JP2002088365A - Bicarbonate-based hardening agent for silicate-based soil stabilizing chemical liquid - Google Patents

Bicarbonate-based hardening agent for silicate-based soil stabilizing chemical liquid

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Publication number
JP2002088365A
JP2002088365A JP2000278366A JP2000278366A JP2002088365A JP 2002088365 A JP2002088365 A JP 2002088365A JP 2000278366 A JP2000278366 A JP 2000278366A JP 2000278366 A JP2000278366 A JP 2000278366A JP 2002088365 A JP2002088365 A JP 2002088365A
Authority
JP
Japan
Prior art keywords
component
curing agent
bicarbonate
solution
silicate
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
Application number
JP2000278366A
Other languages
Japanese (ja)
Other versions
JP4601140B2 (en
Inventor
Masa Nakamura
雅 中村
Kenji Sawada
健司 澤田
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.)
Mitsubishi Rayon Co Ltd
Original Assignee
Mitsubishi Rayon Co Ltd
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Filing date
Publication date
Application filed by Mitsubishi Rayon Co Ltd filed Critical Mitsubishi Rayon Co Ltd
Priority to JP2000278366A priority Critical patent/JP4601140B2/en
Publication of JP2002088365A publication Critical patent/JP2002088365A/en
Application granted granted Critical
Publication of JP4601140B2 publication Critical patent/JP4601140B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators
    • C04B2103/14Hardening accelerators
    • 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
    • C04B2111/00086Mixtures with prolonged pot-life
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a bicarbonate-based hardening agent for a silicate-based soil stabilizing chemical liquid resistant to caking after the storage for a long period, having high solubility in water and developing high strength of the hardened material. SOLUTION: The hardening agent is composed of (a) sodium bicarbonate, (b) potassium bicarbonate, (c) one or more compounds selected from powdery naphthalenesulfonic acid compounds, ligninsulfonic acid compounds, oxypolycarboxylic acid compounds and melaminesulfonic acid compounds and (d) an alkali metal carbonate. The a/b ratio is 85/15 to 15/85, the amount of the component (c) is 0.02-3 pts.wt. and that of the component (d) is 0.02-10 pts.wt. based on 100 pts.wt. of a+b.

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】本発明は珪酸塩系土質安定用
薬液における重炭酸塩系硬化剤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bicarbonate hardener in a silicate soil stabilizing chemical.

【0002】[0002]

【従来の技術】従来、軟弱地盤を強化したり漏水地盤を
止水するために、種々の薬液を地盤内に注入し、地盤中
でゲル化させる地盤安定化工法が知られているが、特に
アルカリ珪酸塩水溶液を主剤液とし、これと硬化剤とを
組み合わせた薬液からなる、いわゆる珪酸塩系土質安定
用薬液は安価であり、他のグラウトと比較して公害を起
こす恐れが小さい等の特徴があり、現在広く実用化され
ている.
2. Description of the Related Art Conventionally, there has been known a ground stabilization method in which various chemicals are injected into the ground and gelled in the ground in order to strengthen the soft ground or stop water from leaking the ground. So-called silicate-based soil stabilization chemicals, which consist of an alkali silicate aqueous solution as the main agent solution and a combination of this and a hardening agent, are inexpensive and have a lower risk of causing pollution than other grouts. And is currently widely used.

【0003】珪酸塩系土質安定用薬液は、硬化剤の使用
量を適宜変化させ施工の目的や地盤の状況に応じ、所望
のゲルタイムに調整され施工が行われている。これら珪
酸塩系グラウト用の硬化剤としては、従来種々の物質が
提案されているが、危険性がなくて取扱いが容易なこ
と、その使用量を変えることで薬液のゲルタイムを数秒
から数分の範囲いわゆる瞬結型から緩結型まで幅広く調
整出来る事などの点から、重炭酸塩からなる硬化剤が広
く用いられている。
[0003] The silicate-based soil stabilizing chemicals are adjusted to a desired gel time according to the purpose of the application and the condition of the ground by appropriately changing the amount of the hardening agent used. As the curing agent for these silicate grouts, various substances have been conventionally proposed.However, there is no danger and the handling is easy, and the gel time of the chemical solution can be changed from several seconds to several minutes by changing the amount of use. A hardening agent made of bicarbonate is widely used because it can be widely adjusted from a so-called instantaneous setting type to a loose setting type.

【0004】また、出願人は特開平08-277524号公報で
炭酸塩を主成分とする硬化剤として重炭酸ナトリウムと
重炭酸カリウムを56:44〜75:25の範囲で組み合わせるこ
とにより、形成された硬化体の強度の発現が良好で、か
つ、離しょう現象の少ない珪酸塩系土質安定用薬液およ
び地盤安定化工法を提案している。
Further, the applicant has disclosed in Japanese Patent Application Laid-Open No. 08-277524 a combination of sodium bicarbonate and potassium bicarbonate in the range of 56:44 to 75:25 as a curing agent containing carbonate as a main component. Of silicate-based soil stabilization chemicals and soil stabilization methods that exhibit good strength of the hardened body and have less delamination phenomena.

【0005】従来の重炭酸塩を主成分とする珪酸塩系土
質安定剤の硬化剤は長期間貯蔵した場合、硬化剤が固結
し、硬化剤を水に溶解させ硬化剤液を調製している時に
溶解槽の撹拌羽を破壊する等の問題点があった。
When a conventional silicate soil stabilizer containing bicarbonate as a main component is stored for a long period of time, the hardener solidifies, and the hardener is dissolved in water to prepare a hardener liquid. There was a problem that the stirring blade of the dissolving tank was destroyed during the operation.

【0006】また、硬化剤液の調製において、特にゲル
タイムを早くするためにアルカリ珪酸塩に対する硬化剤
重量比を高めた場合、溶解時間が長くなり、硬化剤を水
に溶解させ硬化剤液を調製するのに長時間を要し、施工
が長引くなどの作業上の問題点もあった。さらに、アル
カリ珪酸塩に対する硬化剤の使用量を変化させ、薬液の
ゲルタイムを10数秒から数分の範囲のいわゆる緩結に調
整した場合やゲルタイム10秒以内のいわゆる瞬結に調整
した場合にも、安定化処理した地盤の強度が低く,処理
した地盤を切削したときに該地盤が崩壊したり亀裂を生
じる等の問題点があった。
In addition, in the preparation of a curing agent liquid, especially when the weight ratio of the curing agent to the alkali silicate is increased in order to shorten the gel time, the dissolution time becomes longer, and the curing agent is dissolved in water to prepare the curing agent liquid. It took a long time to complete, and there were also problems in work such as prolonged construction. Furthermore, by changing the amount of the hardening agent used for the alkali silicate, when adjusting the gel time of the chemical solution to a so-called slow setting within a range of 10 seconds to several minutes or a so-called instant setting within 10 seconds of the gel time, The strength of the ground subjected to the stabilization treatment is low, and when the treated ground is cut, there is a problem that the ground collapses or cracks occur.

【0007】特開平08-277524号公報記載の重炭酸塩を
主成分とした硬化剤を改良した硬化剤を用いた珪酸塩系
土質安定用薬液は硬化体の強度の発現が良好で、かつ、
離しょう現象の少ないものであったが、硬化剤自体を長
期間貯蔵した場合に固結したり、硬化剤を水に溶解させ
硬化剤液を調製するのに溶解時間が長く、施工が長引く
などの作業上の問題点があり、改善が望まれていた。ま
た、強度に関しては従来の重炭酸塩からなる硬化剤を用
いた場合に比較して改善がなされていたが、超軟弱地盤
の様なさらに強度を必要とする場面においては、いまだ
十分とは言えず、更なる改善が望まれていた。
A silicate-based soil stabilizing chemical using a curing agent obtained by improving a bicarbonate-based curing agent described in Japanese Patent Application Laid-Open No. 08-277524 has excellent strength of a cured product, and
Although the phenomenon of segregation was small, the curing agent itself solidified when stored for a long period of time, and the dissolution time was long to prepare the curing agent liquid by dissolving the curing agent in water, and the construction was prolonged. There was a problem in the work, and improvement was desired. In addition, although the strength was improved compared to the case where a conventional bicarbonate hardening agent was used, it can be said that it is still sufficient in situations where further strength is required such as ultra soft ground. No further improvement was desired.

【0008】[0008]

【発明が解決しようとする課題】本発明の目的は、珪酸
塩系土質安定用薬液における重炭酸塩からなる硬化剤で
あって、長期間貯蔵しても固結を起こしにくく、かつ水
への溶解性が良く、形成する硬化体の強度の発現を良好
である重炭酸塩系硬化剤を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a hardening agent comprising bicarbonate in a silicate-based soil stabilizing solution, which hardly causes caking even when stored for a long time, and An object of the present invention is to provide a bicarbonate-based curing agent which has good solubility and good strength of a cured product to be formed.

【0009】本発明の珪酸塩系土質安定剤の硬化剤を見
い出すにあたって、目的とする性能基準を次のとおりと
し、これらの性能基準をいずれも満たした時、本発明の
目的が達成されたとした。
In finding a hardening agent for the silicate soil stabilizer of the present invention, the following performance criteria are set, and when all of these performance criteria are satisfied, the object of the present invention has been achieved. .

【0010】(1)硬化剤450gを15cm×18cmのポリエチレ
ンビニール袋(0.5mmφ×6ヶのピンホールをつけたも
の)に入れ、封したものを試験体とし0.2N/mm2荷重のも
と35℃、湿度65%の恒温恒湿室内で一年間貯蔵した。し
かる後、サンプルを12メッシュのふるい上にあけ、ふる
い上に残った重量A(g)とふるいを通過した重量B(g)を
測定し、下式より固結率を算出し,固結率が10%未満であ
れば目的を達成されたとした。 固結率(%)=A/(A+B)×100
(1) 450 g of a curing agent is placed in a 15 cm × 18 cm polyethylene vinyl bag (0.5 mmφ × 6 with pinholes), sealed, and used as a test specimen under a load of 0.2 N / mm 2. It was stored for one year in a thermo-hygrostat at 35 ° C and 65% humidity. Thereafter, the sample was placed on a 12-mesh sieve, the weight A (g) remaining on the sieve and the weight B (g) passed through the sieve were measured, and the consolidation rate was calculated from the following equation, and the consolidation rate was calculated. Is less than 10%, the object was deemed to have been achieved. Consolidation rate (%) = A / (A + B) × 100

【0011】(2)5℃の環境下、ドラム缶内に硬化剤20k
gと硬化剤液が200リットルとなるように5℃の水を加
え、ミキサー(パワーミックスPM220B東芝(株)製)を用い
て攪拌し硬化剤が完全に溶解するまでの時間が5分以内
であれば目的が達成されたとした。
(2) Under an environment of 5 ° C., a curing agent of 20 k
Add water at 5 ° C so that the g and the curing agent liquid become 200 liters, and stir using a mixer (Powermix PM220B manufactured by Toshiba Corporation), and within 5 minutes until the curing agent is completely dissolved. If so, the goal was achieved.

【0012】(3)アルカリ珪酸塩として、日本工業規格
(JIS K-1408)に規定されている3号珪酸ソーダを用
い、3号珪酸ソーダ80リットルと水120リットルの割合
で混合して調製した水溶液を主剤液(A液)としたとき、
硬化剤を含む水溶液をB液として、A液とB液とを等量
づつ混合して得られた薬液が温度20℃において;B液中
の硬化剤量を調整し薬液のゲルタイムを1分30秒〜2分30
秒(緩結)に調整した時、ゲル化1日経過後における形成
された硬化体(ホモゲル体)の一軸圧縮強度値が0.015N
/mm2以上であり、かつB液の硬化剤量を調整し薬液のゲ
ルタイムを7〜10秒(瞬結)に調整したとき、ゲル化1日
経過後における形成された硬化体(ホモゲル体)の一軸
圧縮強度値が0.045N/mm2以上であれば目的を達成された
とした。
(3) No. 3 sodium silicate specified in Japanese Industrial Standards (JIS K-1408) was used as an alkali silicate, and was prepared by mixing 80 liters of No. 3 sodium silicate and 120 liters of water. When the aqueous solution is used as the main solution (solution A),
A solution obtained by mixing an equal amount of the solution A and the solution B with the aqueous solution containing the curing agent as the solution B at a temperature of 20 ° C .; adjusting the amount of the curing agent in the solution B to reduce the gel time of the solution to 1 minute 30 minutes Seconds to 2 minutes 30
When adjusted to seconds (relaxation), the unconfined compressive strength value of the formed cured body (homogel body) after one day of gelation was 0.015 N
/ mm 2 or more, and when the gel time of the chemical solution is adjusted to 7 to 10 seconds (flashing) by adjusting the amount of the curing agent of the solution B, the cured body (homogel body) formed after 1 day of gelation When the uniaxial compressive strength value was 0.045 N / mm 2 or more, it was determined that the object was achieved.

【0013】[0013]

【課題を解決するための手段】本発明者らは、前記問題
点を改善し課題を解決すべく鋭意検討した結果、珪酸塩
系土質安定用薬液における硬化剤において、該重炭酸塩
系硬化剤がa成分:重炭酸ナトリウム、b成分:重炭酸
カリウムの重炭酸塩とc成分:形態が粉末状のナフタレ
ンスルホン酸系化合物、リグニンスルホン酸系化合物、
オキシポリカルボン酸系化合物及びメラミンスルホン酸
系化合物からなる群より選ばれた少なくとも一種並びに
d成分:炭酸アルカリ金属塩からなり、その量比が重量
比でa成分とb成分の比が特定の範囲で、(a成分+b
成分)100質量部あたりc成分が特定範囲で、かつ(a
成分+b成分)100質量部あたりd成分が特定の範囲と
なるように配合された組成にすることにより意外にも前
記の性能基準をいずれも満たすことを知り、本発明を完
成した。
Means for Solving the Problems The inventors of the present invention have conducted intensive studies to improve the above problems and to solve the problems. As a result, the hardening agent in the silicate-based soil stabilizing chemical solution contains the bicarbonate-based hardening agent. Is a component: sodium bicarbonate, b component: bicarbonate of potassium bicarbonate and c component: naphthalenesulfonic acid compound, ligninsulfonic acid compound in powder form,
At least one selected from the group consisting of oxypolycarboxylic acid compounds and melamine sulfonic acid compounds; and
d component: an alkali metal carbonate, the amount ratio of which is a weight ratio, and the ratio of the a component to the b component in a specific range, (a component + b
Component) The component c is in a specific range per 100 parts by mass, and (a)
(Component + b component) It has been surprisingly found that the composition is such that the d component is in a specific range per 100 parts by mass, thereby satisfying all of the above performance criteria.

【0014】すなわち、本発明は「珪酸塩系土質安定用
薬液に用いる重炭酸塩系硬化剤であって、該重炭酸塩系
硬化剤がa成分:重炭酸ナトリウム、b成分:重炭酸カ
リウム、c成分:形態が粉末状の,ナフタレンスルホン
酸系化合物、リグニンスルホン酸系化合物、オキシポリ
カルボン酸系化合物、メラミンスルホン酸系化合物より
なる群から選ばれた少なくとも一種並びにd成分:炭酸
アルカリ金属塩からなり、その硬化剤各成分の割合がa
成分とb成分の量比が85:15〜15:85、c成分がa成分
とb成分の合計量100質量部あたり0.02〜3質量部、か
つd成分がa成分とb成分の合計量100質量部あたり0.02
〜10質量部の範囲であることを特徴とする珪酸塩系土質
安定用薬液における重炭酸塩系硬化剤。」を要旨とす
る。
That is, the present invention provides a bicarbonate-based curing agent for use in a silicate-based soil stabilizing chemical solution, wherein the bicarbonate-based curing agent comprises component a: sodium bicarbonate, component b: potassium bicarbonate, Component c: powdery form, at least one selected from the group consisting of naphthalenesulfonic acid compounds, ligninsulfonic acid compounds, oxypolycarboxylic acid compounds, and melaminesulfonic acid compounds, and component d: alkali metal carbonate And the ratio of each component of the curing agent is a
The amount ratio of the component to the component b is 85:15 to 15:85, the component c is 0.02 to 3 parts by mass per 100 parts by mass of the total amount of the component a and the component b, and the component d is 100 of the total amount of the component a and the component b. 0.02 per part by mass
A bicarbonate-based curing agent in a silicate-based soil stabilizing chemical solution, wherein the content is in the range of 10 to 10 parts by mass. ”.

【0015】[0015]

【発明実施の形態】以下、本発明の詳細を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below.

【0016】本発明の土質安定用薬液における硬化剤
は、a成分:重炭酸ナトリウム、b成分:重炭酸カリウ
ムの重炭酸塩とc成分:形態が粉末状のナフタレンスル
ホン酸系化合物、リグニンスルホン酸系化合物、オキシ
ポリカルボン酸系化合物及びメラミンスルホン酸系化合
物よりなる群から選ばれた少なくとも一種並びにd成
分:炭酸アルカリ金属塩からなる。
The hardening agent in the soil stabilizing chemical solution of the present invention includes: a component: sodium bicarbonate, b component: potassium bicarbonate bicarbonate and c component: powdery naphthalenesulfonic acid compound, ligninsulfonic acid And at least one selected from the group consisting of oxypolycarboxylic acid compounds and melamine sulfonic acid compounds, and d component: alkali metal carbonate.

【0017】以下重炭酸ナトリウムをa成分、重炭酸カ
リウムをb成分、形態が粉末状のナフタレンスルホン酸
系化合物、リグニンスルホン酸系化合物、オキシポリカ
ルボン酸系化合物及びメラミンスルホン酸系化合物より
なる群から選ばれた少なくとも一種をc成分、炭酸アル
カリ金属塩をd成分と略す。
A group consisting of a component of sodium bicarbonate, a component of potassium bicarbonate, a naphthalenesulfonic acid compound, a ligninsulfonic acid compound, an oxypolycarboxylic acid compound and a melaminesulfonic acid compound in powder form. At least one kind selected from the above is abbreviated as c component, and the alkali metal carbonate is referred to as d component.

【0018】本発明のa成分、b成分は一般に市販され
ているものを用いることが出来る。c成分は粉末ナフタ
レンスルホン酸系化合物はナフタレンスルホン酸やアル
キルアリルスルホン酸のアルカリ(土類)金属塩、または
これらのホルマリン縮合物など粉末状の各種誘導体で、
市販品では例えばマイティ100(花王(株)社製)をあげる
ことが出来る。
As the components a and b of the present invention, commercially available components can be used. The component c is a powdery naphthalene sulfonic acid compound is an alkali (earth) metal salt of naphthalene sulfonic acid or alkyl allyl sulfonic acid, or various derivatives in powder form such as a condensate of formalin thereof.
Commercially available products include, for example, Mighty 100 (manufactured by Kao Corporation).

【0019】c成分の粉末リグニンスルホン酸系化合物
はリグニンスルホン酸のアルカリ(土類)金属塩、または
これらのホルマリン縮合物など粉末状の各種誘導体で、
市販品では例えば、サンフローR(サンフロー(株)社製)
をあげる事が出来る。c成分のポリカルボン酸系化合物
はカルボキシル基を有する化合物のアルカリ(土類)金属
塩の付加または縮合重合物など粉末状の各種誘導体で、
例えば市販品のパリック#1(エフ・ピー・ケイ(株)
製))を35℃で質量変化0.1%未満になるまで乾燥させた
もの等を用いることが出来る。
The powdered lignin sulfonic acid compound of the component c is an alkali (earth) metal salt of lignin sulfonic acid or various powdery derivatives such as condensates of formalin thereof.
In commercial products, for example, Sunflow R (manufactured by Sunflow Co., Ltd.)
Can be raised. The polycarboxylic acid compound of the component c is a powdery derivative such as an addition or condensation polymer of an alkali (earth) metal salt of a compound having a carboxyl group,
For example, commercially available Palic # 1 (FPK Corporation)
)) Dried at 35 ° C. until the mass change is less than 0.1%.

【0020】c成分の粉末メラミンスルホン酸系化合物
はメラミンスルホン酸のアルカリ(土類)金属塩、または
これらのホルマリン縮合物など粉末状の各種誘導体で,
市販品では例えば,SMF-PD(日産化学工業(株)製)を挙げ
ることが出来る。
The powdered melamine sulfonic acid compound of the component c is an alkali (earth) metal salt of melamine sulfonic acid or various powdery derivatives such as condensates of formalin thereof.
Commercially available products include, for example, SMF-PD (manufactured by Nissan Chemical Industries, Ltd.).

【0021】これらc成分はいずれも粉末のもので、液
状のものを用いると固結の原因となる。また、d成分は
M2CO3(MはLi、Na、Kのアルカリ金属元素を示す)の化学
式で表現される化合物であり、一般に市販されているも
のを用いることが出来る。
These c components are all powders, and use of a liquid component causes caking. The d component is
A compound represented by a chemical formula of M 2 CO 3 (M represents an alkali metal element of Li, Na, and K), and a commercially available compound can be used.

【0022】本発明の硬化剤は、これらa成分、b成
分、c成分、d成分の量比が質量比でa成分:b成分=8
5:15〜15:85の範囲であり、c成分は(a成分+b成
分)100質量部あたり0.02〜3質量部、かつ(a成分+
b成分)100質量部あたりd成分が0.02〜10質量部の範
囲となるように配合された組成である珪酸塩系土質安定
用薬液における重炭酸塩系硬化剤である。
In the curing agent of the present invention, the ratio of the components a, b, c, and d is a component: b component = 8 by mass ratio.
5:15 to 15:85, and the c component is 0.02 to 3 parts by mass per 100 parts by mass of the (a component + b component), and (a component +
(b-component) A bicarbonate-based curing agent in a silicate-based soil stabilizing chemical liquid having a composition in which the d-component is in the range of 0.02 to 10 parts by mass per 100 parts by mass.

【0023】硬化剤の組成として規定した量比範囲に対
して、硬化剤中の(a成分+b成分)100質量部あたり
のa成分またはb成分が15質量部より少ないとき、また
は85質量部よりも多いときには形成された硬化体の一軸
圧縮強度に関して前記の性能基準を満たさず本発明の目
的を達成することが出来ない。
When the amount of component (a) or component (b) per 100 parts by mass of (a component + b component) in the curing agent is less than 15 parts by mass or from 85 parts by mass, based on the amount ratio range defined as the composition of the curing agent. When the content is too large, the above-mentioned performance standard is not satisfied with respect to the uniaxial compressive strength of the formed cured product, and the object of the present invention cannot be achieved.

【0024】また、c成分の量比が(a成分+b成分)
100質量部あたり0.02質量部より少ないときには5℃に
おける圧縮強度および溶解性や固結に関して、また3質
量部より多いときには固結に関していずれも前記の性能
を満たさず本発明の目的を達成することが出来ない。
In addition, the quantitative ratio of the component c is (component a + component b)
When the amount is less than 0.02 parts by mass per 100 parts by mass, compressive strength and solubility and consolidation at 5 ° C. are not satisfied, and when it is more than 3 parts by mass, neither of the above-mentioned properties is satisfied and the object of the present invention can be achieved. Can not.

【0025】また、d成分の量比が(a成分+b成分)
100質量部あたり0.02質量部より少ないとき、または10
質量部より多いときには固結に関していずれも前記の性
能を満たさず本発明の目的を達成することが出来ない。
The ratio of the amount of the d component is (a component + b component).
When less than 0.02 parts by mass per 100 parts by mass or 10
When the amount is more than the mass part, any of the above-mentioned performances regarding the consolidation is not satisfied, and the object of the present invention cannot be achieved.

【0026】次に、本発明の硬化剤を用いた珪酸塩系土
質安定用薬液の主剤のアルカリ珪酸塩には、従来から珪
酸塩系土質安定用薬液に用いられているもの、例えば、
日本工業規格(JIS K1408)に規定されている1〜3号
珪酸ソーダ、またはSiO2/Na2O(モル比)が4〜6の範
囲であるシリカゾル等を用いることができる。また商品
名「ニトロック」(三菱レイヨン社製)を用いることも
出来る。
Next, the alkali silicate as a main component of the silicate soil stabilizing chemical solution using the curing agent of the present invention includes those conventionally used in silicate soil stabilizing chemicals, for example,
No. 1 to 3 sodium silicate specified in Japanese Industrial Standards (JIS K1408), or silica sol having a SiO 2 / Na 2 O (molar ratio) in the range of 4 to 6 can be used. Also, the trade name "Nitroc" (manufactured by Mitsubishi Rayon Co., Ltd.) can be used.

【0027】これら珪酸ソーダは一般に水溶液状になっ
ているが、施工時に更に水で希釈して土質安定化に適し
た適宜の濃度の水溶液にする。例えば、珪酸ソーダ水溶
液(以下A液と略す)と硬化剤液(以下B液と略す)と
を等容量ずつ混合しながら地盤中に注入する通常の施工
法において、珪酸ソーダ源としてJIS3号水ガラスが用
いられた場合は通常、該珪酸ソーダ70〜120容量部を水
で希釈して200容量部にしたものをA液として使用す
る。A液中の珪酸ソーダ濃度は高くする程処理地盤の強
度を大きくすることが出来る。
Although these sodium silicates are generally in the form of an aqueous solution, they are further diluted with water at the time of construction to obtain an aqueous solution having an appropriate concentration suitable for stabilizing the soil. For example, in a normal construction method in which an aqueous sodium silicate solution (hereinafter abbreviated as solution A) and a hardener solution (hereinafter abbreviated as solution B) are mixed in equal volumes and injected into the ground, JIS No. 3 water glass is used as a sodium silicate source. In general, when A is used, a solution prepared by diluting 70 to 120 parts by volume of the sodium silicate with water to 200 parts by volume is used as the liquid A. The higher the sodium silicate concentration in the solution A, the greater the strength of the treated ground.

【0028】本発明の土質安定用薬液における硬化剤組
成物の水溶液(B液)は、A液とB液とを適宜の量比で混
合して得られた薬液400リットルあたり、例えば3号珪
酸ソーダ80リットルを含む場合には硬化剤組成物の重量
が特に規定はないが、通常10.0kg〜35.0kgの範囲となる
ように調製する。上記範囲以内で、硬化剤組成物の使用
量を多くすると薬液のゲルタイムを短くことが、一方少
なくすると薬液のゲルタイムを長く調整することが出来
る。
The aqueous solution (solution B) of the curing agent composition in the soil stabilizing solution of the present invention is prepared by mixing the solution A and the solution B at an appropriate ratio, for example, per 400 liters of the solution, for example, No. 3 silicate. When containing 80 liters of soda, the weight of the curing agent composition is not particularly limited, but is usually adjusted to be in a range of 10.0 kg to 35.0 kg. Within the above range, increasing the amount of the curing agent composition can shorten the gel time of the chemical, while decreasing the amount can increase the gel time of the chemical.

【0029】実際の地盤安定化においては、主剤として
のアルカリ珪酸塩と水とを混合してA液を、また、本発
明で規定した硬化剤組成物と水とを混合してB液をそれ
ぞれ調製し、調製されたA液とB液とを適宜の比率で混
合して得られた薬液を地盤内に注入して硬化させ、地盤
を安定化させる方法を例示することが出来る。
In actual ground stabilization, the liquid A is mixed with an alkali silicate as a main agent and water, and the liquid B is mixed with a curing agent composition specified in the present invention and water. An example is a method of stabilizing the ground by injecting and hardening a drug solution obtained by mixing and preparing the prepared A solution and the B solution at an appropriate ratio into the ground and hardening the same.

【0030】薬液の地盤内の注入に際しては、単菅式、
二重菅式、多重菅式などの各種注入菅に用いる事がで
き、またA液とB液とを予め混合して注入菅に導く方
法、A液とB液とを注入間の基部に設けた混合部−例え
ば、Y字菅において混合して注入管に導く方法、あるい
は、A液とB液とをそれぞれ独立に注入菅に導いて注入
菅内で混合する方法,あるいは、A液とB液とをそれぞ
れ独立に注入菅に導いて、注入菅から地盤内に注入しな
がら地盤内において合流・混合させる等適宜の方法を薬
液のゲルタイムや施工性に応じて採用することが出来
る。
When injecting a chemical solution into the ground, a single tube type
It can be used for various injection tubes such as double tube type and multiple tube type. It is also possible to mix solution A and solution B in advance and guide them to the injection tube. Solution A and solution B are provided at the base between injections. Mixing part-for example, a method of mixing in a Y-shaped tube and leading to an injection tube, or a method of independently leading solution A and solution B to an injection tube and mixing in the injection tube, or solution A and solution B And the like can be independently guided to the injection pipe, and a suitable method such as merging and mixing in the ground while injecting into the ground from the injection pipe can be adopted according to the gel time of the chemical solution and workability.

【0031】[0031]

【実施例】次に、実施例および比較例によって、本発明
を具体的に説明する。本発明は、これら、実施例に限定
されるものではない。
Next, the present invention will be described specifically with reference to examples and comparative examples. The present invention is not limited to these examples.

【0032】硬化剤が1tとなるようにナウターミキサ
ーに24メッシュのふるいを通過させた重炭酸ナトリウム
および重炭酸カリウムを投入し、さらに24メッシュのふ
るいを通過させたc成分を投入、最後に24メッシュのふ
るいを通過させた炭酸アルカリ塩を投入し、30分混合し
たものを硬化剤とし、試験に用いた。なお、重炭酸ナト
リウムと重炭酸カリウム、炭酸アルカリ塩はいずれも試
薬1級を用いた。
Sodium bicarbonate and potassium bicarbonate passed through a 24-mesh sieve are charged into a Nauta mixer so that the curing agent becomes 1 t, and the c component passed through a 24-mesh sieve is further charged. The alkali carbonate passed through a 24-mesh sieve was charged, and the mixture mixed for 30 minutes was used as a curing agent and used for the test. Note that sodium bicarbonate, potassium bicarbonate, and alkali carbonate were all reagents of the first grade.

【0033】また、c成分に用いた物質は以下の通り。 ・粉末ナフタレンスルホン酸系化合物:マイティ100(花
王(株)社製) ・粉末リグニンスルホン酸系化合物 :サンフローR
(サンフロー(株)社製) ・粉末オキシポリカルボン酸系化合物:パリック#1
(エフ・ピー・ケイ(株)製))を35℃で重量変化0.1%未満
になるまで乾燥させたもの ・粉末メラミンスルホン酸系化合物:SMF-PD(日産化学
工業(株)製) ・脂肪酸アルキルエステル :パステルM-180(ライ
オン(株)製)
The substances used for the component c are as follows. -Powdered naphthalene sulfonic acid compound: Mighty 100 (manufactured by Kao Corporation)-Powdered lignin sulfonic acid compound: Sunflow R
(Manufactured by Sunflow Co., Ltd.)-Powdered oxypolycarboxylic acid compound: Palic # 1
(FPK Co., Ltd.)) dried at 35 ° C. until the weight change becomes less than 0.1%. Powdered melamine sulfonic acid compound: SMF-PD (Nissan Chemical Industries, Ltd.) Fatty acid Alkyl ester: Pastel M-180 (manufactured by Lion Corporation)

【0034】各試験における硬化剤組成物の重炭酸ナト
リウムと重炭酸カリウムの質量比、B液中並びにA液と
B液の混合液(薬液)中の硬化剤組成物の配合処方と、
薬液の評価項目として、硬化剤の固結性、硬化剤の水へ
の溶解性、硬化体のイチジク圧縮強度、それぞれについ
ての測定結果と評価及び総合評価を表1、表2に示し
た。
The mass ratio of sodium bicarbonate and potassium bicarbonate of the curing agent composition in each test, the formulation of the curing agent composition in the solution B and the mixture (solution) of the solution A and the solution B,
Tables 1 and 2 show the measurement results, evaluation, and overall evaluation of each of the evaluation items of the chemical solution as the caking properties of the curing agent, the solubility of the curing agent in water, and the compressive strength of FIG.

【0035】薬液性能の各評価項目の試験方法と判断基
準は次のとおりである。 ・固結性・・・硬化剤450gを15cm×18cmのポリエチレンビ
ニール袋(0.5mmφ×6ヶのピンホールをつけたもの)に
入れ,封したもの試験体とし0.02N/mm2荷重のもと35
℃、R.H.65%の恒温恒湿室内で一年間貯蔵した。しかる
後、サンプルを12メッシュのふるい上にあけ、ふるい上
に残った重量A(g)とふるいを通過した重量をB(g)測定
し、最後に下式より固結率を算出した。 固結率(%)=A/(A+B)×100 評価・・・固結率が10%未満であった。 ×・・・固結率が10%以上であった。
The test methods and criteria for each evaluation item of the chemical solution performance are as follows. - Put the caking ... hardener 450g to 15cm × 18cm polyethylene plastic bags (those with a pinhole of 0.5 mm [phi × 6 months), the original and those that have been sealed specimen 0.02 N / mm 2 load 35
It was stored for one year in a constant temperature and humidity room at 65 ° C and 65% RH. Thereafter, the sample was opened on a 12-mesh sieve, the weight A (g) remaining on the sieve and the weight passing through the sieve were measured B (g), and finally the consolidation rate was calculated from the following equation. Consolidation rate (%) = A / (A + B) × 100 Evaluation: The consolidation rate was less than 10%. ×: The consolidation rate was 10% or more.

【0036】・水への溶解性評価・・・5℃の環境下、ド
ラム缶内に硬化剤20kgと硬化剤液が200リットルとなる
ように5℃の水を加え、ミキサー(パワーミックスPM22
0B東芝(株)製)を用いて攪拌し硬化剤が完全に溶解する
までの時間を測定した。 評価・・・5分以内に完全に溶解した。 ×・・・完全に溶解するのに5分以上かかった。
Evaluation of solubility in water: Under an environment of 5 ° C., water of 5 ° C. was added to a drum can such that 20 kg of a hardening agent and 200 liters of a hardening agent liquid were mixed, and a mixer (Power Mix PM22) was added.
(0B manufactured by Toshiba Corporation) and the time until the curing agent was completely dissolved was measured. Evaluation: Completely dissolved within 5 minutes. X: It took 5 minutes or more to completely dissolve.

【0037】・硬化体の一軸圧縮強度・・・硬化体の一軸
圧縮強度の評価は以下の条件で評価した。 ・A液・・・JIS3号珪酸ソーダ80リットルに水120リット
ルを加えて調整した。 ・B液・・・硬化剤を所定量計り取り容量200リットルとな
るように水を加え、硬化剤を完全に溶解させB液とし
た。
Uniaxial compressive strength of the cured product: The uniaxial compressive strength of the cured product was evaluated under the following conditions. Liquid A: Adjusted by adding 120 liters of water to 80 liters of JIS No. 3 sodium silicate. Liquid B: A predetermined amount of a curing agent was measured and water was added so that the volume became 200 liters, and the curing agent was completely dissolved to obtain a liquid B.

【0038】上記のようにして調整したA液とB液の各
50mlずつを温度20℃において混合し、この混合液を円柱
の型枠(径5cm×高さ10cm)内に流し込み、形成された
硬化体の材令1日の一軸圧縮強度値を測定した。
Each of the solution A and the solution B prepared as described above
50 ml of the mixture was mixed at a temperature of 20 ° C., and the mixed solution was poured into a cylindrical mold (diameter 5 cm × height 10 cm), and the uniaxial compressive strength value of the hardened material thus formed was measured on a daily basis.

【0039】評価・・・ゲルタイム7秒〜10秒の瞬結に調
整した硬化体の一軸圧縮強度の値が、0.045N/mm2以上か
つゲルタイム1分30秒〜2分30秒の緩結に調整した硬化
体の一軸圧縮強度値が0.015N/mm2であった。 ×・・・ゲルタイム7秒〜10秒の瞬結に調整した硬化体の
一軸圧縮強度の値が、0.045N/mm2未満または1分30秒〜
2分30秒の緩結に調整した硬化体の一軸圧縮強度値が0.
015N/mm2未満であった。
Evaluation: The value of the uniaxial compressive strength of the cured product adjusted to the instantaneous setting of the gel time of 7 to 10 seconds is 0.045 N / mm 2 or more and the setting time of the gel time is 1 minute 30 seconds to 2 minutes 30 seconds. The adjusted cured product had a uniaxial compressive strength value of 0.015 N / mm 2 . ×: The value of the unconfined compressive strength of the cured product adjusted to a flash time of 7 seconds to 10 seconds is less than 0.045 N / mm 2 or 1 minute 30 seconds to
The unconfined compressive strength value of the cured product adjusted to 2 minutes and 30 seconds is set to 0.
It was less than 015 N / mm 2 .

【0040】総合評価・・・硬化体の一軸圧縮強度、固結
性、硬化剤の溶解性の評価が全てであった。 ×・・・評価項目の少なくとも一つが×であった。
Comprehensive evaluation: Evaluation of the uniaxial compressive strength, caking property, and solubility of the curing agent was all performed for the cured product. X: At least one of the evaluation items was x.

【0041】[0041]

【表1】 [Table 1]

【0042】[0042]

【表2】 [Table 2]

【0043】実験1〜5は硬化剤組成における重炭酸ナ
トリウムと重炭酸カリウムの重量比の薬液の性能への影
響および硬化剤の固結性と水への溶解性への影響を示
す。硬化剤組成物における重炭酸ナトリウムの量比が本
発明の規定範囲よりも多いとき(実験1)、または少ない
とき(実験5)には形成された硬化体の一軸圧縮強度に
関して、前記の性能基準を満たさず、いずれも本発明の
目的を達成することが出来なかった。
Experiments 1 to 5 show the effect of the weight ratio of sodium bicarbonate and potassium bicarbonate on the performance of the chemical solution in the composition of the curing agent, and on the solidification of the curing agent and the solubility in water. When the amount ratio of sodium bicarbonate in the curing agent composition is larger than the specified range of the present invention (Experiment 1) or smaller (Experiment 5), the above-mentioned performance criterion is applied to the unconfined compressive strength of the formed cured product. And none of them could achieve the object of the present invention.

【0044】実験6は硬化剤中にc成分を含まない場合
の薬液の性能への影響および硬化剤の固結性と水への溶
解性への影響を示す。この場合、形成された硬化体の一
軸圧縮強度および硬化剤の固結性および水への溶解性に
関して、それぞれ前記性能基準を満たさず本発明の目的
を達成することが出来なかった。
Experiment 6 shows the effect on the performance of the chemical solution when the curing agent does not contain the component c, and on the solidification of the curing agent and the solubility in water. In this case, the uniaxial compressive strength of the formed cured product, the caking property of the curing agent, and the solubility in water were not satisfied with the above-mentioned performance standards, and the object of the present invention could not be achieved.

【0045】実験7〜11は硬化剤組成物における重炭酸
塩の合計量とc成分の質量比の薬液の性能への影響およ
び硬化剤の固結性と水への溶解性への影響を示す。c成
分の量比が本発明規定範囲より少ないとき(実験7)に
は形成された硬化体の一軸圧縮強度および硬化剤の固結
性と水への溶解性に関して、一方、規定範囲より多いと
き(実験11)には硬化剤の固結性に関して、それぞれ前
記の性能基準を満たさず、いずれも本発明の目的を達成
することが出来なかった。
Experiments 7 to 11 show the effect of the total amount of bicarbonate and the mass ratio of the component c on the performance of the chemical solution and the solidification of the curing agent and the solubility in water in the curing agent composition. . When the amount ratio of the component c is less than the specified range of the present invention (Experiment 7), the uniaxial compressive strength of the formed cured product, the caking property of the curing agent, and the solubility in water are larger than the specified range. (Experiment 11) did not satisfy the above-mentioned performance criteria with respect to the caking property of the curing agent, and none of them could achieve the object of the present invention.

【0046】実験12〜16は硬化剤組成物における重炭酸
塩の合計量とB成分成分の質量比の薬液の性能への影響
および硬化剤の固結性と水への溶解性への影響を示す。
B成分が本発明規定範囲より少ないとき(実験12)、ま
たは多いとき(実験16)には硬化剤の固結性に関して前
記の性能基準を満たさず、いずれも本発明の目的を達成
することが出来なかった。
Experiments 12 to 16 show the effects of the total amount of bicarbonate and the mass ratio of the component B on the performance of the chemical solution, the solidification of the curing agent and the solubility in water in the curing agent composition. Show.
When the amount of the component B is less than the range specified in the present invention (Experiment 12) or higher than the range (Experiment 16), the above performance criterion is not satisfied with respect to the setting property of the curing agent. I could not do it.

【0047】実験17〜20は比較例として本発明以外の炭
酸塩を用いた場合の薬液の性能への影響および硬化剤の
固結性と水への溶解性への影響を示す。本発明以外の炭
酸塩を用いた場合はいずれに本発明の評価基準をすべて
満たさず、本発明の目的を達成することができなかっ
た。
Experiments 17 to 20 show, as comparative examples, the effects of the carbonates other than the present invention on the performance of the chemical solution and on the solidification of the curing agent and the solubility in water. When a carbonate other than the present invention was used, none of the evaluation criteria of the present invention was satisfied, and the object of the present invention could not be achieved.

【0048】これに対して、本発明の条件を満たした場
合(実験2〜4、8〜10、13〜15)にはゲルタイムを7秒
〜9秒に調整した時の形成された1日後の一軸圧縮強度
値が0.045N/mm2以上であり、ゲルタイムを1分30秒〜2分
30秒に調整したときの形成された1日後の一軸圧縮強度
値が0.015N/mm2以上であり、1t/m2の加圧下、硬化剤を
1年間貯蔵しても完全無固結であり、5℃の環境下、硬
化剤を20kg計り取り容量200リットルとなるように5℃
の水を加え、硬化剤が完全に溶解する時間が5分以内で
あって、いずれも前記薬液および硬化剤の性能基準を満
たし、本発明の目的を達成することが出来た。
On the other hand, when the conditions of the present invention were satisfied (Experiments 2 to 4, 8 to 10, 13 to 15), the gel time was adjusted to 7 to 9 seconds, and one day after the formation, and the unconfined compressive strength values is 0.045 N / mm 2 or more, 1 minute 30 seconds to 2 minutes gel time
The unconfined compressive strength value after one day formed when adjusted to 30 seconds is 0.015 N / mm 2 or more, and it is completely non-consolidated even if the curing agent is stored for 1 year under the pressure of 1 t / m 2 In an environment of 5 ° C, measure 20kg of the curing agent so that the capacity becomes 200 liters.
Of water was added, and the time required for the curing agent to completely dissolve was within 5 minutes, all of which satisfied the performance standards of the above-mentioned chemicals and curing agent, and could achieve the object of the present invention.

【0049】[0049]

【発明の効果】本発明の珪酸塩系土質安定用薬液の硬化
剤によれば従来の硬化剤組成の組み合わせでは得られな
かった性能、すなわち、長期間貯蔵しても固結を起こし
にくく、かつ水への溶解性が良く、形成する硬化体の強
度の発現を良好でより安全、確実に地盤を安定化出来
る。
According to the hardening agent for the silicate-based soil stabilizing agent of the present invention, the performance which cannot be obtained by the combination of the conventional hardening agent compositions, that is, hardly causes caking even when stored for a long time, and It has good solubility in water, exhibits good strength of the cured body to be formed, and can stabilize the ground more safely and reliably.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 22:10 C04B 22:10 24:22 24:22 A 24:18 24:18 A 24:06 24:06 A 24:30) 24:30) B 103:14 103:14 C09K 103:00 C09K 103:00 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 22:10 C04B 22:10 24:22 24:22 A 24:18 24:18 A 24:06 24: 06 A 24:30) 24:30) B 103: 14 103: 14 C09K 103: 00 C09K 103: 00

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 珪酸塩系土質安定用薬液に用いる重炭酸
塩系硬化剤であって、該重炭酸塩系硬化剤が、a成分:
重炭酸ナトリウム、b成分:重炭酸カリウム、c成分:
形態が粉末状のナフタレンスルホン酸系化合物、リグニ
ンスルホン酸系化合物、オキシポリカルボン酸系化合物
及びメラミンスルホン酸系化合物よりなる群から選ばれ
た少なくとも一種並びにd成分:炭酸アルカリ金属塩か
らなり、その硬化剤各成分の割合がa成分とb成分の量
比が85:15〜15:85、c成分がa成分とb成分の合計量
100質量部あたり0.02〜3質量部、かつd成分がa成分
とb成分の合計量100質量部あたり0.02〜10質量部の範
囲であることを特徴とする珪酸塩系土質安定用薬液にお
ける重炭酸塩系硬化剤。
1. A bicarbonate-based curing agent used in a silicate-based soil stabilizing chemical solution, wherein the bicarbonate-based curing agent comprises a component:
Sodium bicarbonate, b component: potassium bicarbonate, c component:
A naphthalenesulfonic acid-based compound, a ligninsulfonic acid-based compound, an oxypolycarboxylic acid-based compound and a melaminesulfonic acid-based compound in the form of a powder; The ratio of each component of the curing agent is 85:15 to 15:85, and the c component is the total amount of the a component and the b component.
Bicarbonate in a silicate-based soil stabilizing chemical solution, wherein 0.02 to 3 parts by mass per 100 parts by mass and d component is in the range of 0.02 to 10 parts by mass per 100 parts by mass of the total amount of the component a and the component b. Salt-based curing agent.
JP2000278366A 2000-09-13 2000-09-13 Bicarbonate hardener for silicate soil stabilization chemicals Expired - Lifetime JP4601140B2 (en)

Priority Applications (1)

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JP2000278366A JP4601140B2 (en) 2000-09-13 2000-09-13 Bicarbonate hardener for silicate soil stabilization chemicals

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Application Number Priority Date Filing Date Title
JP2000278366A JP4601140B2 (en) 2000-09-13 2000-09-13 Bicarbonate hardener for silicate soil stabilization chemicals

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JP2002088365A true JP2002088365A (en) 2002-03-27
JP4601140B2 JP4601140B2 (en) 2010-12-22

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Country Link
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51117405A (en) * 1975-04-09 1976-10-15 Nitto Chemical Industry Co Ltd Method of stabilizing soil
JPS5945386A (en) * 1982-09-09 1984-03-14 Osaka Soda Co Ltd Improvement of ground
JPH08239255A (en) * 1995-03-02 1996-09-17 Nippon Zeon Co Ltd Bleeding reducer for cement-based grouting material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51117405A (en) * 1975-04-09 1976-10-15 Nitto Chemical Industry Co Ltd Method of stabilizing soil
JPS5945386A (en) * 1982-09-09 1984-03-14 Osaka Soda Co Ltd Improvement of ground
JPH08239255A (en) * 1995-03-02 1996-09-17 Nippon Zeon Co Ltd Bleeding reducer for cement-based grouting material

Also Published As

Publication number Publication date
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