JPH04298598A - Grout - Google Patents
GroutInfo
- Publication number
- JPH04298598A JPH04298598A JP1250991A JP1250991A JPH04298598A JP H04298598 A JPH04298598 A JP H04298598A JP 1250991 A JP1250991 A JP 1250991A JP 1250991 A JP1250991 A JP 1250991A JP H04298598 A JPH04298598 A JP H04298598A
- Authority
- JP
- Japan
- Prior art keywords
- water glass
- calcium carbonate
- grout
- inorganic compound
- colloidal silica
- 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
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は水ガラスのNaイオンを
除去して得られる超微粒子シリカ(以下、「コロイダル
シリカ」という。)と炭酸カルシウムとを主材とした地
盤注入材に係り、詳細には長いゲル化時間を要して浸透
性、固結強度および耐久性に優れた地盤注入材に関する
。[Industrial Application Field] The present invention relates to a ground injection material mainly composed of ultrafine silica (hereinafter referred to as "colloidal silica") obtained by removing Na ions from water glass and calcium carbonate. The present invention relates to ground injection materials that require a long gelation time and have excellent permeability, consolidation strength and durability.
【0002】0002
【従来の技術】水ガラスを用いたグラウトとして、従来
、水ガラスと酸性反応剤とからなるグラウトが知られて
いる。このグラウトは強アルカリ領域で固結し、ゲル化
時間を長くすることができないため浸透性に劣り、しか
も高強度を得ることができなかった。BACKGROUND OF THE INVENTION As a grout using water glass, grout made of water glass and an acidic reactant is conventionally known. This grout solidifies in the strongly alkaline region and cannot be gelled for a long time, resulting in poor permeability and failure to obtain high strength.
【0003】これを改良する方法として水ガラスと過剰
の酸性反応剤とを混合して得られる酸性シリカゾルと、
塩基性反応剤とを用いる方法が知られている。しかし、
この方法では、高強度を得るために水ガラス濃度を濃厚
にすると長いゲル化時間を維持することが困難となり、
また、ゲルの収縮現象のために粗い土層に注入した場合
、長期的に透水性の低下を起こし、恒久性グラウトとし
ては不充分である。[0003] As a method to improve this, an acidic silica sol obtained by mixing water glass and an excess of an acidic reactant,
A method using a basic reactant is known. but,
In this method, if the water glass concentration is increased to obtain high strength, it becomes difficult to maintain a long gelation time.
Furthermore, due to gel shrinkage phenomenon, when injected into coarse soil layers, water permeability decreases in the long term, making it unsatisfactory as a permanent grout.
【0004】最近、低モル比の水ガラスに対して石灰類
(特に炭酸カルシウム)を用い、または石灰類とポゾラ
ンとを併用し、これにより固結体の容積の収縮が少なく
、かつ微粒子状の石灰類、ポゾランの使用で浸透性にも
比較的優れたグラウトが開発されつつある。しかし、こ
のグラウトの欠点は、低モル比の水ガラスを主材とする
ため強アルカリで、注入液自体の揺変現象が激しく、そ
の取扱い、注入操作等に問題が残る。[0004]Recently, limes (especially calcium carbonate) or limes and pozzolans have been used together with water glass with a low molar ratio, which results in less shrinkage of the volume of the solids and the formation of fine particles. Grouts with relatively excellent permeability are being developed by using lime and pozzolan. However, the drawback of this grout is that it is strongly alkaline because it is mainly composed of water glass with a low molar ratio, and the injection liquid itself exhibits a severe thixotropic phenomenon, which poses problems in its handling, injection operation, etc.
【0005】また、高モル比(SiO2/Na2Oのモ
ル比>50) の中性シリカを主材とし、これに多価金
属の無機塩を硬化剤として用いるグラウトも知られてい
る。これは無公害で強度向上を図ることができるが、今
一層の強度向上と浸透性、恒久性が望まれる。[0005] Also known is a grout whose main material is neutral silica with a high molar ratio (SiO2/Na2O molar ratio>50) and which uses an inorganic salt of a polyvalent metal as a hardening agent. Although this can improve strength without causing pollution, further improvement in strength, permeability, and permanence are desired.
【0006】[0006]
【発明が解決しようとする問題点】本発明者は前記の問
題を解決し、より一層の強度増強と浸透性の向上を図り
、恒久性に優れた地盤注入材を開発すべく鋭意研究の結
果、水ガラスをイオン交換樹脂と接触せしめて水ガラス
中のアルカリを除去して得られる超微粒子シリカ(コロ
イダルシリカ)を利用した地盤注入材を開発し、本発明
を完成するに至った。[Problems to be Solved by the Invention] The present inventor has conducted extensive research in order to solve the above-mentioned problems and develop a ground injection material that has greater strength and permeability, and is highly durable. We have developed a ground injection material using ultrafine silica (colloidal silica) obtained by bringing water glass into contact with an ion exchange resin to remove alkali in the water glass, and have completed the present invention.
【0007】そこで、本発明の目的は長いゲル化時間を
要して浸透性に優れ、かつ固結強度および耐久性にも優
れた地盤注入材を提供することにある。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a ground injection material that requires a long gelation time, has excellent permeability, and also has excellent consolidation strength and durability.
【0008】[0008]
【問題点を解決するための手段】前述の目的を達成する
ため、本発明によれば、水ガラスをイオン交換樹脂と接
触させて水ガラスのNaイオンを除去して得られる超微
粒子シリカ(コロイダルシリカ)と、炭酸カルシウムと
を主材とし、これに無機化合物または水ガラスを混合し
てなることを特徴とする。[Means for Solving the Problems] In order to achieve the above-mentioned object, according to the present invention, ultrafine silica particles (colloidal The main materials are silica) and calcium carbonate, which are mixed with an inorganic compound or water glass.
【0009】コロイダルシリカは平均粒子径が10〜2
0mμであって、肉眼では識別できない超微粒子シリカ
の半透明状水分散体で、広範囲の無機化合物との作用で
短時間(数秒)から長時間(数 100分) にわたっ
て粒子間に強固な橋かけ構造を有する硬化物となる。こ
の硬化物は普通の水ガラスグラウトのような強いアルカ
リ性を呈することなく、ゲル化時間の調整も容易で、ゲ
ルの収縮もみられず、低粘性で優れた浸透性を示す。Colloidal silica has an average particle size of 10 to 2
A translucent aqueous dispersion of ultrafine silica particles with a diameter of 0 mμ and invisible to the naked eye, which forms strong bridges between particles over a short period of time (several seconds) to a long period of time (several 100 minutes) by interacting with a wide range of inorganic compounds. It becomes a cured product with a structure. This cured product does not exhibit strong alkalinity like ordinary water glass grout, the gelation time can be easily adjusted, no gel shrinkage is observed, and it exhibits low viscosity and excellent permeability.
【0010】しかるに、これら種々の無機化合物中で炭
酸カルシウムは単独でコロイダルシリカと反応を起こす
ことなく、コロイダルシリカはゲル化に至らないことを
見出した。ここでこの未反応状にあるコロイダルシリカ
と炭酸カルシウムの混合系に、炭酸カルシウム(同族の
炭酸マグネシウムを含む)を除く他の無機化合物または
水ガラスを添加混合することにより、炭酸カルシウムの
もつ長所とコロイダルシリカのもつ長所をともに併せも
ったグラウトの開発に成功し、本発明に至った。However, it has been found that among these various inorganic compounds, calcium carbonate alone does not react with colloidal silica, and colloidal silica does not gel. By adding and mixing other inorganic compounds other than calcium carbonate (including the homologous magnesium carbonate) or water glass to this unreacted mixed system of colloidal silica and calcium carbonate, the advantages of calcium carbonate can be enhanced. We have successfully developed a grout that combines the advantages of colloidal silica, leading to the present invention.
【0011】すなわち、本発明はコロイダルシリカと無
機化合物からなる系のもつ長時間でゲル化の調整が容易
なことと、炭酸カルシウムの示す強度が高いことの双方
から相乗的な効果を得ることができた。That is, the present invention can obtain a synergistic effect from both the ease of controlling gelation over a long period of time of the system consisting of colloidal silica and an inorganic compound, and the high strength of calcium carbonate. did it.
【0012】炭酸カルシウムとコロイダルシリカとは直
接反応してゲル化に至ることはないが、コロイダルシリ
カは他の無機化合物とは反応を起こして粒子間に強固な
橋かけ構造を形成する。炭酸カルシウムはこの反応の反
応速度にはほとんど影響を及ぼすことなく、この橋かけ
構造中に徐々に浸透して強固に結合してゲル全体が一層
密実な構造を形成していくものと思われる。[0012] Calcium carbonate and colloidal silica do not directly react to form a gel, but colloidal silica reacts with other inorganic compounds to form a strong bridge structure between particles. Calcium carbonate has almost no effect on the reaction rate of this reaction, and it is thought that it gradually penetrates into this cross-linked structure and bonds firmly, forming a denser structure in the entire gel. .
【0013】[0013]
【実施例】以下、本発明を実施例によって具体的に説明
する。[Examples] The present invention will be specifically explained below with reference to Examples.
【0014】1.使用材料
(1)水ガラス
比重:1.40 (15℃) 、 SiO2 :28
.9%、 Na2O:9.5%、粘度:140c
p(20℃)のJIS3号水ガラスを使用した。
(2)コロイダルシリカ
上記のJIS3号水ガラスを水素型陽イオン交換樹脂で
処理して得られた次の表1に示す物性のコロイダルシリ
カを用いた。1. Materials used (1) Water glass specific gravity: 1.40 (15℃), SiO2: 28
.. 9%, Na2O: 9.5%, viscosity: 140c
p (20°C) JIS No. 3 water glass was used. (2) Colloidal Silica Colloidal silica having the physical properties shown in Table 1 below, which was obtained by treating the above JIS No. 3 water glass with a hydrogen type cation exchange resin, was used.
【表1】
(3)無機化合物
コロイダルシリカのpHを弱酸性から弱アルカリ性に調
整できる単独または複数の無機化合物は、炭酸カルシウ
ム(同族の炭酸マグネシウムも含む)を除いて広範囲に
使用可能で、本発明の実施例としては塩化カリと硫酸水
素ナトリウムの試薬一級品(KCl 、NaHSO4
・H2 O)を使用した。
(4)炭酸カルシウム
工業用重質炭酸カルシウムを使用した。(同族の炭酸マ
グネシウムを使用しても同じような結果を示す。)[Table 1] (3) Inorganic compounds Single or multiple inorganic compounds that can adjust the pH of colloidal silica from weakly acidic to weakly alkaline can be used in a wide range of ways, with the exception of calcium carbonate (including the homologous magnesium carbonate). Examples of the invention include first grade reagents of potassium chloride and sodium hydrogen sulfate (KCl, NaHSO4
・H2O) was used. (4) Calcium Carbonate Industrial heavy calcium carbonate was used. (Similar results are obtained using the same family of magnesium carbonate.)
【0
015】2.コロイダルシリカと炭酸カルシウムと無機
化合物または水ガラスからなる系表2に示される本発明
にかかるコロイダルシリカ・炭酸カルシウム・無機化合
物または水ガラスからなる各種配合の系について、その
時のSiO2 量、pH、ゲル化時間を測定し、結果を
表2に示した。さらに、これらのホモゲルとサンドゲル
について水中養生における一軸圧縮強度を示す結果を表
3に示した。対照として同じ配合における炭酸カルシウ
ム無添加の系を併せて対比した。実施温度は20±2℃
で行なう。0
015]2. A system consisting of colloidal silica, calcium carbonate, and an inorganic compound or water glass Regarding the system of various combinations consisting of colloidal silica, calcium carbonate, an inorganic compound, or water glass according to the present invention shown in Table 2, the SiO2 amount, pH, gel at that time The curing time was measured and the results are shown in Table 2. Furthermore, Table 3 shows the results showing the unconfined compressive strength of these homogels and sand gels when cured in water. As a control, a system with the same formulation without the addition of calcium carbonate was also compared. Implementation temperature is 20±2℃
Let's do it.
【0016】[0016]
【表2】[Table 2]
【0017】[0017]
【表3】[Table 3]
【0018】3.実施結果の考察
表2および表3、さらには実施中の観察から次の現象が
明らかにうかがい知ることができた。3. Discussion of implementation results From Tables 2 and 3, as well as observations made during the implementation, the following phenomenon could be clearly seen.
【0019】(1) コロイダルシリカ・無機化合物・
炭酸カルシウムからなる本発明にかかる系(試料番号2
、3、4、6、7、8、14、15、16、18、19
、20)では炭酸カルシウムを欠いた対照の系(試料番
号1、5、13、17)に比べてpHは若干上昇するが
、大差なくほぼ弱アルカリ性から弱酸性に保たれ、ゲル
化時間は数10分の調整が容易である。コロイダルシリ
カ・水ガラス・炭酸カルシウムからなる本発明にかかる
系(試料番号10、11、12、22、23、24)で
は炭酸カルシウムを欠いた対照の系(試料番号9、21
)に比べてpHは低下して強アルカリが弱化し、ゲル化
時間は若干早くなり長時間での調整は容易である。(1) Colloidal silica/inorganic compound/
The system according to the invention consisting of calcium carbonate (sample no. 2)
, 3, 4, 6, 7, 8, 14, 15, 16, 18, 19
, 20), the pH increases slightly compared to the control system lacking calcium carbonate (sample numbers 1, 5, 13, and 17), but there is no significant difference, and the pH remains almost weakly alkaline to weakly acidic, and the gelation time is several seconds. Easy adjustment in 10 minutes. The system according to the present invention consisting of colloidal silica, water glass, and calcium carbonate (sample numbers 10, 11, 12, 22, 23, 24) is different from the control system lacking calcium carbonate (sample numbers 9, 21).
), the pH is lower and the strong alkali is weakened, and the gelation time is slightly faster, making it easier to adjust over a long period of time.
【0020】(2) 固結体の水中養生における強度は
ホモゲル、サンドゲルともに炭酸カルシウムを添加した
本発明にかかる系では著しく強化され、また養生日数の
経過とともに上昇が著しい。(2) The strength of the solidified body when cured in water is significantly strengthened in the system according to the present invention in which calcium carbonate is added to both the homogel and the sand gel, and the strength increases markedly with the passage of curing days.
【0021】(3) 配合液(表2のAB合流液)の粘
性は、使用するコロイダルシリカの粘度が14cpsで
、使用する3号水ガラスの140 cpsに比べて極め
て低粘性であることから非常に低く、またホモゲルの離
漿水はほとんどみられず固結体の収縮はほとんどなく、
従来の水ガラスグラウトに比べてゲル化時間が長いこと
と相俟って極めて優れた浸透性、恒久性が期待できる。(3) The viscosity of the blended liquid (AB combined liquid in Table 2) is extremely low because the viscosity of the colloidal silica used is 14 cps, which is extremely low compared to the 140 cps of No. 3 water glass used. In addition, there is almost no syneresis water in the homogel, and there is almost no contraction of the solids.
Combined with the long gelation time compared to conventional water glass grout, it can be expected to have extremely excellent permeability and permanence.
【0022】[0022]
【発明の効果】以上のとおり、本発明にかかる地盤固結
材はコロイダルシリカと炭酸カルシウムのそれぞれのも
つ長所を相乗的に生かして、次のような効果を奏し得る
ものと認められる。
(1) 長時間でのゲル化時間の調整が容易である。
(2) ゲルの収縮性が少ない。
(3) 従来の水ガラスグラウトに比べて低粘性である
。
(4) 高強度で日時の経過とともに一層強化される。
(5) 以上から浸透性、恒久性に極めて優れたグラウ
トが充分期待できる。
(6) 固結体はほぼ中性近辺または水ガラスの強アル
カリをやわらげた状態となり、環境保全面からも優れて
いる。[Effects of the Invention] As described above, it is recognized that the ground consolidation material according to the present invention can produce the following effects by synergistically utilizing the respective advantages of colloidal silica and calcium carbonate. (1) It is easy to adjust the gelation time over a long period of time. (2) Gel has little shrinkage. (3) It has lower viscosity than conventional water glass grout. (4) It has high strength and becomes stronger as time passes. (5) From the above, we can fully expect a grout with extremely excellent permeability and permanence. (6) The solidified material is almost neutral or has a softened strong alkali of water glass, which is excellent from an environmental conservation perspective.
Claims (4)
て水ガラスのNaイオンを除去して得られる超微粒子シ
リカと、炭酸カルシウムとを主材とし、これに無機化合
物または水ガラスを混合してなる地盤注入材。Claim 1: The main ingredients are ultrafine silica obtained by contacting water glass with an ion exchange resin to remove Na ions from the water glass, and calcium carbonate, and an inorganic compound or water glass is mixed therein. Ground injection material.
0mμの半透明状水分散体である請求項1の地盤注入材
。[Claim 2] The ultrafine silica particles have an average particle diameter of 10 to 2.
The ground injection material according to claim 1, which is a translucent water dispersion with a diameter of 0 mμ.
の無機化合物である請求項1の地盤注入材。3. The ground injection material according to claim 1, wherein the inorganic compound is an inorganic compound other than calcium carbonate.
水素ナトリウムである請求項3の地盤注入材。4. The ground injection material according to claim 3, wherein the inorganic compound is potassium chloride or sodium hydrogen sulfate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1250991A JPH0753866B2 (en) | 1991-01-11 | 1991-01-11 | Ground injection material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1250991A JPH0753866B2 (en) | 1991-01-11 | 1991-01-11 | Ground injection material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04298598A true JPH04298598A (en) | 1992-10-22 |
| JPH0753866B2 JPH0753866B2 (en) | 1995-06-07 |
Family
ID=11807318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1250991A Expired - Fee Related JPH0753866B2 (en) | 1991-01-11 | 1991-01-11 | Ground injection material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0753866B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021020979A (en) * | 2019-07-24 | 2021-02-18 | 強化土エンジニヤリング株式会社 | Grouting material and grouting method |
-
1991
- 1991-01-11 JP JP1250991A patent/JPH0753866B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021020979A (en) * | 2019-07-24 | 2021-02-18 | 強化土エンジニヤリング株式会社 | Grouting material and grouting method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0753866B2 (en) | 1995-06-07 |
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