JP2000109835A - Chemical liquid to be injected in soil - Google Patents

Chemical liquid to be injected in soil

Info

Publication number
JP2000109835A
JP2000109835A JP28761298A JP28761298A JP2000109835A JP 2000109835 A JP2000109835 A JP 2000109835A JP 28761298 A JP28761298 A JP 28761298A JP 28761298 A JP28761298 A JP 28761298A JP 2000109835 A JP2000109835 A JP 2000109835A
Authority
JP
Japan
Prior art keywords
aqueous solution
silicic acid
active silicic
solution
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.)
Pending
Application number
JP28761298A
Other languages
Japanese (ja)
Other versions
JP2000109835A5 (en
Inventor
Takeshi Miyamoto
武司 宮本
Akira Sekine
彰 関根
Shigeru Tsukahara
茂 塚原
Yasuhiro Abe
康弘 阿部
Yoshiro Kaneda
嘉郎 金田
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 JP28761298A priority Critical patent/JP2000109835A/en
Publication of JP2000109835A publication Critical patent/JP2000109835A/en
Publication of JP2000109835A5 publication Critical patent/JP2000109835A5/ja
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034Physico-chemical characteristics of the mixtures
    • C04B2111/00112Mixtures characterised by specific pH values
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation

Abstract

PROBLEM TO BE SOLVED: To easily design gel time, improve consolidation durability and prevent pollution of groundwater and corrosion of an underground structure by using an aqueous solution of active silicic acid and an aqueous solution of acidic silica sol as effective components. SOLUTION: An aqueous solution of active silicic acid which substantially does not contain any salt is obtained by removing alkali ions from a water-soluble silicate such as sodium silicate and the like by means of an ion exchange method or the like and pH thereof is preferably less than 4. An acidic reactive agent is preferably added to the aqueous solution of active silicic acid to adjust pH at a value not more than 2 whereby the aqueous solution keeps stability for a long term and production not in site but in plant is enabled. The acidic reactive agent is preferably phosphoric acid. The amount of water glass to be added to the aqueous solution of active silicic acid in preparing a chemical liquid to be injected to soil is 25-300 wt.% of the amount of total SiO2 existing in the aqueous solution of active silicic acid. Gel time can be arbitrarily and widely changed by changing a mixing ratio thereof.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、地盤の改良用の薬
剤に関するものであり、更に詳しくはゲル化時間の設定
が容易で、固結耐久性に優れ、かつ浸透性がよく、地下
水の汚染のない地盤注入用薬液に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a chemical for improving the ground, and more particularly to a method for easily setting a gelling time, having excellent consolidation durability and good permeability, and contaminating groundwater. The present invention relates to a chemical solution for ground injection without a solid.

【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有機酸、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、耐久性等に問題が
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、酸性に調
整したものは水ガラスと硬化剤との反応により生ずるN
SO等の水溶性の塩類が薬液が固結した後も溶出
することになり、このため、地下構造物を腐食したり、
あるいは地下水の水質変化を生じる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,
Organic acids and esters such as ethylene carbonate have been used. However, the method using water glass has a problem in durability and the like, as already introduced in a large number of documents, and is recognized only as a temporary material. 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, those prepared to be acidic are those produced by the reaction between water glass and a curing agent.
Water-soluble salts such as a 2 SO 4 will be eluted even after the chemical solution has solidified, and therefore, may corrode underground structures,
Alternatively, there is an environmental problem such as a change in groundwater quality.

【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(特公平7−10977号公報)、珪酸のコロイド
溶液と酸とアルカリ金属中性塩を混合して得られる地盤
注入用薬液(特公昭64−8677号公報)、水ガラス
と酸性反応剤を混合して得られる酸性シリカゾルと珪酸
のコロイド溶液からなる地盤注入材(特公平6−744
21号公報)等が提案されている。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、通常イオン交換樹脂に珪酸ソーダを通し
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10〜20nmのものが通常用いられてい
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). Gazette), a liquid for ground injection composed of an acidic colloidal silica obtained by mixing a colloidal solution of silicic acid and an acidic reactant and water glass (Japanese Patent Publication No. 7-10977), a colloidal solution of silicic acid, an acid and an alkali metal For ground injection obtained by mixing a water-soluble salt (Japanese Patent Publication No. 64-8677), and a ground injection material comprising a colloidal solution of silica and silicate obtained by mixing water glass and an acid reactant (Japanese Patent Publication No. Hei 6-86). -744
No. 21) has been proposed. The colloidal silica referred to here is a commercial product generally referred to as silica sol, which is generally obtained by stabilizing activated silicic acid obtained by passing sodium silicate through an ion exchange resin by heating or the like. Thicknesses of up to 20 nm are usually used.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、これら
のコロイダルシリカを主剤とした地盤注入材は、耐久性
に問題はないが、実用的な固結強度を示すためには、高
濃度のシリカ成分を必要とするだけでなく、前記したよ
うにコロイダルシリカは、活性珪酸を煩雑な操作により
安定化したものであり、工業的には製造工程が複雑とな
り不利である。又、地盤改良のための注入工法は、その
使用状況によって固結するゲル化時間が短いものから極
めて長い時間のものまで必要になる。例えば、地盤の極
めて不安定な箇所を施行する場合には短時間で固結する
工法が必要であり、構造物の下部の地盤の改良の場合に
は、その周囲から薬液を注入して構造物の下部まで浸透
させて改良するため長い固結時間のものが必要となる。
従って、本発明は、ゲル化時間の設定が容易で、固結耐
久性に優れ、地下水の汚染や地下構造物の腐蝕のおそれ
のない地盤注入用薬液を提供することを目的とする。
However, these ground injection materials containing colloidal silica as a main component have no problem in durability, but in order to exhibit practical consolidation strength, a high-concentration silica component is required. In addition to the necessity, colloidal silica is obtained by stabilizing active silicic acid by a complicated operation as described above, and is disadvantageous because the production process is industrially complicated. In addition, an injection method for ground improvement requires a gelling time for solidifying which is short to an extremely long one depending on the condition of use. For example, when performing extremely unstable parts of the ground, a method of solidifying in a short time is required.When improving the ground below the structure, a chemical solution is injected from around the structure to improve the structure. A long consolidation time is required to penetrate and improve the lower part of the steel.
Therefore, an object of the present invention is to provide a chemical solution for injecting ground into which the gelation time can be easily set, the solidification durability is excellent, and there is no risk of contamination of groundwater or corrosion of the underground structure.

【0005】[0005]

【課題を解決するための手段】本発明は、このような目
的を達成する地盤注入用薬液であり、具体的には活性珪
酸水溶液と水ガラスとを有効成分とする地盤注入用薬液
である。
SUMMARY OF THE INVENTION The present invention relates to a ground injection chemical solution which achieves the above object, and more specifically, to a ground injection liquid solution containing an active silicic acid aqueous solution and water glass as effective components.

【0006】[0006]

【発明の実施の形態】以下、本発明を詳細に説明する。
本発明の地盤注入用薬液は、主剤としての活性珪酸水溶
液と、硬化剤としての水ガラスを有効成分とするところ
に特徴がある。本発明で使用する活性珪酸水溶液は、コ
ロイダルシリカの前駆体と言うべき、不安定な珪酸水溶
液で、珪酸ソーダなどの水溶性珪酸塩をイオン交換法、
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
を含有しないものである。物性的には、該水溶液のpH
2〜4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1000以下
の珪酸水溶液で、平均分子径がコロイダルシリカより微
細な1〜2nmの珪酸縮合体を含有する珪酸水溶液で、
SiOの濃度が12重量%以下、好ましくは、2〜1
0重量%以下のものが好ましい。本発明で使用する活性
珪酸水溶液のpHは、4未満、好ましくは2以下が好ま
しい。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail.
The chemical solution for ground injection according to the present invention is characterized in that an active silicic acid aqueous solution as a main agent and water glass as a curing agent are used as active ingredients. The active silicic acid aqueous solution used in the present invention is an unstable silicic acid aqueous solution which should be called a precursor of colloidal silica, and a water-soluble silicate such as sodium silicate is subjected to an ion exchange method.
It is obtained by removing alkali ions by electrophoresis, electrodialysis, or the like, and the aqueous solution does not substantially contain a salt. Physically, the pH of the aqueous solution
2 to 4 silicic acid atoms in an aqueous solution having at least one silanol group capable of participating in condensation and having an average molecular diameter of 1 to 2 nm which is finer than colloidal silica in a silicic acid aqueous solution having a molecular weight of 1,000 or less. An aqueous solution of silicic acid containing the body,
The concentration of SiO 2 is 12% by weight or less, preferably 2 to 1%.
Those having 0% by weight or less are preferred. The pH of the active silicic acid aqueous solution used in the present invention is preferably less than 4, preferably 2 or less.

【0007】本発明では、該活性珪酸水溶液に酸性反応
剤を加えて、pHを2以下に調製した活性珪酸水溶液を
用いることが好ましい。このように、活性珪酸水溶液に
酸性反応剤を加えてpH2以下とすると、長時間安定で
あり、必ずしも現場で製造しなくてもよく、工場で生産
することができる。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、この中で、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。
In the present invention, it is preferable to use an active silicic acid aqueous solution whose pH is adjusted to 2 or less by adding an acidic reactant to the active silicic acid aqueous solution. When the pH of the active silicic acid aqueous solution is adjusted to 2 or less by adding an acidic reactant to the active silicic acid aqueous solution in this way, it is stable for a long time, and it is not always necessary to produce it on site, and it can be produced in a factory. As the acidic reactant, for example, sulfuric acid,
Examples thereof include inorganic acids such as hydrochloric acid and phosphoric acid, and organic acids such as citric acid and gluconic acid. Among them, phosphoric acid, which has a small influence of corrosion on the structure, is particularly preferably used.

【0008】本発明の活性珪酸水溶液は、酸性シリカゾ
ルやコロイダルシリカとは異なるものである。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、通常数nm〜数十nm
の粒子径を持ち、pHは4〜10のものであり、ゾル状
態、即ちコロイド粒子が液体に分散していて流動性を示
している状態のものを言う。
The active silicic acid aqueous solution of the present invention is different from acidic silica sol and colloidal silica. 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 several nm to several tens nm
Having a particle diameter of 4 to 10 and a sol state, that is, a state in which colloid particles are dispersed in a liquid and exhibit fluidity.

【0009】本発明で使用する水ガラスとしては、特に
限定はなく、例えばJIS K1408号に規定する珪
酸ソーダ3号及び同珪酸ソーダ4号(以下、JIS珪酸
ソーダ3号及びJIS珪酸ソーダ4号という)等を用い
ることができる。また、活性珪酸水溶液の製造の際に、
イオン交換樹脂から一部分イオン交換されて排出される
珪酸ソーダ水溶液を用いてもよい。
The water glass used in the present invention is not particularly limited. For example, sodium silicate No. 3 and sodium silicate 4 specified in JIS K1408 (hereinafter referred to as JIS sodium silicate 3 and JIS sodium silicate 4). ) Etc. can be used. Also, when producing an aqueous solution of activated silicic acid,
An aqueous sodium silicate solution that is partially ion-exchanged from the ion-exchange resin and discharged may be used.

【0010】本発明の地盤注入用薬液では、活性珪酸水
溶液に対する水ガラスの配合割合は、活性珪酸水溶液中
の全SiOの量を基準として、その25〜300wt
%、好ましくは30〜250wt%であり、また、この
2成分の配合比率を変えることによってゲル化時間を任
意に、幅広く変えることができるので、所望のゲル化時
間に合わせてこの2成分の配合割合を設定することがで
きる。この薬液はpHが低くなるに従って、ゲル化時間
が長くなる傾向があり、ホモゲル(地盤注入前の状態で
薬液を反応させて固化させたゲル)のゲル化時間は、1
5分から300時間まで設定が可能である。
In the chemical solution for injection into the ground of the present invention, the mixing ratio of water glass to the aqueous solution of activated silica is 25 to 300 wt% based on the total amount of SiO 2 in the aqueous solution of activated silica.
%, Preferably 30 to 250 wt%, and the gelation time can be changed arbitrarily and widely by changing the compounding ratio of the two components. You can set the percentage. The gelling time of this chemical solution tends to increase as the pH decreases, and the gelation time of a homogel (a gel solidified by reacting the chemical solution before injection into the ground) is 1
It can be set from 5 minutes to 300 hours.

【0011】本発明では、上記2成分の他に、助剤とし
てアルカリ金属、アルカリ土類金属、アルミニウムの炭
酸塩、酸性炭酸塩、硫酸塩、酸性硫酸塩、塩化物等の塩
類、アルカリ金属、アルカリ土類金属、アルミニウムの
水酸化物、または水中で水酸化物となるこれらの金属酸
化物等が配合されていても差し支えない。本発明では、
更に、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、N,N'ジブチルチオ尿素、
N,N'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
ウムクロライド金属等の腐食防止剤、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。
In the present invention, in addition to the above two components, auxiliary agents such as salts of alkali metals, alkaline earth metals, aluminum carbonates, acid carbonates, sulfates, acid sulfates, chlorides, alkali metals, Alkaline earth metals, hydroxides of aluminum, or these metal oxides that become hydroxides in water may be blended. In the present invention,
Further, sequestering materials such as EDTA, polyphosphate, polycarboxylic acid, N, N'dibutylthiourea,
N, N'diethylthiourea, dibenzylsulfoxide,
A corrosion inhibitor such as N-dodecylpyridium chloride and N-cetylpyridium chloride metal, and a polymerization inhibitor of silicate ions such as ethylene glycol, diethylene glycol, glycerin, casein, and urea may be blended.

【0012】本発明に係る地盤注入用薬液は、従来の酸
性液中に水ガラスを加えて得られる酸性珪酸水溶液を用
いたグラウトに比べて、耐久性に優れるだけでなく環境
上の問題が生じない。また、コロイダルシリカを主剤と
したグラウとに比べて、低濃度のSiOで、高い固結
強度のものが得られ、任意にゲル化時間を設定できる。
このような特徴を有するので、本発明の地盤注入用薬液
は、基礎地盤の支持力の増加、地山の強化、堤防やトン
ネル等の止水工事等の耐久性を必要とする目的に、さら
には、注入して数年経過後に堀削するような長期仮設工
事においても適用でき、従来のグラウト以上に浸透性が
よく、固結強度が一層優れ二次汚染が少ないものであ
る。
[0012] Compared with the conventional grout using an aqueous solution of acidic silicic acid obtained by adding water glass to an acidic solution, the chemical solution for ground injection according to the present invention not only has excellent durability but also causes environmental problems. Absent. In addition, compared with a glaucoma containing colloidal silica as a main component, a low-concentration SiO 2 and a high consolidation strength can be obtained, and the gelation time can be arbitrarily set.
Due to such features, the ground injection chemical liquid of the present invention is further required for the purpose of increasing durability of the foundation ground, strengthening the ground, and requiring durability such as waterproofing work for embankments and tunnels. Can be applied to long-term temporary works such as excavating several years after pouring, has better permeability than conventional grout, has better consolidation strength, and has less secondary pollution.

【0013】[0013]

【実施例】以下、本発明を実施例により詳細に説明する
が、本発明はこれらに限定されるものではない。尚、各
実施例中、%は重量パーセントである。 <活性珪酸水溶液の調製>JIS珪酸ソーダ3号を水で
希釈して、SiO濃度を3%に調製した珪酸ソーダ水
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)1000m
L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。
The present invention will be described below in more detail with reference to examples, but the present invention is not limited to these examples. In addition, in each Example,% is weight percent. <Preparation of Active Silicic Acid Aqueous Solution> 1500 mL of a sodium silicate aqueous solution prepared by diluting JIS Sodium Silicate No. 3 with water to adjust the concentration of SiO 2 to 3% was prepared using a cation exchange resin (Amberlite IR 120B; manufactured by Organo Corporation). ) 1000m
L to obtain an aqueous solution of activated silicic acid. The pH of this aqueous solution was 2.5.

【0014】実施例1〜11:上記で得た活性珪酸水溶
液と15%リン酸水溶液、水ガラス(JIS珪酸ソーダ
3号の20%溶液)を用いて、表1に示す組成のA液及
びB液を調製した。このA液とB液を混合して得た地盤
注入用薬液のpH及びSiO濃度を表1に示す。
Examples 1 to 11: Using the active silicic acid aqueous solution obtained above, a 15% aqueous phosphoric acid solution, and water glass (20% solution of JIS sodium silicate 3), liquids A and B having the compositions shown in Table 1 A liquid was prepared. Table 1 shows the pH and the SiO 2 concentration of the ground injection chemical solution obtained by mixing the solution A and the solution B.

【0015】比較例1〜8:同様に、30%濃度のコロ
イダルシリカと15%リン酸水溶液、水ガラス(JIS
珪酸ソーダ3号の20%溶液)を用いて、表2に示す組
成のA液及びB液を調製した。このA液とB液を混合し
て得た地盤注入用薬液のpH及びSiO濃度を表2に
示す。
Comparative Examples 1 to 8: Similarly, 30% colloidal silica, 15% phosphoric acid aqueous solution, water glass (JIS
Solution A and Solution B having the compositions shown in Table 2 were prepared using sodium silicate No. 3 (20% solution). Table 2 shows the pH and SiO 2 concentration of the ground injection chemical solution obtained by mixing the solution A and the solution B.

【0016】[0016]

【表1】 [Table 1]

【0017】[0017]

【表2】 [Table 2]

【0018】<ホモゲルのゲル化時間の測定>実施例1
〜11及び比較例1〜8で調製したA液及びB液を混合
した薬液をそれぞれ容器に移して室温でゲル化反応を行
い、ホモゲルが得られるまでのゲル化時間を測定した。
その結果を表3に示す。なお、ゲル化時間は、薬液を混
合後、容器を傾けても中の薬液が流動しなくなった状態
までの時間とした。
<Measurement of gel time of homogel> Example 1
Each of the drug solutions prepared by mixing Solution A and Solution B prepared in Comparative Examples 1 to 8 and Comparative Examples 1 to 8 was transferred to a container, and a gelation reaction was performed at room temperature. The gelation time until a homogel was obtained was measured.
Table 3 shows the results. The gelation time was defined as the time from mixing of the chemicals to the state in which the chemicals inside no longer flow even when the container was tilted.

【0019】<サンドゲルの一軸圧縮強度の測定>ま
た、実施例1〜11及び比較例1〜8で調製したA液及
びB液を混合した薬液100mLを、5cmΦ×20c
mLの型枠に豊浦標準砂を10cmの高さまで詰めた砂
層に注ぎ入れ、砂層の固化反応を行った(サンドゲ
ル)。薬液の注入1日後、7日後、28日後のサンドゲ
ルの一軸圧縮強度をJISA1216に準じて測定し
た。その結果を表3に示す。
<Measurement of Unconfined Compressive Strength of Sand Gel> Also, 100 mL of the chemical solution prepared by mixing the solution A and the solution B prepared in Examples 1 to 11 and Comparative Examples 1 to 8 was added to 5 cmΦ × 20 c
The Toura standard sand was poured into a mold having a capacity of 10 cm and poured into a sand layer, and a solidification reaction of the sand layer was performed (sand gel). One day, 7 days, and 28 days after the injection of the drug solution, the uniaxial compressive strength of the sand gel was measured according to JIS A1216. Table 3 shows the results.

【0020】[0020]

【表3】 [Table 3]

【0021】尚、実施例2,10、11及び比較例7,
8のサンプルについては、1日後はまだ固化が完了せず
一軸圧縮強度は測定できなかった。実施例7、8及び9
のサンプルはゲル化時間のみを測定した。表3の結果よ
り、本発明の地盤注入用薬液は、コロイダルシリカ−水
ガラス系のグラウトに比べて、低濃度のSiO濃度
で、実用的な固結砂の強度を得ることができる上、ゲル
化時間を水ガラスの配合割合やpHにより任意に設定す
ることができる。
Examples 2, 10, 11 and Comparative Examples 7,
Regarding the sample No. 8, the solidification was not completed yet after one day, and the uniaxial compressive strength could not be measured. Examples 7, 8 and 9
In the samples of the above, only the gel time was measured. From the results in Table 3, the chemical solution for ground injection according to the present invention can obtain practically-consolidated sand strength at a lower concentration of SiO 2 than the colloidal silica-water glass grout. The gelation time can be arbitrarily set depending on the mixing ratio of the water glass and the pH.

【0022】[0022]

【発明の効果】上記したとおり、本発明の地盤注入用薬
液は、活性珪酸水溶液と水ガラスとを有効成分とし、従
来のコロイダルシリカ系グラウトと比べ、より低濃度の
SiO2濃度でも、実用的な固結砂の固結強度が得ら
れ、ゲル化時間を数分から数日の範囲で任意にかつ容易
に設定できる。また、コロイダルシリカ系グラウトより
簡単な工程、装置で製造できるのでコロイダルシリカ系
の薬液よりも大量、安価に供給可能となる。更に、水ガ
ラス系薬液よりもアルカリ含有量を少なくできるので、
それだけ耐久性に勝る。従って、基礎地盤の支持力の増
加、地山の強化、堤防やトンネル等の止水工事等の耐久
性を要する工事、さらに注入後、数年経過後に堀削する
ような長期仮設工事においても適用でき、従来のグラフ
ト以上に浸透性がよく、固結強度が一層優れ二次汚染も
少ない。
As described above, the chemical solution for ground injection according to the present invention contains an active silicic acid aqueous solution and water glass as effective components, and is practically usable even at a lower SiO2 concentration than conventional colloidal silica grout. The consolidated strength of the consolidated sand is obtained, and the gel time can be arbitrarily and easily set within a range from several minutes to several days. In addition, since it can be manufactured by a simpler process and apparatus than a colloidal silica grout, it can be supplied in a larger amount and at a lower cost than a colloidal silica chemical. Furthermore, since the alkali content can be reduced as compared with the water glass type chemical solution,
It surpasses durability. Therefore, it can also be applied to long-term temporary construction such as increasing the bearing capacity of the foundation ground, strengthening the ground, waterproofing works such as embankments and tunnels, and excavating and excavating several years after injection. It has better penetration than conventional grafts, and has better consolidation strength and less secondary contamination.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 関根 彰 東京都江東区亀戸9丁目11番1号 日本化 学工業株式会社研究開発本部内 (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 学工業株式会社研究開発本部内 (72)発明者 阿部 康弘 東京都江東区亀戸9丁目11番1号 日本化 学工業株式会社研究開発本部内 (72)発明者 金田 嘉郎 東京都江東区亀戸9丁目11番1号 日本化 学工業株式会社研究開発本部内 Fターム(参考) 2D040 AA04 AB01 BB09 CA02 CA10 CB03 CC01 4H026 CA03 CB01 CB06 CB08  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Akira Sekine 9-11-1, Kameido, Koto-ku, Tokyo Nippon Kagaku Kogyo Co., Ltd. Research and Development Headquarters (72) Inventor Shigeru Tsukahara 9-11 Kameido, Koto-ku, Tokyo No. 1 Nippon Kagaku Kogyo Co., Ltd. Research and Development Headquarters (72) Inventor Yasuhiro Abe 9-11-1, Kameido, Koto-ku, Tokyo Nippon Kagaku Kogyo Co., Ltd. Research and Development Headquarters (72) Inventor Yoshiro Kaneda Tokyo 9-11-1, Kameido, Koto-ku F-term in the Research & Development Division of Nippon Kagaku Kogyo Co., Ltd. 2D040 AA04 AB01 BB09 CA02 CA10 CB03 CC01 4H026 CA03 CB01 CB06 CB08

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 活性珪酸水溶液と、水ガラスを有効成分
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 water glass as active ingredients.
【請求項2】 水ガラスの配合割合が、活性珪酸水溶液
中のSiOの25〜300重量%である請求項1記載
の地盤注入用薬液。
2. The chemical liquid for injecting ground according to claim 1, wherein the mixing ratio of the water glass is 25 to 300% by weight of SiO 2 in the aqueous solution of activated silicic acid.
【請求項3】 活性珪酸水溶液のpHが4以下である請
求項1又は2記載の地盤注入用薬液。
3. The chemical for injection into the ground according to claim 1, wherein the pH of the aqueous solution of activated silicic acid is 4 or less.
【請求項4】 さらに酸性反応剤を含有するものである
請求項1ないし4のいづれかに記載の地盤注入用薬液。
4. The ground injection chemical according to claim 1, further comprising an acidic reactant.
【請求項5】 酸性反応剤が、硫酸、塩酸、リン酸、ク
エン酸、グルコン酸から選ばれる1種又は2種以上のも
のである請求項4記載の地盤注入用薬液。
5. The chemical for ground injection according to claim 4, wherein the acidic reactant is one or more kinds selected from sulfuric acid, hydrochloric acid, phosphoric acid, citric acid, and gluconic acid.
JP28761298A 1998-10-09 1998-10-09 Chemical liquid to be injected in soil Pending JP2000109835A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28761298A JP2000109835A (en) 1998-10-09 1998-10-09 Chemical liquid to be injected in soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28761298A JP2000109835A (en) 1998-10-09 1998-10-09 Chemical liquid to be injected in soil

Publications (2)

Publication Number Publication Date
JP2000109835A true JP2000109835A (en) 2000-04-18
JP2000109835A5 JP2000109835A5 (en) 2005-09-29

Family

ID=17719534

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002155279A (en) * 2000-11-22 2002-05-28 Nagoya Cullet Kk Method for hardening ground
JP2009249466A (en) * 2008-04-03 2009-10-29 Adeka Corp Heavy metal insolubilizing agent and soil decontamination method using it
JP2012012483A (en) * 2010-06-30 2012-01-19 Nippon Chem Ind Co Ltd Grout material for grouting and grouting method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002155279A (en) * 2000-11-22 2002-05-28 Nagoya Cullet Kk Method for hardening ground
JP4507393B2 (en) * 2000-11-22 2010-07-21 名古屋カレット株式会社 Ground hardening method
JP2009249466A (en) * 2008-04-03 2009-10-29 Adeka Corp Heavy metal insolubilizing agent and soil decontamination method using it
JP2012012483A (en) * 2010-06-30 2012-01-19 Nippon Chem Ind Co Ltd Grout material for grouting and grouting method

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