a pH of 2 or more, a sufficient gelation time cannot be obtained.

【0020】実施例7 内径52mm、総延長20mのパイプに砂(珪砂8号)
を充填し,実施例6で調製した地盤注入用薬液を加圧注
入して、薬液の浸透性を測定した。なお、薬液の注入圧
力は、注入時間と薬液の浸透距離との関係を実際の注入
時に近似した状態で行うために、開始から30分間は
7.0kg/cm2の一定圧力で、それ以降は薬液の浸
透先端部の浸透速度を次第に低下させて行った。その結
果を図1に示す。この結果から明らかなように、本発明
の地盤注入用薬液を使用した場合には、約2400分
(40時間)をかけて約400cmの距離まで薬液が浸
透した。
Example 7 Sand (silica sand No. 8) was inserted into a pipe having an inner diameter of 52 mm and a total length of 20 m.
Was filled, and the medicinal solution for ground injection prepared in Example 6 was injected under pressure, and the permeability of the medicinal solution was measured. The injection pressure of the drug solution was set at a constant pressure of 7.0 kg / cm 2 for 30 minutes from the start, in order to perform the relationship between the injection time and the permeation distance of the drug solution in an approximate state at the time of the actual injection. The test was performed by gradually decreasing the permeation speed of the permeation tip of the chemical solution. The result is shown in FIG. As is clear from the results, when the chemical solution for ground injection of the present invention was used, the chemical solution penetrated to a distance of about 400 cm in about 2400 minutes (40 hours).

【0021】[0021]

【発明の効果】本発明の実質的に塩を含まない活性珪酸
水溶液と酸性反応剤とを有効成分とする地盤注入用薬液
では、ホモゲルのゲル化時間として5日以上を有するも
のであり、土壌と薬液との反応によるゲル化時間の短縮
を考慮に入れてもほぼ2日以上とすることもでき、極め
て長い浸透期間を保つことが可能である。また、加圧注
入した場合に浸透距離として5m程度の薬液浸透が可能
である。この結果、幅が10m程度の既設構造物であれ
ば、構造物外周から低い圧力で長時間かけて薬液注入す
ることにより、既設構造物や近傍の付帯設備などに有害
な変状を及ぼすことなく、既設構造物下部の地盤の強化
や止水が可能になる。
According to the chemical solution for injection into the ground of the present invention containing an active silicic acid aqueous solution substantially free of salt and an acidic reactant as active ingredients, the gelling time of the homogel is 5 days or more, and Considering the shortening of the gelation time due to the reaction between the gel and the chemical solution, the time can be set to about 2 days or more, and an extremely long permeation period can be maintained. In addition, when the solution is injected under pressure, it is possible to penetrate the drug solution with a penetration distance of about 5 m. As a result, in the case of an existing structure having a width of about 10 m, by injecting a chemical solution from the outer periphery of the structure at a low pressure over a long period of time, without causing harmful deformation to the existing structure or nearby incidental facilities. Therefore, it is possible to strengthen the ground under the existing structure and to stop water.

【0022】[0022]

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

【図1】図1は、実施例6で調製した地盤注入用薬液を
砂に加圧注入した際の、経過時間と薬液の浸透長さ及び
注入圧の測定結果を示す図である。
FIG. 1 is a view showing the elapsed time, the permeation length of a chemical solution, and the measurement results of the injection pressure when the chemical solution for ground injection prepared in Example 6 was injected under pressure into sand.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 安部 祐貴 東京都江東区亀戸9丁目11番1号 日本化 学工業株式会社内 (72)発明者 塚原 茂 東京都江東区亀戸9丁目11番1号 日本化 学工業株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yuki Abe 9-11-1, Kameido, Koto-ku, Tokyo Inside Nippon Kagaku Kogyo Co., Ltd. (72) Inventor Shigeru Tsukahara 9-11-1, Kameido, Koto-ku, Tokyo Nippon Kagaku Kogyo Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 活性珪酸水溶液と酸性反応剤とを有効成
分とすることを特徴とする地盤注入用薬液。
1. A ground injection chemical comprising an active silicic acid aqueous solution and an acidic reactant as active ingredients.
【請求項2】 地盤注入用薬液のpH値が2未満のもの
である請求項1記載の地盤注入用薬液。
2. The ground injection chemical according to claim 1, wherein the pH of the ground injection chemical is less than 2.
【請求項3】 酸性反応剤が、硫酸、リン酸、塩酸、ク
エン酸、グルコン酸からなる群から選ばれる1種又は2
種以上の酸である請求項1又は2記載の地盤注入用薬
液。
3. The acid reactant is one or two selected from the group consisting of sulfuric acid, phosphoric acid, hydrochloric acid, citric acid, and gluconic acid.
The chemical solution for injecting into the ground according to claim 1 or 2, which is at least one kind of acid.
JP7386598A 1998-03-23 1998-03-23 Grout for ground injection Pending JPH11269458A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7386598A JPH11269458A (en) 1998-03-23 1998-03-23 Grout for ground injection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7386598A JPH11269458A (en) 1998-03-23 1998-03-23 Grout for ground injection

Publications (1)

Publication Number Publication Date
JPH11269458A true JPH11269458A (en) 1999-10-05

Family

ID=13530509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7386598A Pending JPH11269458A (en) 1998-03-23 1998-03-23 Grout for ground injection

Country Status (1)

Country Link
JP (1) JPH11269458A (en)

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