JPS6216990B2 - - Google Patents

Info

Publication number
JPS6216990B2
JPS6216990B2 JP53075973A JP7597378A JPS6216990B2 JP S6216990 B2 JPS6216990 B2 JP S6216990B2 JP 53075973 A JP53075973 A JP 53075973A JP 7597378 A JP7597378 A JP 7597378A JP S6216990 B2 JPS6216990 B2 JP S6216990B2
Authority
JP
Japan
Prior art keywords
dimethyl carbonate
sodium silicate
acid
aqueous solution
ground
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.)
Expired
Application number
JP53075973A
Other languages
Japanese (ja)
Other versions
JPS553450A (en
Inventor
Shunsuke Tazawa
Kenji Takeuchi
Katsuyuki Suzuki
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.)
Nitto Chemical Industry Co Ltd
Original Assignee
Nitto Chemical Industry 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 Nitto Chemical Industry Co Ltd filed Critical Nitto Chemical Industry Co Ltd
Priority to JP7597378A priority Critical patent/JPS553450A/en
Publication of JPS553450A publication Critical patent/JPS553450A/en
Publication of JPS6216990B2 publication Critical patent/JPS6216990B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、珪酸塩系グラウトにより地盤を安定
化させる方法に関する。 従来、軟弱地盤を強化したり、漏水地盤を止水
するために種々の薬液を地盤に注入し、地盤中で
硬化させるグラウト工法が知られているが、特に
珪酸ソーダ水溶液と硬化剤の組み合せから成るい
わゆる珪酸塩系グラウトは安価であること、他の
化学グラウトにくらべて公害を起す危険性がない
などの特徴があつて広く実用化されている。 一般に珪酸ソーダ水溶液は強アルカリ性を呈
し、(−)に帯電していて、これに酸,酸性塩あ
るいは金属イオンのような(+)電荷を加えると
容易に反応して「珪酸ゲル」が析出してゲル化す
る。 このため、従来、珪酸塩系グラウトの硬化剤と
してリン酸,硫酸,酢酸などの酸,リン酸1ナト
リウム,重炭酸ソーダ,酸性硫酸ソーダなどの酸
性塩および塩化カルシウム,硫酸アルミニウム,
硫酸マグネシウム,カリ明バンなどの水溶性金属
塩が用いられている。 本発明は珪酸塩系グラウトにより地盤を安定化
させるに当り、従来とは異なつた硬化剤を用い、
従来よりもすぐれた効果を得ようとするものであ
る。 炭酸ジメチルはヨウ化メチルと炭酸銀を反応さ
せることにより製造され、有機合成原料として有
用な物質であつて、アルカリと反応して炭酸ソー
ダとメタノールを生成する。 したがつて、炭酸ジメチルを珪酸ソーダ水溶液
に添加すると次式にしたがい溶液中のアルカリが
消費されて「珪酸ゲル」が析出する。 Na2O・nSiO2+(CH32CO3+H2O →n・SiO2+Na2CO3+2CH3OH 本発明者らは炭酸ジメチルのかかる性質に着目
し、これを珪酸塩系グラウトの硬化剤として使用
したところ、意外にもゲル化物が高強度で酸、酸
性塩等の従来の硬化剤を用いた場合にくらべて処
理土壤の強度を格段に大きくすることができるこ
とを見出し、本発明を為すに至つた。 本発明は珪酸ソーダ水溶液を主剤とし、これに
硬化剤として炭酸ジメチルおよび(イ)無機酸,(ロ)ア
ルカリ金属またはアンモニウムの硫酸塩,ホウ酸
塩,メタホウ酸塩,硫酸水素塩,リン酸水素塩,
炭酸水素塩,塩化物,(ハ)有機酸からなる群から選
ばれた少なくとも1種の化合物からなり、硬化剤
全体の量に対して炭酸ジメチルの量が85〜99重量
%の範囲にある混合物の、珪酸ソーダ水溶液中の
有効成分に対して10〜50重量%相当量を配合した
薬液を地盤に注入し、地盤中で硬化させることを
特徴とする土質安定化法を要旨とするものであ
る。 珪酸ソーダ水溶液と炭酸ジメチルを組み合せた
だけでも勿論珪酸ソーダ水溶液は充分ゲル化す
る。 しかし、比較的低濃度の珪酸ソーダ水溶液に少
量の炭酸ジメチルを加えると混合物がゲル化する
のに可成り長時間を要する。この場合、炭酸ジメ
チルのほかに硫酸,リン酸,酢酸,クエン酸,酒
石酸,乳酸のような酸類、あるいは硫酸水素ナト
リウム,重炭酸塩,食塩,塩化カリウムなどの塩
類を適量用いると炭酸ジメチルの有する前記特質
が失われることなく、珪酸ソーダ水溶液のゲル化
を任意に促進させることができる。 たとえば、JIS3号珪酸ソーダ100ml、水100ml、
炭酸ジメチル20%水溶液200ml、酢酸2.0gの配合
の薬液は10分後に可成り強固なゲル体を形成す
る。そして、酢酸の量を適宜調節することにより
薬液のゲルタイムを任意にコントロールすること
ができる。 このようなことから本発明においては適宜公知
の酸・塩類等の硬化剤を炭酸ジメチルと併用する 本発明に用いる珪酸ソーダとしては従来珪酸塩
系グラウトに用いられている珪酸ソーダが用いら
れるが、通常はJIS1〜3号珪酸ソーダが好適に用
いられる。 珪酸ソーダは施工時に施工目的に応じた適宜の
濃度の水溶液にするが、グラウト中の有効成分
(Na2O+SiO2分)の濃度は通常5〜40重量%とす
るのが適当である。 炭酸ジメチルおよびこれと併用する酸類,塩類
の使用量は、目的とするグラウトのゲルタイムに
応じて種々変化させるが、通常合計量として珪酸
ソーダ中の有効成分に対して10〜50重量%かつ、
硬化剤全体の量に対して炭酸ジメチルの量は85〜
99重量%の範囲内で用いられる。 なお、本発明において炭酸ジメチルと併用する
酸類およぴ塩類の好適なものとして、リン酸,硫
酸,ホウ酸,酢酸,酒石酸,クエン酸,乳酸,硫
酸水素ナトリウム,硫酸水素カリウム,硫酸水素
アンモニウム,リン酸1アンモニウム,リン酸1
カリウム,炭酸水素ナトリウム,炭酸水素カリウ
ム,炭酸水素アンモニウム,硫酸ナトリウム,硫
酸カリウム,塩化ナトリウム,塩化カリウム,ホ
ウ酸ナトリウム,メタホウ酸ナトリウムなどが挙
げられる。 地盤安定化の施工は従来と同じであつて、施工
前に珪酸ソーダ水溶液と硬化剤水溶液をそれぞれ
別々に調合し、施工時に両液をY字管を用いて混
合して土壌に注入するかまたは両液をその先端に
混合器が設けられた二重注入管に流入させ、先端
部で両液を混合して土壌中に注入する。 次に本発明を実施例を用いて説明する。 実施例 JIS3号珪酸ソーダ(比重1.4,20℃)200mlを採
り、これをA液とした。有効成分(Na2O+
SiO2)は、108gであつた。 一方、第1表に記載したような種々の濃度の炭
酸ジメチル単独水溶液および炭酸ジメチルと酸,
酸性塩,中性塩等の混合物水溶液を200mlずつつ
くり、これをB液とした。炭酸ジメチルの密度
は、1.065g/mlであつた。 次いで、A,B両液を等容量ずつ混合して硬化
させた。 A,B混合液の性状、ゲルタイムおよび硬化物
の圧縮強度を試験した結果を第1表に示す。珪酸
ソーダ水溶液の硬化剤として炭酸ジメチルを単独
で使用したとき、混合物がゲル化するのにかなり
の長時間を要する(実験No.1,2)。 なお、比較のために硫酸,リン酸等の酸および
硫酸水素ナトリウム,リン酸1ナトリウム等の塩
類の単独を珪酸ソーダ水溶液に加え、上記炭酸ジ
メチルを用いた場合と同様のゲルタイムで珪酸ソ
ーダ水溶液をゲル化させようとしたが、これ等酸
および塩類の所定量を珪酸ソーダ水溶液に添加し
た途端に混合物中にゲル化物が生成して実用的な
グラウトが得られなかつた。
The present invention relates to a method for stabilizing ground with silicate grout. Conventionally, grouting methods have been known in which various chemical solutions are injected into the ground and hardened in the ground in order to strengthen soft ground or stop leaking ground. The so-called silicate-based grout is widely put into practical use because of its low cost and less risk of causing pollution than other chemical grouts. Generally, an aqueous sodium silicate solution is strongly alkaline and has a (-) charge, and when a (+) charge such as an acid, an acid salt, or a metal ion is added to it, it easily reacts and a "silicate gel" is deposited. to gel. For this reason, conventional hardening agents for silicate grout include acids such as phosphoric acid, sulfuric acid, and acetic acid, acid salts such as monosodium phosphate, sodium bicarbonate, and acidic sodium sulfate, and calcium chloride, aluminum sulfate,
Water-soluble metal salts such as magnesium sulfate and potassium alum are used. In stabilizing the ground with silicate grout, the present invention uses a hardening agent different from conventional ones,
The aim is to obtain better effects than before. Dimethyl carbonate is produced by reacting methyl iodide and silver carbonate, and is a useful material as a raw material for organic synthesis.It reacts with alkali to produce soda carbonate and methanol. Therefore, when dimethyl carbonate is added to an aqueous sodium silicate solution, the alkali in the solution is consumed and "silicate gel" is precipitated according to the following equation. Na 2 O・nSiO 2 + (CH 3 ) 2 CO 3 +H 2 O →n・SiO 2 +Na 2 CO 3 +2CH 3 OH The present inventors focused on this property of dimethyl carbonate and applied it to silicate grout. When used as a hardening agent, it was unexpectedly discovered that the gelled product has high strength and can significantly increase the strength of treated soil compared to when conventional hardening agents such as acids and acid salts are used. I have come to do this. The present invention uses a sodium silicate aqueous solution as a main ingredient, and dimethyl carbonate as a hardening agent, (a) inorganic acid, (b) alkali metal or ammonium sulfate, borate, metaborate, hydrogen sulfate, hydrogen phosphate. salt,
A mixture consisting of at least one compound selected from the group consisting of hydrogen carbonate, chloride, and (iii) organic acid, in which the amount of dimethyl carbonate is in the range of 85 to 99% by weight based on the total amount of the curing agent. The gist of this soil stabilization method is to inject into the ground a chemical solution containing an amount equivalent to 10 to 50% by weight of the active ingredient in a sodium silicate aqueous solution and harden it in the ground. . Of course, even if the sodium silicate aqueous solution and dimethyl carbonate are simply combined, the sodium silicate aqueous solution can be sufficiently gelled. However, when a small amount of dimethyl carbonate is added to a relatively low concentration sodium silicate aqueous solution, it takes a considerable amount of time for the mixture to gel. In this case, in addition to dimethyl carbonate, if appropriate amounts of acids such as sulfuric acid, phosphoric acid, acetic acid, citric acid, tartaric acid, and lactic acid, or salts such as sodium hydrogen sulfate, bicarbonate, common salt, and potassium chloride are used, dimethyl carbonate has a The gelation of the sodium silicate aqueous solution can be arbitrarily promoted without losing the above properties. For example, 100ml of JIS No.3 silicate soda, 100ml of water,
A chemical solution containing 200 ml of a 20% dimethyl carbonate aqueous solution and 2.0 g of acetic acid forms a fairly strong gel after 10 minutes. By appropriately adjusting the amount of acetic acid, the gel time of the chemical solution can be arbitrarily controlled. For this reason, in the present invention, a curing agent such as a known acid or salt is appropriately used in combination with dimethyl carbonate.As the sodium silicate used in the present invention, sodium silicate, which has been conventionally used in silicate grouts, is used. Usually, JIS No. 1 to 3 sodium silicate is preferably used. During construction, sodium silicate is made into an aqueous solution with an appropriate concentration depending on the purpose of construction, and the concentration of the active ingredient (Na 2 O + SiO 2 min) in the grout is usually 5 to 40% by weight. The amount of dimethyl carbonate and the acids and salts used together with it will vary depending on the desired gel time of the grout, but the total amount is usually 10 to 50% by weight based on the active ingredients in the sodium silicate, and
The amount of dimethyl carbonate relative to the total amount of hardening agent is 85~
Used within the range of 99% by weight. In the present invention, preferable acids and salts used in combination with dimethyl carbonate include phosphoric acid, sulfuric acid, boric acid, acetic acid, tartaric acid, citric acid, lactic acid, sodium hydrogen sulfate, potassium hydrogen sulfate, ammonium hydrogen sulfate, 1 ammonium phosphate, 1 phosphoric acid
Examples include potassium, sodium hydrogen carbonate, potassium hydrogen carbonate, ammonium hydrogen carbonate, sodium sulfate, potassium sulfate, sodium chloride, potassium chloride, sodium borate, and sodium metaborate. Ground stabilization is carried out in the same way as in the past. Before construction, a sodium silicate aqueous solution and a hardening agent aqueous solution are prepared separately, and at the time of construction, both solutions are mixed using a Y-shaped pipe and injected into the soil. Both liquids are made to flow into a double injection tube with a mixer installed at the tip, and both liquids are mixed at the tip and injected into the soil. Next, the present invention will be explained using examples. Example 200 ml of JIS No. 3 sodium silicate (specific gravity 1.4, 20°C) was taken and used as liquid A. Active ingredient (Na 2 O +
SiO 2 ) was 108 g. On the other hand, aqueous solutions of dimethyl carbonate alone and dimethyl carbonate and acid at various concentrations as listed in Table 1,
Each 200ml aqueous solution of a mixture of acidic salts, neutral salts, etc. was prepared and used as Solution B. The density of dimethyl carbonate was 1.065 g/ml. Next, equal volumes of both liquids A and B were mixed and cured. Table 1 shows the results of testing the properties of the mixed liquids A and B, gel time, and compressive strength of the cured product. When dimethyl carbonate was used alone as a curing agent for an aqueous sodium silicate solution, it took a considerable amount of time for the mixture to gel (Experiments Nos. 1 and 2). For comparison, acids such as sulfuric acid and phosphoric acid and salts such as sodium hydrogen sulfate and monosodium phosphate were added alone to a sodium silicate aqueous solution, and the sodium silicate aqueous solution was added at the same gel time as when dimethyl carbonate was used. An attempt was made to gel the grout, but as soon as predetermined amounts of these acids and salts were added to the sodium silicate aqueous solution, a gelled product was formed in the mixture, making it impossible to obtain a practical grout.

【表】【table】

【表】【table】

Claims (1)

【特許請求の範囲】[Claims] 1 珪酸ソーダ水溶液を主剤とし、これに硬化剤
として炭酸ジメチルおよび(イ)無機酸,(ロ)アルカリ
金属またはアンモニウムの硫酸塩,ホウ酸塩,メ
タホウ酸塩,硫酸水素塩,リン酸水素塩,炭酸水
素塩,塩化物,(ハ)有機酸からなる群から選ばれた
少なくとも1種の化合物からなり、硬化剤全体の
量に対して炭酸ジメチルの量が85〜99重量%の範
囲にある混合物の、珪酸ソーダ水溶液中の有効成
分に対して10〜50重量%相当量を配合した薬液を
地盤に注入し、地盤中で硬化させることを特徴と
する土質安定化法。
1 Sodium silicate aqueous solution as main ingredient, dimethyl carbonate as a hardening agent, (a) inorganic acid, (b) alkali metal or ammonium sulfate, borate, metaborate, hydrogen sulfate, hydrogen phosphate, A mixture consisting of at least one compound selected from the group consisting of hydrogen carbonate, chloride, and (iii) organic acid, in which the amount of dimethyl carbonate is in the range of 85 to 99% by weight based on the total amount of the curing agent. A soil stabilization method characterized by injecting into the ground a chemical solution containing an amount equivalent to 10 to 50% by weight of the active ingredient in a sodium silicate aqueous solution and hardening in the ground.
JP7597378A 1978-06-24 1978-06-24 Soil stabilization Granted JPS553450A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7597378A JPS553450A (en) 1978-06-24 1978-06-24 Soil stabilization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7597378A JPS553450A (en) 1978-06-24 1978-06-24 Soil stabilization

Publications (2)

Publication Number Publication Date
JPS553450A JPS553450A (en) 1980-01-11
JPS6216990B2 true JPS6216990B2 (en) 1987-04-15

Family

ID=13591682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7597378A Granted JPS553450A (en) 1978-06-24 1978-06-24 Soil stabilization

Country Status (1)

Country Link
JP (1) JPS553450A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH049985U (en) * 1990-05-17 1992-01-28

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7065412B2 (en) * 2017-11-30 2022-05-12 パナソニックIpマネジメント株式会社 Insulation sheet and its manufacturing method, as well as electronic devices and battery units
EP4013765B1 (en) 2019-08-17 2024-02-14 Prefere Resins Holding GmbH Multifunctional cyclic organic carbonates as curing agents for organic compounds having phenolic hydroxyl groups
EP3786172A1 (en) 2019-09-02 2021-03-03 Prefere Resins Holding GmbH Multifunctional cyclic organic carbonates as curing agents for organic compounds having hydroxyl groups

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2164957A1 (en) * 1971-12-28 1973-07-05 Bayer Ag Setting silicate solutions - by adding carboxylic esters

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2164957A1 (en) * 1971-12-28 1973-07-05 Bayer Ag Setting silicate solutions - by adding carboxylic esters

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH049985U (en) * 1990-05-17 1992-01-28

Also Published As

Publication number Publication date
JPS553450A (en) 1980-01-11

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