JPS59184283A - Curable composition - Google Patents

Curable composition

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Publication number
JPS59184283A
JPS59184283A JP58059486A JP5948683A JPS59184283A JP S59184283 A JPS59184283 A JP S59184283A JP 58059486 A JP58059486 A JP 58059486A JP 5948683 A JP5948683 A JP 5948683A JP S59184283 A JPS59184283 A JP S59184283A
Authority
JP
Japan
Prior art keywords
silicic acid
concentration
colloidal silicic
cement
water glass
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
JP58059486A
Other languages
Japanese (ja)
Inventor
Shunsuke Shimada
俊介 島田
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.)
Kyokado Engineering Co Ltd
Original Assignee
Kyokado Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kyokado Engineering Co Ltd filed Critical Kyokado Engineering Co Ltd
Priority to JP58059486A priority Critical patent/JPS59184283A/en
Publication of JPS59184283A publication Critical patent/JPS59184283A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide a curable composition containing cement or lime and colloidal silicic acid, with the concentration of SiO2 derived from the colloidal silicic acid adjuted within a specified range, which retains fluidity for a long time in pouring operation and flows only in a predetermined region. CONSTITUTION:The composition contains cement or lime and colloidal silicic acid, with the concentration of SiO2 derived from the colloidal silicic acid being adjusted to 0.01-0.3mol/l. When the concentration of SiO2 excees 0.3mol/l, the liquid mixture instantly forms non-flowing gel while when it is lower than 0.01mol/l, no distinct gelation takes place. The colloidal silicic acid (silica gel) is obtained by removing or minimizing Na ion from water glass, e.g., by passing the glass through an ion exchange resin or neutralizing it with sulfuric acid, followed by removal of Na and sulfuric acid ions.

Description

【発明の詳細な説明】 〔発明の属する技術分野〕 本発明は地盤注入材として用いられる硬化性組成物に係
り、特にうら込め圧入、泥水工法あるいは吹付等に用い
られる自硬性泥水に適した硬化性組成物に関する。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a curable composition used as a ground injection material, and particularly to a curable composition suitable for self-hardening muddy water used in downfill press-fitting, muddy water construction methods, spraying, etc. The present invention relates to sexual compositions.

〔従来技術とその問題点〕[Prior art and its problems]

この種の地盤注入用硬化性組成物として、従来、セメン
ト懸濁液、セメント−ベントナイト懸濁液あるいは水力
ラス−セメント混合液等が用いられてきた。しかるにセ
メント懸濁液やセメント−ベントナイト液をうら込め注
入に用いる場合、固結時間が長いため逸脱しやすく、必
要な領域のみを填充固結せしめる事は困難であった。
Cement suspensions, cement-bentonite suspensions, hydraulic lath-cement mixtures, and the like have conventionally been used as this type of curable composition for ground injection. However, when a cement suspension or a cement-bentonite liquid is used for filling and injecting, the solidification time is long, so it is easy to deviate, and it is difficult to fill and solidify only the necessary areas.

たとえば、うら込め注入の場合、空隙を100%填充す
ることが必要であるが、セメント−ベントナイト懸濁液
やセメント懸濁液を用いた場合、固結時間が長いため1
00%空隙を填充しようとすると大量の注入液を送液せ
ねばならす、このため必要な領域以外まで注入液が逸脱
して用水の中に注入したシしてアルカリ公害を引き起す
等の問題を生じ、又注入後懸濁液が沈降し、固結物が収
縮して空隙が残存し、このためトンネル等施工において
地表面が沈下する等の問題を生ずる0又固結物が収縮す
ると共にアルカリ性の強い離漿水が生じて、それが周辺
地下水をアルカリに汚染するという問題を生ずる。
For example, in the case of backfill injection, it is necessary to fill the voids 100%, but when cement-bentonite suspension or cement suspension is used, the solidification time is long, so
In order to fill 00% voids, it is necessary to send a large amount of injection liquid, which causes problems such as the injection liquid deviating to areas other than the required area and being injected into the water supply, causing alkaline pollution. After injection, the suspension settles and the solids shrink, leaving voids, which causes problems such as subsidence of the ground surface during tunnel construction.Also, the solids shrink and become alkaline. Strong syneresis water is generated, which causes the problem of contaminating the surrounding groundwater with alkalinity.

〔発明の目的〕[Purpose of the invention]

本発明の目的は注入作業時に長時間にわたる流動性を有
するとともに、所定の領域のみに流動し、かつ同化後の
プリージングを生ぜすさらに地下水をアルカリ性に汚染
しにくい硬化性組成物を提供することにある。
An object of the present invention is to provide a curable composition that has fluidity over a long period of time during injection work, flows only in a predetermined area, causes pleasing after assimilation, and is less likely to contaminate groundwater with alkalinity. be.

〔発明の要点〕[Key points of the invention]

前述の目的を達成するため、本発明によれば、セメント
または石灰と、珪酸コロイドとを含み、前記珪酸コロイ
ドに起因するSiO2分の濃度を0.01〜0.3モル
/lの範囲に調整してなることを特徴とする。
In order to achieve the above object, the present invention includes cement or lime and a silicate colloid, and adjusts the concentration of SiO2 caused by the silicate colloid to a range of 0.01 to 0.3 mol/l. It is characterized by:

〔発明の詳細な説明〕[Detailed description of the invention]

一般に、セメントまたは石灰の懸濁液に水ガラス水溶液
を混合した場合、混合液の水ガラス濃度が高ければ、直
ちにゲル化するが、その固結物は水ガラスに基因するア
ルカリを長期にわたって溶出する。ここで水ガラスの量
を序々に少なくすればゲル化時間は長くなるが、そのま
ま放置しておくとゲル化に到るまでに懸濁液が沈澱して
二層に分離してしまい固結物全体が一定の強度を保持し
えなくなる0更に水ガラス濃度が少なくなると液・、 
       全体がゲル化せず、沈降したセメントt
たは石灰のみが固化してしまう。
Generally, when a cement or lime suspension is mixed with an aqueous water glass solution, if the water glass concentration in the mixture is high, it will gel immediately, but the alkali caused by the water glass will elute from the solidified material over a long period of time. . If the amount of water glass is gradually reduced, the gelation time will become longer, but if left as is, the suspension will precipitate and separate into two layers by the time it reaches gelation, resulting in caking. If the water glass concentration decreases, the whole will not be able to maintain a constant strength.
Cement that did not gel completely and settled
Otherwise, only the lime solidifies.

これに対して本発明は前記懸濁液と珪酸コロイドを混合
し、この混合液中の珪酸コロイドに起因する5IO2の
濃度を0.01〜0.3モル/lに定めることにょシ前
述の欠点を改良したものである。
In contrast, the present invention mixes the suspension and the silicic acid colloid, and sets the concentration of 5IO2 caused by the silicic acid colloid in the mixed liquid to 0.01 to 0.3 mol/l. This is an improved version of .

SiO2濃度が0.3モル/lよシも大きい場合、前記
混合液は直ちに流動不能のゲルが生じてしまって不適で
あシ、また、SiO2濃度が001モル/lよシも小さ
い場合には明白なゲル化を起こさない。
If the SiO2 concentration is as high as 0.3 mol/l, the mixture immediately forms a non-flowable gel and is unsuitable; No obvious gelation occurs.

本発明に用いられる前記珪酸コロイド(シリカゾル)と
は水ガラスからNaイオンを除去あるいは低減したもの
であって、例えば、水ガラスをイオン交換樹脂に通して
水ガラス中のNaイオンを除去するかあるいは水ガラス
を硫酸で中和してのちNaイオンや硫酸イオン除去して
得られる。
The silicic acid colloid (silica sol) used in the present invention is obtained by removing or reducing Na ions from water glass, for example, by passing the water glass through an ion exchange resin to remove Na ions from the water glass, or It is obtained by neutralizing water glass with sulfuric acid and then removing Na ions and sulfate ions.

−例を示せばゼオライト系陽イオン交換体、アンモニウ
ム系イオン交換体などのイオン交換樹脂に水ガラスを通
過させ、生成したシリカゾルを80℃〜90℃の温度で
さらに水ガラスに加え、再び前記イオン交換樹脂に通過
してイオン交換を行なって得られるものであシ、比較釣
線すいな(稀薄な)シリカゾルが得られる。さらに純“
すいな7リカゾルを得るには前述の稀薄なシリカゾルを
微アルカリ性に調整し、これにさらに前述のシリカゾル
を加えながら蒸発し、安定化と濃縮を同時に行なう方法
、あるいは、イオン交換後の活性シリカゾルを適当なア
ルカリの下に加熱し、これにさらに活性シリカゾルを加
えて安定化する方法も用いられるO 本発明における珪酸コロイド溶液は金属イオン例えばN
aイオンが殆んど分離除去されておバかつモル比が10
以上である0好ましくは通常、PHが8〜lOの弱アル
カリ性に調整され、かつ8i02の含有量が10〜60
%(重量)、モル比(8i0z/ NazO)が刃以上
に調整されたものである。モル比が10より低くなると
珪酸コロイドは溶けてし1い、搏酸塩の水溶液になって
しまう0もちろん、酸やアルミニウムやアンモニウムな
どで安定化して得た酸性〜中性の珪酸コロイドを用いる
こともできる0また、珪酸コロイドの粒径はほぼ6〜5
0mμが主体となり、との粒径が5Qmμ以上になると
沈澱しやすくなる。
- For example, water glass is passed through an ion exchange resin such as a zeolite-based cation exchanger or an ammonium-based ion exchanger, and the generated silica sol is further added to the water glass at a temperature of 80°C to 90°C, and the ion exchanger is again added to the water glass. It is obtained by passing it through an exchange resin to perform ion exchange, and a comparatively thin (dilute) silica sol is obtained. Even more pure “
In order to obtain Suina 7 Likasol, the above-mentioned dilute silica sol is adjusted to slightly alkaline, and the above-mentioned silica sol is further added to it while evaporating to stabilize and concentrate at the same time, or the activated silica sol after ion exchange is A method in which the silicic acid colloidal solution in the present invention is stabilized by heating under a suitable alkali and further adding activated silica sol is also used.
Most of the a ions have been separated and removed, and the molar ratio is 10.
Preferably, the pH is usually adjusted to a weak alkalinity of 8 to 1O, and the content of 8i02 is 10 to 60.
% (weight) and molar ratio (8ioz/NazO) are adjusted to be higher than that of the blade. If the molar ratio is lower than 10, the silicic acid colloid will dissolve and become an aqueous solution of oxalate. Of course, use an acidic to neutral silicic acid colloid stabilized with acid, aluminum, ammonium, etc. Also, the particle size of silicic acid colloid is approximately 6 to 5.
The main particle size is 0 mμ, and when the particle size is 5Qmμ or more, precipitation tends to occur.

通常、珪酸コロイドはモル比(S io2/Na2O)
がは’; 100Q〜10であり、PH値が8〜10で
あることがコロイドの安定上望ましい。
Usually, silicic acid colloid has a molar ratio (S io2/Na2O)
GAHA'; 100Q to 10, and a pH value of 8 to 10 is desirable for stability of the colloid.

なお、本発明におけるセメントまたは石灰と珪酸コロイ
ドとの混合液のプリージング現象と珪酸コロイド量との
関係を示せば、プリージングはSiO2濃度が0.01
モル/lよシも小さいときには大きく、またSiO2濃
度が増大するにつれて大幅に減少する。
In addition, if we show the relationship between the pleating phenomenon of the mixed liquid of cement or lime and silicate colloid and the amount of silicate colloid in the present invention, pleating occurs when the SiO2 concentration is 0.01.
It is large when the mol/l value is small, and decreases significantly as the SiO2 concentration increases.

本発明における上記混合液は配合直後直ちにゲル状にな
るが、上記濃度の範囲では外力を加えれば流動性が生ず
る。このため裏込め注入においてポンプで圧入されてい
る間は流動性があり、所定量流入してポンプを停止する
と直ちにゲル状になってその領域外には流出せず、しか
もプリージングはほとんど生じない。
The above-mentioned liquid mixture in the present invention becomes gel-like immediately after being blended, but within the above-mentioned concentration range, it becomes fluid when external force is applied. For this reason, it has fluidity while being press-fitted by a pump in backfill injection, and as soon as a predetermined amount has flowed in and the pump is stopped, it becomes gel-like and does not flow out of that area, and moreover, almost no pleating occurs.

このため、圧入物は所定領域において空隙をほぼ100
%近く填充したまま、逸脱するおそれがなく、かつ固化
するまでプリージングを生じないというすぐれた特性を
有する。
For this reason, the injected material reduces the voids by approximately 100 in a given area.
It has the excellent properties of not causing any risk of deviation even when it is filled to nearly 20%, and does not cause precipitate until it solidifies.

なお、水ガラスと硫酸等の酸とを混合してPH値を中性
ないしは酸性に調整した配合液と、セメントや石灰を有
効成分上する懸濁液を混会す7″!I組成物が知られて
いるが、水ガラスと前記酸は反応が敏感なため混合量の
わずかの差でPHが大巾に変動し中性に調整するのが困
難で酸性になシやすい0 また、酸性の水ガラスとセメントを混合すると、セメン
トの水硬性が阻害され、高い強度を得ることが困難であ
る。特に504−等の鉱酸のイオンはセメントの硬化に
好ましくない。
In addition, the 7''!I composition is a mixture of a liquid mixture whose pH value is adjusted to neutral or acidic by mixing water glass and an acid such as sulfuric acid, and a suspension containing cement and lime as active ingredients. It is known that the reaction between water glass and the above-mentioned acids is sensitive, so a slight difference in the amount of mixture will cause the pH to fluctuate widely, making it difficult to adjust to neutrality and easily becoming acidic. When water glass and cement are mixed, the hydraulic properties of the cement are inhibited, making it difficult to obtain high strength.In particular, ions of mineral acids such as 504- are unfavorable for cement hardening.

これに対して、本発明における珪酸コロイドはPHが中
性、あるいは弱アルカリ性ないしは弱酸性に調整されて
いるので、セメントの水硬性あるいは石灰との反応性を
阻害することなく、高い固結強度を得ることができる。
In contrast, the pH of the silicic acid colloid used in the present invention is adjusted to be neutral, weakly alkaline, or weakly acidic, so it can achieve high consolidation strength without impairing the hydraulic properties of cement or its reactivity with lime. Obtainable.

さらに珪酸コロイドは注入地盤の水質保全の面からもす
ぐれている01′         第1図は珪酸コロ
イドOPH値とゲル化時間との関係、ならび釦水ガラス
と酸の混合液のPH値とゲル化時間との関係をそれぞれ
示すグラフである0第1図中、a、bは珪酸コロイドに
係る曲線であって5iOzの濃度がそれぞれ0.1モル
/lおよび015モル/lである。また、a、、dは水
ガラスと硫酸の混合液に係る曲線であって、5i02の
濃度がそれぞれ0.1モル/lならびに0.15モル/
lである。
In addition, silicic acid colloid is excellent in terms of water quality maintenance in the ground where it is poured.01' Figure 1 shows the relationship between silicic acid colloid OPH value and gelling time, and the PH value and gelling time of a mixed solution of silicate water glass and acid. In FIG. 1, which is a graph showing the relationship between the 0. In addition, a, d are curves related to a mixed solution of water glass and sulfuric acid, and the concentrations of 5i02 are 0.1 mol/l and 0.15 mol/l, respectively.
It is l.

以下、本発明を各種実験データを示すことによりさらに
詳細に説明する。
Hereinafter, the present invention will be explained in more detail by showing various experimental data.

実験に用いた珪酸コロイドは表−1に示されるものであ
る。
The silicic acid colloids used in the experiment are shown in Table-1.

表−1 珪酸コロイドを用いた場合、慌酸や硫酸塩水溶液に水ガ
ラスを添加してなる珪酸水溶液を用いた場合、および水
ガラスを単独で用いた場合における固結率、強度試験お
よび流動性の試験結果を表2〜表6に示す。各表中に示
される固結率とは混合の後静止したまま放置しておき、
固化後の懸濁物の固化部分の固結率を示す。
Table-1 Consolidation rate, strength test, and fluidity when using silicic acid colloid, when using a silicic acid aqueous solution prepared by adding water glass to panic acid or sulfate aqueous solution, and when using water glass alone The test results are shown in Tables 2 to 6. The solidification rate shown in each table refers to the solidification rate when the mixture is left stationary after mixing.
The solidification rate of the solidified portion of the suspension after solidification is shown.

例えば、固化率100%とは懸濁物が全く沈澱しないま
ま固結したことを示し、また、固結率70%とは懸濁物
が沈澱して表面から3割の高さの範囲は未固結かあるい
は懸濁物が含まれないままの状態で固化している状態を
示し、したがって圧入の後、空隙が生じるかあるいは弱
いゲルの部分が残存することを意味する。
For example, a solidification rate of 100% means that the suspended matter has solidified without settling at all, and a solidification rate of 70% means that the suspended matter has settled and the area 30% above the surface has not yet settled. It indicates a state of solidification or a state of solidification without containing any suspended matter, and therefore means that voids are formed or weak gel portions remain after press-fitting.

表−2 表−3 混合液の流動性; a−A 、B液を混合すると直ちにゲル状になるが攪拌
によって容易に流動するっ b−ゲルになった時点で攪拌しても流動化しない。
Table 2 Table 3 Fluidity of the mixed liquid; a- When liquids A and B are mixed, they immediately become gel-like, but they flow easily by stirring. b- Once they become gel, they do not become fluid even if they are stirred.

c−A、Biを混合しても明白にゲル状にならない。Even if c-A and Bi are mixed, it does not clearly become gel-like.

表−4 混合液の流動性: a−A、B液を混合すると直ちにゲル状になるが攪゛拌
によって容易に流動する。
Table 4 Fluidity of mixed liquid: a-When liquids A and B are mixed, they immediately become gel-like, but they flow easily by stirring.

b−ゲルになった時点で攪拌しても流動化しない0表−
5 よって容易に流動する。
b-Table 0 that does not become fluid even if stirred once it becomes a gel-
5 Therefore, it flows easily.

b−ゲルになった時点で攪拌しても流動化しない。b - Once it becomes a gel, it does not become fluid even if it is stirred.

c−A 、B液を混合しても明白にゲル状(心ならない
c- Even when liquids A and B were mixed, it was clearly gel-like (unsafe).

表−2〜表−6よシ次のことが明らかにわかる。From Tables 2 to 6, the following can be clearly seen.

1)珪酸コロイドに起因するSiO2の混合液中におけ
る濃度が0.01〜0.3モル/lでは、固結率は何れ
も90%以上を示し、しかもゲル状を呈しながら攪拌に
よって流動性をうる。
1) When the concentration of SiO2 caused by silicic acid colloid in the mixed solution is 0.01 to 0.3 mol/l, the solidification rate is 90% or more in all cases, and the fluidity can be improved by stirring while forming a gel-like state. sell.

2)  5i02の濃度が0.01モル/を以下の場合
は明白なゲル状体を生じない。
2) When the concentration of 5i02 is less than 0.01 mol/min, no obvious gel-like body is formed.

3)SI02の濃度が0.3モル/を以上の場合は直ち
にゲル化し、攪拌しても流動性は得られない。
3) When the concentration of SI02 is 0.3 mol/or more, it immediately gels and no fluidity can be obtained even with stirring.

4)珪酸コロイドの代シに水ガラスを用いた場合はモル
化後攪拌しても流動性はえられない05)水ガラスと酸
や酸性塩を混合して中性又は酸性を呈する珪酸水溶液を
用いた場合、固結物の強度が低く、かつ固結率も低い。
4) If water glass is used as a substitute for silicic acid colloid, fluidity cannot be obtained even if stirred after mole formation. 5) Mix water glass with acid or acidic salt to create a neutral or acidic silicic acid aqueous solution. When used, the strength of the consolidated product is low and the consolidation rate is also low.

以上より本発明の効果が立証出来る。From the above, the effects of the present invention can be verified.

なお、本発明において、石灰の他に更にスラグ、フライ
アッシュ、石膏のうち、一種又は複数を併用する事は強
度増加のために効果的である。勿論更に砂、石粉、ベン
トナイト等を混合したシ、発泡剤を加えてもよい。
In addition, in the present invention, in addition to lime, it is effective to use one or more of slag, fly ash, and gypsum in combination to increase strength. Of course, a mixture of sand, stone powder, bentonite, etc., or a foaming agent may also be added.

又、本発明組成物は裏込圧入に用いる場合、セメントま
たは石灰の懸濁液と珪酸コロイドをはじめから混合して
注入する事も出来るし、また上記懸濁液を圧送しながら
途中から珪酸コロイドを上記懸濁物に合流して注入して
もよい。さらに、吹付けに用いる場合は、あらかじめモ
ルタルミキサー中で全組成分を混合しておいてからモル
タルカンで吹付けてもよいし、或はモルタルミキサー中
で懸濁液をねって送シ、途中から珪酸コロイド液を合流
し、得られる混合液をモルタルガンを通して吹付けても
よいし、又セメントと骨材を乾燥状態で一方よシ送り、
他方よシ珪酸コロイド液を送り、モルタルガンより吹付
ける際に合流して吹付けてもよい。
Furthermore, when the composition of the present invention is used for back-filling, it is possible to mix cement or lime suspension and silicate colloid and then inject it, or to inject the silicate colloid from the middle while pumping the suspension. may be combined with the above suspension and injected. Furthermore, when using it for spraying, you can mix all the ingredients in a mortar mixer in advance and then spray it with a mortar can, or you can knead the suspension in a mortar mixer and send it. The silicic acid colloid solution may be combined with the silicic acid colloid solution, and the resulting mixed solution may be sprayed through a mortar gun, or the cement and aggregate may be fed to one side in a dry state.
The silicic acid colloid liquid may be sent to the other side, and when sprayed from a mortar gun, the two may be combined and sprayed.

本発明硬化性組成物は上述した裏込圧入の他に以下の適
用例をあげる事が出来る。
The curable composition of the present invention can be used in the following applications in addition to the above-mentioned backfill press-fitting.

■ 矢板背面の空隙の填充。■ Filling the void on the back of the sheet pile.

■ 圧入管を備えた矢板を地盤中と連続して打込んでか
ら本組成物を注入しながら矢板を引き上げて止水壁をつ
くる方法。
■ A method of creating a water-stop wall by driving sheet piles equipped with press-fit pipes into the ground continuously and then pulling up the sheet piles while injecting the composition.

■ アースドリルで削孔後、本組成物を注入しながら引
き上げてパイルをつくる方法。
■ A method of making a pile by drilling a hole with an earth drill and then pulling it up while injecting this composition.

■ 攪拌翼を有する削孔機を用いて本組成物を吐出して
土壌と混合、攪拌し地中に固結パイル或は固結壁をつく
る方法。
(2) A method of discharging the present composition using a hole drilling machine with stirring blades, mixing it with soil, stirring it, and creating a consolidated pile or a consolidated wall in the ground.

■ 本組成物を掘削用泥水として使用しながら地盤を掘
削して地中に溝を掘り、その後本組成物による泥水がそ
の′=1ま固化して止水壁を形成する方法。
(2) A method in which the present composition is used as drilling mud to excavate the ground to dig a trench in the ground, and then the mud made from the present composition is solidified to 1 to form a water-stop wall.

■ ベントナイト泥水を用いて地盤を掘削して地中に溝
を掘ってのち本組成物を底部から圧入してベントナイト
泥水とおきかえたり或は本組成物とベントナイト泥水と
混合して固化せしめて止水壁を形成する方法。
■ Excavate the ground using bentonite mud, dig a trench underground, and then press this composition from the bottom to replace the bentonite mud, or mix this composition with bentonite mud and solidify to stop water. How to form walls.

■ ■、■において本組成物中にコンクリートパネルや
コンクリート管その他の地中構造物を埋設したまま固化
せしめる方法。
■ In ■ and ■, a method in which concrete panels, concrete pipes, and other underground structures are left buried in the composition and allowed to solidify.

■ ヘドロや廃棄物を本組成物と混合して固化する方法
■ A method of mixing sludge and waste with this composition and solidifying it.

■ 空隙の大きな地盤中に注入する方法。■ Method of injecting into the ground with large voids.

[相] 古い導杭を本組成物で充填する方法。[Phase] Method of filling old guide piles with this composition.

0 海中に特定の形状の固化物を本組成物を用いて形成
し、魚しようや海草の付着床を形成する方法。
0 A method of forming a solidified substance of a specific shape in the sea using the present composition to form an adhesion bed for fish cakes and seaweed.

@ 法面に吹付けて斜面防護に用いたり、トンネルの掘
削面に吹付けて固結層をつくる方法。通常のモルタル吹
付けやコンクリート吹付けでは吹付面の勾配が太きかっ
たりする場合、骨材のはねかえりが多く吹付材料の無駄
が非常に多くなるのが通例であるが、本発明の硬化物を
吹付けた場合直ちにゲル状になって掘削面や斜面に固着
するため吹付けの無駄を生じず、かつきわめて水密性の
すぐれた固結層を形成出来る0〔発明の効果〕 以上のとおり、本発明にかかる組成物はゲル化物を沈澱
することなく懸濁物が全溶液中に分散したままゲル化し
、かつゲル化しながらかくはんなどの力を加えることに
よって流動性を保つという特性をもち、しかも、強度が
高く、かつ固着性が優れているという効果を奏しうるも
のであって、実用上極めて有用な組成物である。
@ A method of spraying on slopes to protect slopes, or spraying on tunnel excavations to create a consolidated layer. In normal mortar spraying or concrete spraying, when the slope of the sprayed surface is steep, there is a lot of aggregate splashing and a large amount of sprayed material is wasted, but the cured product of the present invention When sprayed, it immediately becomes gel-like and adheres to the excavated surface or slope, so there is no waste of spraying and a consolidated layer with extremely good watertightness can be formed. The composition according to the invention has the property that it gels while the suspension is dispersed in the entire solution without precipitating the gelled product, and maintains fluidity by applying force such as stirring while gelling, and furthermore, It is a composition that is extremely useful in practice, as it has high strength and excellent adhesion.

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

第1図はそれぞれ珪酸コロイドならびに水ガラスを酸の
配合液のPHとゲル化時間との関係を表わすグラフであ
る。
FIG. 1 is a graph showing the relationship between the gelation time and the pH of a solution containing silicic acid colloid and water glass as an acid.

Claims (1)

【特許請求の範囲】[Claims] セメントまたは石灰と、珪酸コロイドとを含み、前記珪
酸コロイドに起因する8102分の濃度を0.01〜0
.3モル/lの範囲に調整してなる硬化性組成物。
Contains cement or lime and silicate colloid, and the concentration of 8102 due to the silicate colloid is 0.01 to 0.
.. A curable composition adjusted to a range of 3 mol/l.
JP58059486A 1983-04-04 1983-04-04 Curable composition Pending JPS59184283A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58059486A JPS59184283A (en) 1983-04-04 1983-04-04 Curable composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58059486A JPS59184283A (en) 1983-04-04 1983-04-04 Curable composition

Publications (1)

Publication Number Publication Date
JPS59184283A true JPS59184283A (en) 1984-10-19

Family

ID=13114674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58059486A Pending JPS59184283A (en) 1983-04-04 1983-04-04 Curable composition

Country Status (1)

Country Link
JP (1) JPS59184283A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2628732A1 (en) * 1988-03-18 1989-09-22 Saint Gobain Vetrotex PROCESS FOR MANUFACTURING A MIXTURE AND MIXTURE BASED ON CEMENT, METAKAOLIN, GLASS FIBERS AND POLYMER
JP2024074595A (en) * 2022-11-21 2024-05-31 強化土エンジニヤリング株式会社 Ground consolidation material and grouting method therewith

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5473407A (en) * 1977-11-22 1979-06-12 Central Glass Co Ltd Injection agent for eliminating subsoil pollution
JPS57164186A (en) * 1981-04-02 1982-10-08 Onoda Cement Co Ltd Grouting
JPS5825440A (en) * 1981-08-05 1983-02-15 Michizo Yamano Method for separating metal from ore in low pressure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5473407A (en) * 1977-11-22 1979-06-12 Central Glass Co Ltd Injection agent for eliminating subsoil pollution
JPS57164186A (en) * 1981-04-02 1982-10-08 Onoda Cement Co Ltd Grouting
JPS5825440A (en) * 1981-08-05 1983-02-15 Michizo Yamano Method for separating metal from ore in low pressure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2628732A1 (en) * 1988-03-18 1989-09-22 Saint Gobain Vetrotex PROCESS FOR MANUFACTURING A MIXTURE AND MIXTURE BASED ON CEMENT, METAKAOLIN, GLASS FIBERS AND POLYMER
JP2024074595A (en) * 2022-11-21 2024-05-31 強化土エンジニヤリング株式会社 Ground consolidation material and grouting method therewith

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