JPS5837079A - Soil stabilization - Google Patents

Soil stabilization

Info

Publication number
JPS5837079A
JPS5837079A JP13502981A JP13502981A JPS5837079A JP S5837079 A JPS5837079 A JP S5837079A JP 13502981 A JP13502981 A JP 13502981A JP 13502981 A JP13502981 A JP 13502981A JP S5837079 A JPS5837079 A JP S5837079A
Authority
JP
Japan
Prior art keywords
soil
gel time
sulfate
agent
chloride
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
JP13502981A
Other languages
Japanese (ja)
Inventor
Yuzo Takase
高瀬 雄造
Motomu Miwa
求 三輪
Shuichi Tada
修一 多田
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.)
Adeka Corp
Original Assignee
Asahi Denka Kogyo KK
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 Asahi Denka Kogyo KK filed Critical Asahi Denka Kogyo KK
Priority to JP13502981A priority Critical patent/JPS5837079A/en
Publication of JPS5837079A publication Critical patent/JPS5837079A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To stabilize soil, by injecting into soil a water glass grouting agent contg. an acidic alkali metal sulfate and potassium chloride as hardeners, whereby gel time of soil is made adjustable within several seconds. CONSTITUTION:In an injection technique for stabilizing soil by injecting a water glass grouting agent into soil, a reagent soln. contg. 100pts.wt. acidic alkali metal sulfate and 5-100pts.wt. potassium chloride as hardeners is used. Further, not more than 30pts.wt. water-soluble neutral or basic bivalent or polyvalent metal salt may be incorporated in said reagent soln. contg. the hardeners. As said neutral or basic salt, magnesium chloride, magnesium sulfate, basic magnesium carbonate, aluminum sulfate and aluminum chloride are preferred from the viewpoint of solubility or liquid temperature characteristics of gel time.

Description

【発明の詳細な説明】 本発−は、水ガラス系グラウト剤を土壌に注入して土質
を安定化させる注入工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an injection method for stabilizing soil quality by injecting a water glass grouting agent into soil.

詳しくは、酸性硫酸アルカリ系硬化剤を用いてゲルタイ
ムを数秒以内に調節可能とした水ガラス系グラウト剤に
よる土質安定化法に関する。
Specifically, the present invention relates to a soil stabilization method using a water glass grouting agent, in which the gel time can be adjusted within a few seconds using an acidic sulfate-alkaline curing agent.

従来、水ガラス系グラウト剤の硬化剤として酸性硫酸ア
ルカリを使用する場合、増強剤或いはゲルタイム調整剤
としてカリミ目つバン、リン酸1ソーダ、酸化!グネシ
ウム、硫酸アルミニウムを併用することは公知である。
Conventionally, when acidic alkali sulfate is used as a hardening agent for water glass grouting agents, it is used as a reinforcing agent or a gel time adjusting agent such as Karimitsuban, monosodium phosphate, oxidation! It is known to use gnesium and aluminum sulfate together.

しかしながら、これらの硬化剤は低温で溶解が違かった
り、硬化物の体積収縮が大きかったり、強度が小さかっ
た抄して未だ十分満足出来ゐものではなかった。
However, these curing agents have not yet been fully satisfactory due to different solubility at low temperatures, large volumetric shrinkage of the cured product, and low strength.

IIIK最近ではゲルタイムが2〜5秒1ifの超瞬結
蓋グラウト剤を使用することにより、地盤改良効果を確
実にするとともに、薬液流出公害の防止がはかられつつ
あるが、酸性硫酸アルカリでゲルタイムを2〜S秒にす
るには種々の問題があシ、又、酸性硫酸アルカリと塩化
マグネシウム、塩化カルシウム等では使用割合の巾がせ
まく、得られる硬化物が不均一ゲルとなったり、強度が
小さかったり、離水が多かったりして未だ満足出来るも
のではなかつ九。
IIIK Recently, by using a super-instant-setting cap grouting agent with a gel time of 2 to 5 seconds 1if, it is possible to ensure the ground improvement effect and prevent pollution from chemical spills. There are various problems in reducing the time to 2 to S seconds, and the range of usage ratios for acidic alkali sulfate, magnesium chloride, calcium chloride, etc. is narrow, and the resulting cured product may become a non-uniform gel or have poor strength. It is still not satisfactory as it is small and there is a lot of separation.

本発明の目的はゲルタイムが2〜5秒程度の超瞬結硬化
をも可能とする硬化剤を用いて土質を安定化する方法を
提供することにある。
An object of the present invention is to provide a method for stabilizing soil quality using a hardening agent that enables ultra-instant hardening with a gel time of about 2 to 5 seconds.

本発明の他の目的はゲルタイムを短かくしかも土質強度
を大きくするために2価以上の金属の中性又は塩基性塩
を多くした場合にも均一なゲルが得られる硬化剤を用い
て土質を安定化させる方法を提供するζ々にある。
Another object of the present invention is to shorten the gel time and increase soil strength by using a hardening agent that can obtain a uniform gel even when a large amount of neutral or basic salts of divalent or higher metals is added. There are several methods that provide stabilization methods.

さらに本発明の他の目的はゲル化が均一で、土質強度が
大きくかつ離京の少ない硬化剤を用いて土質を安定化さ
せる方法を提供することにある。
Still another object of the present invention is to provide a method for stabilizing soil quality using a curing agent that uniformly gels, has high soil strength, and causes little detachment.

さらに本発明の別の目的Fi特に低温下であっても性能
の低下が起きない硬化剤を用いて土質を安定化させる方
法を提供することにある。
Another object of the present invention is to provide a method for stabilizing soil quality using a curing agent that does not cause any deterioration in performance, especially at low temperatures.

即ち、本発明の土質安定化法は、水ガラス系グラウト剤
を土壌に注入して土質を安定化させる注入工法において
、硬化鋼として 0)酸性硫酸アルカリ       100重量部(ロ
) 塩化カリウム         5〜100重量部
を含有する電液を使用する仁とを特徴とする。
That is, the soil stabilization method of the present invention is an injection method in which a water glass grouting agent is injected into the soil to stabilize the soil, and the hardened steel includes: 0) Acidic alkali sulfate 100 parts by weight (b) Potassium chloride 5 to 100 It is characterized by using an electrolyte containing parts by weight.

本発明において、酸性硫酸アルカリとは酸性硫酸ナトリ
ウム又は/及び酸性硫酸カリウムをいう。
In the present invention, acidic alkali sulfate refers to acidic sodium sulfate and/or acidic potassium sulfate.

本発明に使用される硬化1剤薬箪中には更に水溶性の2
価以上の金属の中性塩又は塩基性塩を30重量部以下、
好t しくas〜30重量部含有することが出来る。
In the hardening one-drug medicine cabinet used in the present invention, water-soluble two-drugs are further added.
30 parts by weight or less of a neutral salt or basic salt of a metal having a valence or higher,
It can preferably be contained in an amount of 30 parts by weight.

本発明において用い得や水溶性の2価以上の金属の中性
又株塩基性塩と’ri Oa、 Mgsムt、Fe  
の硫酸塩、炭酸塩、硝酸塩、塩酸塩(塩化物を含む)で
あるが、これらの溶解性或いはゲルタイムの液温特性等
から塩化iグネシウム、硫酸マグネシウム、塩基性炭酸
!グネシウム、硫酸アルきニウム、塩化アルミニウムが
好ましい。
Neutral or basic salts of water-soluble divalent or higher valent metals that can be used in the present invention, Oa, Mgsmut, Fe
sulfates, carbonates, nitrates, and hydrochlorides (including chlorides), but due to their solubility and liquid temperature characteristics of gel time, magnesium chloride, magnesium sulfate, and basic carbonate! Gnesium, aluminum sulfate, and aluminum chloride are preferred.

特にアルミニウム製品を塩化物により処理したと音発生
する筐から回収される塩化アルにニウムを主成分とス、
−る物質は塩化カリウムと併用することによシ著しい性
能を発揮し、このような童業廃秦物ともいえるものを使
用することは資源の有効利用の点からも有意義である・
又、塩化カリウムは低温での溶解、硬化性に支障ない程
度の塩化ナトリウムを含んでいてもよい。
In particular, when aluminum products are treated with chloride, the main component is aluminum chloride, which is recovered from the casing that generates noise.
This substance exhibits remarkable performance when used in combination with potassium chloride, and the use of such a substance, which can be called a child's waste product, is also meaningful from the point of view of effective use of resources.
Further, the potassium chloride may contain sodium chloride to the extent that it does not interfere with dissolution and hardenability at low temperatures.

また、本発明に用いる水ガラスとしては、 JI8に−
1408に規定される3号或いは4号ケイ酸ソーダが好
ましいが、とくに4号ケイ酸ソーダが低温時のゲル化特
性、ゲル化物の体積収縮上か、ら好ましい。
In addition, as the water glass used in the present invention, JI8-
No. 3 or No. 4 sodium silicate as defined in 1408 is preferred, and No. 4 sodium silicate is particularly preferred from the viewpoint of gelling properties at low temperatures and volumetric shrinkage of the gelled product.

本発明に係る硬化剤のグラウト剤に対する使用量はグラ
ウト剤の種類によって異なり一概にはいえないが、例え
ばグラウト剤として珪15号を用いる場合には、珪曹5
号100t1”水100tに希釈した液200tに対し
通常本発明の硬化剤約20〜35に#を水200 tK
lljかして使用する。特に本発明の硬化剤を22k1
以上用いると2〜S秒のゲルタイムを得ることができる
。またゲルタイムを長くしたいときには22kF以下の
量を用いればよい。
The amount of curing agent used in the present invention relative to the grouting agent varies depending on the type of grouting agent and cannot be unconditionally determined, but for example, when using Silica No. 15 as the grouting agent,
Normally, the curing agent of the present invention is mixed with about 20 to 35 # of the hardening agent of the present invention to 200 t of the solution diluted with 100 t of water and 200 tK of water.
llj and use it. In particular, the curing agent of the present invention is
If the above is used, a gel time of 2 to S seconds can be obtained. Moreover, when it is desired to lengthen the gel time, an amount of 22 kF or less may be used.

本発明の土質安定化法によれば、水ガラス系グラウト剤
のゲルタイムの調節、41に低温においても数秒以下の
瞬結にすることが容易である。
According to the soil stabilization method of the present invention, it is easy to adjust the gel time of the water glass grout agent and to achieve instantaneous setting of several seconds or less even at low temperatures.

なお、このような2〜6秒の超瞬結童硬化を行なう際K
Fi、グラウト剤に他の成分を添加することを避ける必
要がある。
In addition, when performing such super instantaneous hardening for 2 to 6 seconds, K
Fi, it is necessary to avoid adding other ingredients to the grouting agent.

★た酸性硫酸アルカリと塩化カリウムとの使用割合を変
えることによりゲルタイムを自由に選ぶことが出来、さ
らに2価以上の金属の中性又は塩基性塩を加えることに
よってゲルタイムの調整とくにゲルタイムの短縮が容易
となり、又ホモゲルの体積収縮率を減少せしめる効果が
ある。即ちシネリシス(離水)が少ない。
★Gel time can be freely selected by changing the ratio of acidic alkali sulfate and potassium chloride, and gel time can be adjusted, especially gel time can be shortened by adding neutral or basic salts of divalent or higher valent metals. This has the effect of reducing the volumetric shrinkage rate of the homogel. That is, there is little syneresis (syneresis).

従来の硬化剤でFia〜5℃の如き低温でIIi溶解槽
に付設したヒーターによ如加熱し、溶解速度を速め、ゲ
ルタイムを2〜5秒にlll製しなければならなかった
が、特に塩化カリウムは低温において4溶解性がよく、
従来使用されているカリdHウパンと比較しても溶解性
がよい。更に塩化カリウムは溶解助剤的に作用し、酸性
芒硝の溶解速度を速くする。
With conventional curing agents, it was necessary to heat the IIi melting tank at a low temperature of ~5°C using a heater attached to the IIi melting tank to accelerate the dissolution rate and achieve a gel time of 2 to 5 seconds. Potassium is highly soluble at low temperatures,
It has good solubility compared to the conventionally used potassium dH upan. Furthermore, potassium chloride acts as a solubilizing agent and increases the rate of dissolution of acidic sodium sulfate.

このように、本発明の方法Fi硬化剤の使用量を適当に
調節することにより、注入の初期には2〜3秒の超瞬結
m硬化をも可能とし、その彼には数秒〜数分の間で自由
にゲルタイムの―節ができる本のである。
As described above, by appropriately adjusting the amount of the Fi curing agent used in the method of the present invention, it is possible to achieve ultra-instant curing for 2 to 3 seconds at the initial stage of injection; This is a book where you can freely create gel time sections.

さらに、本発明の方法は上記の如き硬化剤を用いること
により0℃付近の低温下でも上記のゲルタイムの調節が
容易で性能の低下を招くことがない。
Further, in the method of the present invention, by using the above-mentioned curing agent, the above-mentioned gel time can be easily adjusted even at low temperatures around 0° C., and there is no deterioration in performance.

また、本発明の方法は均一なゲル化が可能で得られる硬
化物の体積収縮が小さく、硬化物の強度がきわめて大き
いという非常に優れた効果を発揮するものである。
Further, the method of the present invention exhibits extremely excellent effects in that uniform gelation is possible, the volumetric shrinkage of the obtained cured product is small, and the strength of the cured product is extremely high.

以下に本発明の実施例を示し、本発明の効果を具体的に
明らかにする。
Examples of the present invention will be shown below to specifically clarify the effects of the present invention.

実施例1〜?及び比較例1.2 (ゲルタイムの測定)
珪1S号25−を水25紅で希釈してム液とする。下記
表1中の硬化剤の水溶@5Q11jを鯛製しB液とする
。ム液とBiIを所定温度(10℃)にし友後、内省を
混合しゲルタイムを測定した。
Example 1~? and Comparative Example 1.2 (Measurement of gel time)
Dilute silicon 1S No. 25- with 25 ml of water to make a liquid. The aqueous solution @5Q11j of the curing agent in Table 1 below was made into sea bream and used as liquid B. After heating the liquid and BiI to a predetermined temperature (10°C), the mixture was mixed and the gel time was measured.

その結果は表1の通抄であった。表1中の硬化剤の1!
1ljIIDIIIにおける数字は各成分の配合比(重
量比)を示す(以下同じ)。
The results were as shown in Table 1. 1 of the hardening agents in Table 1!
The numbers in 1ljIIDIII indicate the blending ratio (weight ratio) of each component (the same applies hereinafter).

実施例10〜14及び比較例3,4(シネリシスの測定
)実施例1〜9及び比較例1,2で示した硬化剤を使用
し、同一方法で調製したム、B両液を使用してゲル化物
を作成し、ゲル化物100αを轡閉容器中に入れ、20
℃の恒温槽に24時間保存したのち上記ゲル化物から分
離された水分を測定することによりシネリシスの測定を
行なった。
Examples 10 to 14 and Comparative Examples 3 and 4 (Measurement of syneresis) Using the curing agents shown in Examples 1 to 9 and Comparative Examples 1 and 2, both Mu and B solutions prepared in the same manner were used. A gelled product was prepared, and 100α of the gelled product was placed in a closed container.
Syneresis was measured by measuring the water separated from the gelled product after storing it in a constant temperature bath at .degree. C. for 24 hours.

その結果は表2の通りであった0表2中ゲル化物の種@
U前記実施例(比較例)Aで示した(以下同じ)。
The results were as shown in Table 2.
U Shown in Example (Comparative Example) A above (the same applies hereinafter).

表    2 実施例15〜19及び比較例5〜6 珪14号(アデカボンド、旭電化工業(株)製)を用い
て先に示した実施例1と同じ方法でゲルタイムを測定し
え、その結果は表5の通りであった。
Table 2 Examples 15 to 19 and Comparative Examples 5 to 6 Gel time can be measured using Silicon No. 14 (ADEKABOND, manufactured by Asahi Denka Kogyo Co., Ltd.) in the same manner as in Example 1 shown above, and the results are as follows. It was as shown in Table 5.

表  5 実施例20.21及び比較例7 珪曹4号を用いて先に示した実施例10と1iじ方法で
48時間後のシネリシスを測定した。
Table 5 Example 20.21 and Comparative Example 7 Syneresis after 48 hours was measured using silica No. 4 in the same manner as in Example 10 described above.

その結果は表40通夛であった。The results were as shown in Table 40.

表  4Table 4

Claims (1)

【特許請求の範囲】 1、 水ガラス系グラウト剤を土壌に注入して土質を安
定化させる注入工法におちて、硬化剤として (イ)酸性硫酸アルカリ    100重量部(ロ) 
塩化カリウム       5〜100重量部を含有す
る薬液を使用することを特徴とする土質安定化法。 2、iI化剤薬箪が水溶性の2価以上の金属の中性塩又
は塩基性塩をSO重量部以下含有す゛る特許請求の範囲
第1項記載の土質安定化法。
[Claims] 1. In an injection method in which a water glass grouting agent is injected into soil to stabilize the soil quality, as a hardening agent (a) 100 parts by weight of an acid alkali sulfate (b)
A soil stabilization method characterized by using a chemical solution containing 5 to 100 parts by weight of potassium chloride. 2. The soil stabilization method according to claim 1, wherein the iI-forming agent contains a water-soluble neutral salt or basic salt of a divalent or higher valent metal in an amount of not more than part by weight of SO.
JP13502981A 1981-08-28 1981-08-28 Soil stabilization Pending JPS5837079A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13502981A JPS5837079A (en) 1981-08-28 1981-08-28 Soil stabilization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13502981A JPS5837079A (en) 1981-08-28 1981-08-28 Soil stabilization

Publications (1)

Publication Number Publication Date
JPS5837079A true JPS5837079A (en) 1983-03-04

Family

ID=15142270

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13502981A Pending JPS5837079A (en) 1981-08-28 1981-08-28 Soil stabilization

Country Status (1)

Country Link
JP (1) JPS5837079A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1088876A1 (en) * 1999-09-29 2001-04-04 Eberhard Recycling AG Method and binder composition for soil conditioning

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52118906A (en) * 1976-03-31 1977-10-05 Sekisui Chemical Co Ltd Method of stabilizing soil
JPS56152884A (en) * 1980-04-30 1981-11-26 Nitto Chem Ind Co Ltd Soil stabilization method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52118906A (en) * 1976-03-31 1977-10-05 Sekisui Chemical Co Ltd Method of stabilizing soil
JPS56152884A (en) * 1980-04-30 1981-11-26 Nitto Chem Ind Co Ltd Soil stabilization method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1088876A1 (en) * 1999-09-29 2001-04-04 Eberhard Recycling AG Method and binder composition for soil conditioning

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