JP2005320410A - Chemical for ground stabilization - Google Patents

Chemical for ground stabilization Download PDF

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JP2005320410A
JP2005320410A JP2004138542A JP2004138542A JP2005320410A JP 2005320410 A JP2005320410 A JP 2005320410A JP 2004138542 A JP2004138542 A JP 2004138542A JP 2004138542 A JP2004138542 A JP 2004138542A JP 2005320410 A JP2005320410 A JP 2005320410A
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ground stabilization
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Masaki Kobori
雅紀 小堀
Kenji Sawada
健司 澤田
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Mitsubishi Rayon Co Ltd
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Mitsubishi Rayon Co Ltd
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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a chemical for ground stabilization which requires few days to gel, even when a colloidal silica is used as a main agent, gels to yield a durable gel whose strength is retained over a long period of time and does not produce any "non-uniform gel" which looks like a smashed tofu (soybean curd) or sherbet after preparation of the chemical for ground stabilization. <P>SOLUTION: The chemical for ground stabilization has a pH of 3.5-4.5 and is prepared by combining a main agent liquid and a hardener liquid. The main agent liquid contains the colloidal silica, wherein the molar ratio of SiO<SB>2</SB>/Na<SB>2</SB>O is 30-80 and the average particle size is 4-10 nm, in an amount corresponding to 20 kg SiO<SB>2</SB>per 400 L of the chemical. The hardener liquid contains an inorganic salt which serves as an gelling agent and an acidic substance, wherein the inorganic salt contains 0.4-3.5 kg metal component per 400 L of the chemical. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コロイダルシリカを含む主剤液と、ゲル化剤である無機塩及び酸性物質を含む硬化剤液とを組み合わせてなる地盤安定用薬液に関する。   The present invention relates to a chemical solution for ground stabilization formed by combining a main agent solution containing colloidal silica and a curing agent solution containing an inorganic salt and an acidic substance as a gelling agent.

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用薬液および地盤安定化工法が知られている。   Conventionally, in order to reinforce a soft ground or stop a leaking ground, various chemicals are injected into the ground and gelled in the ground, and a ground stabilization method is known.

地盤安定化工法に使われる薬液としては、種々のものがあるが,その中で他の薬液に比べて、安価であること、公害の恐れが少ないこと等の理由により、水ガラス水溶液の主剤液とゲル化剤とを組み合わせた、いわゆる、水ガラス系の地盤安定用薬液が幅広く使用されている。   There are various types of chemicals used in the ground stabilization method. Among them, the main solution of water glass aqueous solution is less expensive than other chemicals and less likely to cause pollution. A so-called water glass-based chemical for ground stabilization, which is a combination of a gelling agent and a gelling agent, is widely used.

この水ガラス系の地盤安定用薬液は、ゲル化時間が短くて、しかもゲル化強度が大きい利点を有する反面、水ガラスとゲル化剤を、通常pH9〜10のアルカリ領域でゲル化させているため、地盤中でゲル化後、アルカリが溶脱し、地下水や土壌をアルカリ性に汚染するおそれがあった。また、アルカリによって一旦強化された地盤からシリカが溶脱し、時間経過と共に再び強度低下し緩む等の耐久性に関する問題もあった。   This water glass-based ground stabilization chemical has the advantage of a short gelation time and high gelation strength, while water glass and gelling agent are usually gelled in an alkaline region of pH 9-10. Therefore, after the gelation in the ground, the alkali is leached, and there is a possibility that the groundwater and the soil are contaminated with alkalinity. In addition, there is a problem regarding durability such as silica leaching from the ground once reinforced with alkali, and the strength decreases and loosens over time.

水ガラス系地盤安定用薬液の上記問題点を解決するため、水ガラスに比べ、ナトリウム分の含有量が極端に少ない珪酸アルカリ液を用いた地盤安定用薬液として下記のものが提案されている。   In order to solve the above-described problems of the water glass-based chemical solution for ground stabilization, the following has been proposed as a chemical solution for ground stabilization using an alkali silicate solution having an extremely small sodium content compared to water glass.

特許文献1には、粒子径が4〜6nmであるコロイダルシリカを含む珪酸アルカリ液をSiO2として5〜25重量%、Na2Oを0.05〜1.5重量%含有し、且つpH8〜10.5である水性ゾル100重量部にスルファミン酸マグネシウム、硫酸マグネシウム、又はそれらの混合物からなる水溶性マグネシウム塩0.2〜10.0重量部とを含有させたゲル化時間が300分以内であることを特徴とする地盤安定用薬液が開示されている。しかし、ゲルタイムが1分から300分の範囲では、既設構造物の地盤の液状化対策等、薬液の地盤への浸透距離を大幅に得ようとする様な場面や低圧・低速で薬液を浸透注入する場面には適用しにくいことがあった。 Patent Document 1 discloses an aqueous solution containing 5 to 25% by weight of an alkali silicate liquid containing colloidal silica having a particle diameter of 4 to 6 nm as SiO 2 and 0.05 to 1.5% by weight of Na 2 O and having a pH of 8 to 10.5. A chemical solution for ground stabilization, characterized in that gelation time is 300 minutes or less containing 0.2 to 10.0 parts by weight of water-soluble magnesium salt made of magnesium sulfamate, magnesium sulfate, or a mixture thereof in 100 parts by weight of sol Is disclosed. However, when the gel time is in the range of 1 to 300 minutes, the chemical solution is infiltrated and injected at a low pressure / low speed in a situation where the penetration distance of the chemical solution to the ground is greatly increased, such as countermeasures for liquefaction of the ground of existing structures. It was difficult to apply to the scene.

また、特許文献2では平均粒径5〜20nmのコロイダルシリカを含む珪酸アルカリ液を主剤とし、NaCl及び/又はKClを硬化剤とし,硬化剤の量を[NaCl及び/又はKCl]/SiO2重量比=0.1〜0.4としてなる地盤注入剤が開示されている。 In Patent Document 2, an alkali silicate liquid containing colloidal silica having an average particle diameter of 5 to 20 nm is used as a main agent, NaCl and / or KCl is used as a curing agent, and the amount of the curing agent is [NaCl and / or KCl] / SiO 2 weight. A ground injection agent having a ratio = 0.1 to 0.4 is disclosed.

しかし、特許文献1や特許文献2に記載の地盤注入薬液は、ゲル化後、時間と共に、ゲル体が大きく収縮するといった問題や、ゲル化直後の強度の発現が不十分であるといった問題があった。さらに、薬液調製後、生成したゲル体は豆腐を潰したようなまたは、シャーベット状の不均一にゲル化するという問題点があった。   However, the ground injection chemical solutions described in Patent Document 1 and Patent Document 2 have a problem that the gel body contracts with time after gelation and a problem that the strength expression immediately after gelation is insufficient. It was. Furthermore, after the preparation of the chemical solution, the gel body produced has a problem that the tofu is crushed or gels in a sherbet-like non-uniform manner.

本出願人は特許文献1や特許文献2の問題を解決するために、平均粒径5〜10nm及びSiO2/Na2Oのモル比が30〜80であるコロイダルシリカを薬液中にSiO2として5〜23質量%含有し、かつゲル化剤が下記(a)成分と(b)成分とからなり、薬液中のSiO2に対して(a)成分が0.65〜6.6質量%、(b)成分が2.5〜82質量%を配合した地盤安定用薬液である特許文献3を提案した。 In order to solve the problems of Patent Document 1 and Patent Document 2, the present applicant uses colloidal silica having an average particle diameter of 5 to 10 nm and a SiO 2 / Na 2 O molar ratio of 30 to 80 as SiO 2 in a chemical solution. 5 to 23% by mass and the gelling agent is composed of the following components (a) and (b). The component (a) is 0.65 to 6.6% by mass with respect to SiO 2 in the chemical solution, and the component (b) Proposed Patent Document 3 which is a chemical solution for stabilizing the ground containing 2.5 to 82% by mass.

(a)成分:硫酸水素アルカリ塩及び燐酸一アルカリ塩からなる群より選ばれた少なくとも一種。 (a) Component: At least one selected from the group consisting of alkali hydrogen sulfate and monobasic phosphates.

(b)成分:硫酸マグネシウム、塩化マグネシウム、硫酸アルミニウム、塩化アルミニウム、塩化カルシウム、カリウムミョウバン、ナトリウムミョウバン、酢酸マグネシウム及び乳酸マグネシウムからなる群より選ばれた少なくとも一種。 Component (b): at least one selected from the group consisting of magnesium sulfate, magnesium chloride, aluminum sulfate, aluminum chloride, calcium chloride, potassium alum, sodium alum, magnesium acetate and magnesium lactate.

また、特許文献4及び特許文献5には珪酸のコロイド溶液に酸或いは酸とアルカリ金属の中性塩を混合し、注入液のpHを4〜7或いは4〜8とし、ゲル化時間を20時間以内に調整した注入液を地盤中に注入することを特徴とする地盤注入工法が開示されている。
特公平8−3091号公報 特公平6−62953号公報 特開2001−19957号公報 特開昭59−93786号公報 特公昭64−8677号公報 しかしながら、特許文献3は薬液の均一性、初期強度及び長期強度が良好で、ゲル体の収縮が小さい点では有効であるが、ゲルタイムが数十秒から数時間の範囲であり、既設構造物の地盤の液状化対策等、薬液の地盤への浸透距離を大幅に得ようとする様な場面や低圧・低速で薬液を浸透注入する場面には適用しにくいことがあった。
In Patent Documents 4 and 5, acid or an acid and an alkali metal neutral salt are mixed in a colloidal solution of silicic acid, the pH of the injection solution is 4-7 or 4-8, and the gelation time is 20 hours. A ground injecting method characterized by injecting a prepared infusion solution into the ground is disclosed.
Japanese Patent Publication No. 8-3091 Japanese Examined Patent Publication No. 6-62953 Japanese Patent Laid-Open No. 2001-19957 JP 59-93786 However, Patent Document 3 is effective in that the uniformity of the chemical solution, the initial strength and the long-term strength are good and the shrinkage of the gel body is small, but the gel time is in the range of several tens of seconds to several hours. However, it may be difficult to apply to situations where the penetration of the chemical solution at a low pressure and low speed is low, such as when liquefaction of the ground of existing structures is being attempted, or when the chemical solution is to penetrate into the ground significantly. It was.

さらに、特許文献4及び特許文献5はコロイダルシリカだけを用いているにもかかわらず、ゲルタイムが20時間まで確保可能であることから、既設構造物の地盤の液状化対策等、薬液の地盤への浸透距離を大幅に得ようとする様な場面や低圧・低速で薬液を浸透注入する場面にも一部適用できるが、さらに浸透性を上げるため、さらには断続的に注入するなどいろいろな注入方法に適応可能である数日単位の長いゲルタイムの土質安定用薬液が要望されていた。   Furthermore, since Patent Document 4 and Patent Document 5 use only colloidal silica, the gel time can be secured up to 20 hours. Although it can be partially applied to scenes where the penetration distance is to be obtained significantly and scenes where the chemical solution is infused and injected at low pressure and low speed, various infusion methods such as intermittent injection are further used to further increase the permeability. There has been a demand for a chemical solution for soil stabilization having a long gel time of several days, which can be applied to the soil.

この様な既設構造物の地盤の液状化対策等、薬液の地盤への浸透距離を大幅に得ようとする様な場面や低圧・低速で薬液を浸透注入する場面など色々な施工条件にあうゲルタイムが数日単位である地盤注入用薬液が求められている。さらに、主剤や硬化剤に水ガラス等を用いずにコロイダルシリカだけを用いた地盤安定用薬液で、ゲルタイムが数日単位で、しかも1〜4日の範囲内で硬化するものはほとんどなかったのが現状である。   Geltime that meets various construction conditions such as a situation where the penetration of the chemical solution to the ground is greatly obtained, such as countermeasures for liquefaction of the ground of such existing structures, and a situation where the chemical solution is infused and injected at low pressure and low speed There is a demand for a chemical solution for ground injection that has a unit of several days. Furthermore, there are few chemicals for ground stabilization using only colloidal silica without using water glass or the like as the main agent or curing agent, and the gel time is in units of a few days and hardens within the range of 1 to 4 days. Is the current situation.

本発明の第1の課題は、主剤や硬化剤に水ガラス等を用いずにコロイダルシリカだけを用い、かつ酸性物質とゲル化剤である無機塩とを含んでなる地盤安定用薬液であって、薬液中のSiO2濃度が高い場合においても、薬液のゲルタイムが6時間以上7日以下である地盤安定用薬液を提供することにある。 The first problem of the present invention is a ground stabilization chemical solution that uses only colloidal silica without using water glass or the like as a main agent or a curing agent, and contains an acidic substance and an inorganic salt that is a gelling agent. An object of the present invention is to provide a chemical solution for ground stabilization in which the gel time of a chemical solution is 6 hours or more and 7 days or less even when the SiO 2 concentration in the chemical solution is high.

本発明の第1の課題の地盤安定用薬液およびこれを用いた地盤安定化工法を見い出すにあたって、課題とする薬液の性能基準を次のとおり設定し、これらの性能基準をいずれも満たしたとき、本発明の第1の課題が達成されたとした。   In finding the ground stabilization chemical solution of the first problem of the present invention and the ground stabilization method using the same, the performance criteria of the chemical solution to be set are set as follows, and when these performance criteria are all satisfied, The first object of the present invention has been achieved.

調製した薬液が20℃において、
(1)薬液調製後のゲルタイムが6時間以上7日以下の範囲内であること。
The prepared chemical is at 20 ° C.
(1) The gel time after preparation of the drug solution is in the range of 6 hours to 7 days.

(2)薬液調製後、豆腐を潰したような状態のゲルや、シャーベット状のゲル、いわゆる不均一なゲルが生成しないこと。 (2) After preparation of the chemical solution, a gel in a state where the tofu is crushed, a sherbet-like gel, or a so-called non-uniform gel should not be formed.

本発明の第2の課題は、従来の問題を解決することはもとより、コロイダルシリカを主剤として用いても、地盤安定用薬液のゲルタイムが数日であり、しかもゲル化後のゲル体の強度が長期間低下することがなく耐久性を有し、地盤安定用薬液調製後、豆腐を潰したようなゲルや、シャーベット状のゲル、いわゆる不均一なゲルが生成しない地盤安定用薬液を提供することにある。   The second problem of the present invention is not only to solve the conventional problems, but even when colloidal silica is used as the main agent, the gel time of the chemical solution for ground stabilization is several days, and the strength of the gel body after gelation is To provide a ground stabilization chemical solution that does not deteriorate for a long period of time, has durability, and does not produce a gel like a crushed tofu or a sherbet-like gel, a so-called non-uniform gel after preparation of a chemical solution for ground stabilization It is in.

本発明の第2の課題の地盤安定用薬液を見い出すにあたって、課題とする薬液の性能基準を次のとおり設定し、これらの性能基準をいずれも満たしたとき、本発明の第2の課題が達成されたとした。   In finding the ground stabilization chemical solution of the second problem of the present invention, the performance standard of the chemical solution to be the problem is set as follows, and when both of these performance standards are satisfied, the second problem of the present invention is achieved. It was said that it was done.

調製した薬液が20℃において、
(1)薬液調製後のゲルタイムが1日以上4日以下の範囲内であること。
The prepared chemical is at 20 ° C.
(1) The gel time after preparation of the drug solution is in the range of 1 day to 4 days.

(2)ゲル化7日経過後における形成されたゲル体(砂ゲル)の一軸圧縮強度値が、0.10N/mm2以上であること。 (2) The uniaxial compressive strength value of the formed gel body (sand gel) after 7 days of gelation is 0.10 N / mm 2 or more.

(3)薬液調製後、豆腐を潰したような状態のゲルや、シャーベット状のゲル、いわゆる不均一なゲルが生成しないこと。 (3) After the preparation of the chemical solution, a gel in a state where the tofu is crushed, a sherbet-like gel, or a so-called non-uniform gel should not be generated.

本発明者らは、前記第1の課題を解決すべく鋭意検討した結果、意外にもゲル化剤である無機塩と酸性物質とを硬化剤液側に用い、かつコロイダルシリカを含む主剤液とゲル化剤及び酸性物質を含む硬化剤液を組み合わせてなる地盤安定用薬液のpH及び薬液400L中のSiO2質量をある特定の範囲とすれば、ゲルタイムを6時間以上7日以下、好ましくは12時間以上4日以下、さらに好ましくは1日以上4日以下の範囲とすることができ、かつ薬液調製後に豆腐を潰したようなゲルやシャーベット状のゲルいわゆる不均一なゲルが生成しないという性能を同時に満たすことを知り本発明の第1の発明を完成した。 As a result of intensive studies to solve the first problem, the present inventors surprisingly used an inorganic salt that is a gelling agent and an acidic substance on the curing agent liquid side, and a main agent liquid containing colloidal silica; If the pH of the ground stabilization chemical solution formed by combining a gelling agent and a curing agent solution containing an acidic substance and the SiO 2 mass in 400 L of the chemical solution are within a certain range, the gel time is 6 hours or more and 7 days or less, preferably 12 It can be in the range of not less than 4 days, more preferably not less than 1 day and not more than 4 days, and the performance that a gel such as crushed tofu after the preparation of a chemical solution or a so-called non-uniform gel is not generated. At the same time, the first invention of the present invention was completed.

すなわち、本発明の第1の発明は、「コロイダルシリカを含む主剤液とゲル化剤である無機塩を含む硬化剤液とからなり、これら主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液において、主剤液がコロイダルシリカを地盤安定用薬液400L中にSiO2として20kg以上70kg以下含み、硬化剤液がゲル化剤である無機塩と酸性物質を含み、主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液のpHが3.5以上6以下の範囲内であり、かつゲルタイムが6時間以上7日以下であることを特徴とする地盤安定用薬液。」を要旨とする。 That is, the first invention of the present invention is “for ground stabilization comprising a main agent solution containing colloidal silica and a curing agent solution containing an inorganic salt as a gelling agent, and a combination of these main agent solution and the curing agent solution. In the chemical solution, the main agent solution contains colloidal silica in an amount of 20 kg or more and 70 kg or less as SiO 2 in the ground stabilization chemical solution 400 L, the hardener solution contains an inorganic salt and an acidic substance as a gelling agent, and the main agent solution and the hardener solution The ground stabilization chemical solution is characterized in that the pH of the combined chemical solution for ground stabilization is in the range of 3.5 to 6 and the gel time is 6 hours to 7 days.

また、本発明者らは、前記第2の課題を解決すべく鋭意検討した結果、意外にもゲル化剤である無機塩と酸性物質とを硬化剤液側に用い、かつ特定範囲の粒子径、量のコロイダルシリカを含む主剤液と特定範囲量のゲル化剤及び酸性物質を含む硬化剤液を組み合わせてなる地盤安定用薬液とし、その薬液のpHをある特定の範囲とすることで、ゲルタイムを数日まで長くすることができ、かつ形成されたゲル体(砂ゲル)の一軸圧縮強度の発現が良好であって、さらに地盤安定用薬液調製後に豆腐を潰したようなゲルやシャーベット状のゲルいわゆる不均一なゲルが生成しないという性能を同時に満たすことを知り本発明の第2の発明を完成した。   In addition, as a result of intensive studies to solve the second problem, the present inventors surprisingly used an inorganic salt that is a gelling agent and an acidic substance on the curing agent liquid side, and has a particle diameter in a specific range. By using a base solution containing an amount of colloidal silica and a specific range of gelling agent and a hardener solution containing an acidic substance as a ground stabilization chemical, the pH of the chemical is within a certain range, so that the gel time Can be lengthened up to several days, and the gel body (sand gel) formed has good uniaxial compressive strength, and has a gel or sherbet-like shape in which tofu is crushed after preparation of the chemical solution for ground stabilization. The second invention of the present invention was completed by knowing that the performance of gel so-called non-uniform gel was not satisfied at the same time.

すなわち、本発明の第2の発明は、「SiO2/Na2Oモル比30以上80以下のコロイダルシリカを含む主剤液とゲル化剤である無機塩を含む硬化剤液とからなり、これら主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液において、主剤液がコロイダルシリカを地盤安定用薬液400LあたりSiO2として20kg以上60kg以下含み、該コロイダルシリカが平均粒子径4nm以上10nm以下であり、硬化剤液がゲル化剤である無機塩及び酸性物質を含み、該無機塩中の金属成分が地盤安定用薬液400Lあたり0.4kg以上3.5kg以下の範囲内であり、かつ主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液のpHが3.5以上4.5以下であることを特徴とする地盤安定用薬液。」を要旨とする。 That is, the second invention of the present invention comprises “a main agent solution containing colloidal silica having a SiO 2 / Na 2 O molar ratio of 30 to 80 and a curing agent solution containing an inorganic salt as a gelling agent. In the ground stabilization chemical solution that is a combination of a liquid and a curing agent solution, the main agent solution contains colloidal silica in an amount of 20 kg to 60 kg as SiO 2 per 400 L of the ground stabilization chemical solution, and the colloidal silica has an average particle diameter of 4 nm to 10 nm. The hardener liquid contains an inorganic salt and an acidic substance as a gelling agent, and the metal component in the inorganic salt is in the range of 0.4 kg to 3.5 kg per 400 L of the ground stabilization chemical liquid, and the main agent liquid and the hardener The ground stabilization chemical solution is characterized in that the pH of the ground stabilization chemical solution in combination with the solution is from 3.5 to 4.5. "

本発明の第1の発明の地盤安定用薬液によれば、従来の珪酸コロイド溶液とゲル化剤・酸性物質の組み合わせでは得られなかった性能、すなわち、6時間〜7日までのゲルタイムを得ることができ、かつ均一なゲルが得られ、形成されるゲル体のゲル化直後の強度発現が良好であり、しかもより安全・確実に地盤安定化を行うことができる。   According to the ground stabilization chemical solution of the first invention of the present invention, it is possible to obtain performance that cannot be obtained by a conventional combination of a silicate colloid solution and a gelling agent / acidic substance, that is, a gel time of 6 hours to 7 days. In addition, a uniform gel can be obtained, the strength of the gel body formed immediately after gelation is good, and the ground can be stabilized more safely and reliably.

本発明の第2の発明の地盤安定用薬液によれば、従来の珪酸アルカリとゲル化剤の組み合わせでは得られなかった性能、すなわち、均一なゲルが得られ、形成されるゲル体のゲル化直後の強度発現が良好であり、かつ、従来のコロイダルシリカを主剤に用いたものでは得られにくかった数日のゲルタイムを得ることができ、しかもより安全・確実に地盤安定化を行うことができる。   According to the chemical solution for ground stabilization of the second invention of the present invention, performance that cannot be obtained by the conventional combination of alkali silicate and gelling agent, that is, a uniform gel is obtained, and the gel body formed is gelated. The strength development immediately after is good, and it is possible to obtain a gel time of several days, which is difficult to obtain with conventional colloidal silica as the main agent, and it is possible to stabilize the ground more safely and reliably. .

本発明の地盤安定用薬液に用いられるコロイダルシリカとは、液状のアルカリ金属珪酸塩水溶液からアルカリ金属イオンの殆どを除去して得られるものであって、例えばゼオライト系イオン交換体、アンモニウム系イオン交換体等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℃程度の温度でさらに水ガラスを加え、再び前記イオン交換樹脂に通過してイオン交換を行って得られるものであり、これをさらに安定化と濃縮の工程等を経たコロイド状シリカの水分散媒のことを示す。市販品としては、日産化学工業社製「スノーテックス」、触媒化成工業社製「Cataloid」等を挙げることができる。本発明の地盤安定用薬液に用いられるコロイダルシリカは、SiO2/Na2Oモル比で30以上80以下のものを使用できるが、その中でもモル比が40以上60以下の範囲内であることが好ましい。 The colloidal silica used in the ground stabilization chemical solution of the present invention is obtained by removing most of the alkali metal ions from the liquid alkali metal silicate aqueous solution. For example, the zeolite ion exchanger, the ammonium ion exchange It is obtained by passing water glass through an ion exchange resin such as a body, adding further water glass to the generated silica sol at a temperature of about 80 to 90 ° C., and passing through the ion exchange resin again to perform ion exchange. This shows an aqueous dispersion medium of colloidal silica that has undergone further stabilization and concentration steps and the like. Examples of commercially available products include “Snowtex” manufactured by Nissan Chemical Industries, Ltd. and “Cataloid” manufactured by Catalyst Chemical Industries, Ltd. The colloidal silica used in the chemical solution for ground stabilization of the present invention can be used in a SiO 2 / Na 2 O molar ratio of 30 or more and 80 or less, and among them, the molar ratio may be in the range of 40 or more and 60 or less. preferable.

本発明の第1の発明の本発明の地盤安定用薬液に用いられるコロイダルシリカとしては、地盤安定用薬液400L当たりに含まれるSiO2質量として20kg以上70kg以下であることが好ましく、20kg以上50kg以下がより好ましい。主剤液中のコロイダルシリカの含有質量が地盤安定用薬液400L当たりSiO2として70kgより多い場合、地盤安定用薬液のゲルタイムを6時間以上に制御するのが難しくなる。また、SiO2として20kgより少ない場合、薬液のゲルタイムが7日を超える場合がある、或いはゲル化7日後のゲル体(砂ゲル)強度が低くなり好ましくない。本発明の第1の発明の地盤安定用薬液に用いられるコロイダルシリカとしては、平均粒子径が4nm以上15nm以下の範囲内のものを好適に用いることができ、平均粒子径が4nm以上10nm以下であることがより好ましい。これは、コロイダルシリカの平均粒子径が4nm以上15nm以下の範囲で、コロイダルシリカの安定性、薬液調製後に均一なゲルが生成し易い、さらにゲルタイムが制御し易く、かつ形成されたゲル体の一軸圧縮強度の発現性も良好なためである。 The colloidal silica used in the ground stabilization chemical solution of the first aspect of the present invention is preferably 20 kg or more and 70 kg or less, and preferably 20 kg or more and 50 kg or less as the SiO 2 mass contained in 400 L of the ground stabilization chemical solution. Is more preferable. When the content of colloidal silica in the main agent liquid is more than 70 kg as SiO 2 per 400 L of the ground stabilization chemical liquid, it becomes difficult to control the gel time of the ground stabilization chemical liquid to 6 hours or more. Further, if less than 20kg as SiO 2, in some cases the gel time of the chemical solution exceeds 7 days, or gel body after gelation 7 days (sand gel) strength is lowered undesirably. As the colloidal silica used in the ground stabilization chemical solution of the first invention of the present invention, those having an average particle diameter in the range of 4 nm to 15 nm can be suitably used, and the average particle diameter is 4 nm to 10 nm. More preferably. This is because the colloidal silica has an average particle diameter in the range of 4 nm to 15 nm, the stability of the colloidal silica, a uniform gel is easily formed after the preparation of the chemical solution, the gel time is easy to control, and the axis of the formed gel body This is because the compressive strength is also excellent.

本発明の第2の発明の地盤安定用薬液に用いられるコロイダルシリカは、平均粒子径が4nm以上10nm以下の範囲内であることが好ましく、平均粒子径が4nm以上6nm以下であることがより好ましい。また、コロイダルシリカが地盤安定用薬液400L当たりに含まれるSiO2質量として20kg以上60kg以下であることが好ましく、より好ましくは28kg以上40kg以下である。最も好ましいのは、平均粒子径が4nm以上6nm以下、SiO2/Na2Oモル比が40以上60以下のコロイダルシリカを用い、かつ地盤安定用薬液400L当たりのSiO2が28kg以上40kg以下の範囲をすべて満たすことである。コロイダルシリカの粒子径が4nmより小さい場合、主剤液自身がゲル化し、即ち主剤液の安定性が悪く、さらに、地盤安定用薬液調製後に豆腐を潰したようなゲルやシャーベット状のゲルいわゆる不均一なゲルが生成し易い。また、コロイダルシリカの粒子径が10nmより大きい場合は、ゲルタイムを制御しにくい、或いは形成されたゲル体の一軸圧縮強度の発現性が悪い。主剤液中のコロイダルシリカの含有質量が地盤安定用薬液400L当たりSiO2として60kgより多い場合、薬液のゲルタイムを1〜4日の範囲内に制御するのが難しい。また、SiO2として20kgより少ない場合、薬液のゲルタイムを1〜4日の範囲内に制御するのが難しい、或いはゲル化7日後のゲル体(砂ゲル)強度が0.10N/mm2に達せず強度の発現に劣る。 The colloidal silica used in the ground stabilization chemical solution of the second invention of the present invention preferably has an average particle size in the range of 4 nm to 10 nm, more preferably 4 nm to 6 nm. . Further, it is preferable that colloidal silica is 20 kg or more and 60 kg or less, more preferably 28 kg or more and 40 kg or less as the mass of SiO 2 contained per 400 L of the ground stabilization chemical solution. Most preferably, colloidal silica having an average particle diameter of 4 nm or more and 6 nm or less, an SiO 2 / Na 2 O molar ratio of 40 or more and 60 or less, and SiO 2 per 400 L of the ground stabilization chemical solution in a range of 28 kg or more and 40 kg or less. Is to satisfy all. When the particle size of colloidal silica is smaller than 4 nm, the main agent solution is gelled, that is, the stability of the main agent solution is poor. Easy to form a gel. In addition, when the particle size of colloidal silica is larger than 10 nm, it is difficult to control the gel time or the uniaxial compressive strength of the formed gel body is poor. When the contained mass of colloidal silica in the main agent liquid is more than 60 kg as SiO 2 per 400 L of the ground stabilization chemical liquid, it is difficult to control the gel time of the chemical liquid within the range of 1 to 4 days. In addition, when SiO 2 is less than 20 kg, it is difficult to control the gel time of the chemical solution within the range of 1 to 4 days, or the gel body (sand gel) strength after 7 days of gelation does not reach 0.10 N / mm 2. Inferior in strength.

本発明の硬化剤液中に用いられるゲル化剤は下記の無機塩が好ましい。無機塩としては、硫酸マグネシウム、塩化マグネシウム、硫酸アルミニウム、塩化カルシウムを好ましく使用することができる。その中でも、ゲルタイムの調製のし易さや取り扱い性等を考慮すると、硫酸マグネシウムが特に好ましい。   The gelling agent used in the curing agent solution of the present invention is preferably the following inorganic salt. As the inorganic salt, magnesium sulfate, magnesium chloride, aluminum sulfate, and calcium chloride can be preferably used. Among these, magnesium sulfate is particularly preferable in view of ease of preparation of gel time and handling properties.

また、本発明の硬化剤液中に用いられる酸性物質としては特に制限はないが、次のようなものを例示できる。硫酸、塩酸、硝酸、燐酸などの無機酸、硫酸水素ナトリウム、硫酸水素カリウム、燐酸二水素ナトリウム、燐酸二水素カリウム等の酸性塩などを挙げることができる。その中でも、取り扱い性や入手のし易さ等を考慮すると硫酸水素ナトリウムを用いるのが特に好ましい。   Moreover, although there is no restriction | limiting in particular as an acidic substance used in the hardening | curing agent liquid of this invention, the following can be illustrated. Examples thereof include inorganic acids such as sulfuric acid, hydrochloric acid, nitric acid and phosphoric acid, and acidic salts such as sodium hydrogen sulfate, potassium hydrogen sulfate, sodium dihydrogen phosphate and potassium dihydrogen phosphate. Among these, it is particularly preferable to use sodium hydrogensulfate in consideration of handleability and availability.

上記無機塩に記載の如く、硫酸塩や塩酸塩の中性塩かつ多価金属塩が用いられるのがよく、これ以外のゲル化剤成分を用いると、たとえばアルカリ性を呈する塩を用いると薬液のpHの調整が煩雑になる、や、たとえばアルカリ金属塩ではゲル化させる能力が低いために現場での使用量が増える、或いは所定のゲルタイムでゲル化させることができない、という点で好ましくない。本発明に用いることの出来るゲル化剤としての無機塩や酸性物質はいずれも市販品で良いが純度の高いものが好ましい。   As described in the above inorganic salts, neutral salts and polyvalent metal salts of sulfates and hydrochlorides are preferably used, and when other gelling agent components are used, for example, when alkaline salts are used, It is not preferable in that the pH adjustment becomes complicated, or, for example, the alkali metal salt has a low ability to gel, so that the amount used in the field increases, or the gel cannot be gelled at a predetermined gel time. Any inorganic salt or acidic substance as a gelling agent that can be used in the present invention may be a commercially available product, but a highly pure one is preferred.

本発明の地盤安定用薬液に用いるゲル化剤である無機塩は、薬液400Lあたり無機塩中の金属成分質量として0.4kg以上3.5kg以下となる様に用いるのが好ましい。無機塩中の金属成分質量が0.4kg未満の場合には、ゲルタイムが4日を超えて長くなる場合があり好ましくない。また、3.5kgを越えて多い場合には、ゲルタイムが1日未満になる場合があり好ましくない。   The inorganic salt, which is a gelling agent used in the ground stabilization chemical solution of the present invention, is preferably used so that the metal component mass in the inorganic salt is 0.4 kg or more and 3.5 kg or less per 400 L of the chemical solution. When the metal component mass in the inorganic salt is less than 0.4 kg, the gel time may be longer than 4 days, which is not preferable. On the other hand, if it exceeds 3.5 kg, the gel time may be less than 1 day, which is not preferable.

本発明の第1の発明の地盤安定用薬液に用いられる酸性物質は量の規定はないが、主剤液と硬化剤液を組み合わせてなる地盤安定用薬液のpHが3.5以上6以下の範囲が好ましく、地盤安定用薬液のpHが3.5〜5となるように添加するのが好ましい。地盤安定用薬液のpHが本発明の規定する範囲である3.5より低いと、ゲルタイムが7日よりも長くなり、かつゲル体の強度の発現が悪く好ましくない。また、6より高いとゲルタイムが6時間よりも短くなり好ましくない。   The amount of the acidic substance used in the ground stabilization chemical solution of the first invention of the present invention is not limited, but the pH of the ground stabilization chemical solution formed by combining the main agent solution and the curing agent solution is preferably in the range of 3.5 to 6. It is preferable to add so that the pH of the ground stabilization chemical solution is 3.5 to 5. If the pH of the chemical solution for ground stabilization is lower than 3.5, which is the range defined by the present invention, the gel time becomes longer than 7 days and the strength of the gel body is poorly expressed, which is not preferable. If it is higher than 6, the gel time is shorter than 6 hours, which is not preferable.

本発明の第2の発明の地盤安定用薬液に用いられる酸性物質は量の規定はないが、主剤液と硬化剤液を組み合わせてなる地盤安定用薬液のpHが3.5以上4.5以下の範囲内となるように添加するのが好ましい。地盤安定用薬液のpHが本発明の規定する範囲である3.5より低いと、ゲルタイムが4日よりも長くなり、かつゲル体の強度の発現が悪く好ましくない。また、4.5より高いとゲルタイムが1日よりも短くなり好ましくない。   The amount of the acidic substance used in the ground stabilization chemical solution of the second invention of the present invention is not specified, but the pH of the ground stabilization chemical solution formed by combining the main agent solution and the curing agent solution is in the range of 3.5 to 4.5. It is preferable to add so that it becomes. If the pH of the chemical solution for ground stabilization is lower than 3.5, which is the range defined by the present invention, the gel time becomes longer than 4 days and the strength of the gel body is unfavorably deteriorated. On the other hand, if it is higher than 4.5, the gel time is shorter than 1 day, which is not preferable.

本発明の第1の発明の地盤安定用薬液で無機塩と酸性物質を硬化剤液とせずに、コロイダルシリカを含む主剤液(コロイダルシリカ液ともいう)に高濃度の条件下に直接添加混合し、薬液pHを3.5以上6以下の範囲とすると、調製した液自体が6時間程度、ひどい場合には1時間以内でゲル化してしまうため、液調製後にトラブル等で現場の作業が中断した場合には調製液が全て無駄になってしまうため、好ましくない。   In the ground stabilization chemical solution according to the first aspect of the present invention, an inorganic salt and an acidic substance are not added as a curing agent solution, but directly added to and mixed with a main agent solution containing colloidal silica (also referred to as colloidal silica solution) under high concentration conditions. If the pH of the chemical solution is in the range of 3.5 or more and 6 or less, the prepared solution will gel for about 6 hours, and in severe cases within 1 hour. Is not preferable because all of the prepared solution is wasted.

本発明の第2の発明の地盤安定用薬液で無機塩と酸性物質を硬化剤液とせずに、コロイダルシリカを含む主剤液(コロイダルシリカ液ともいう)と高濃度の条件下に直接添加混合し、本発明が規定するpH範囲(3.5以上4.5以下)の地盤安定用薬液としても、ゲルタイムを数日にすることはできず、1日未満でゲル化してしまう。   In the ground stabilization chemical solution of the second invention of the present invention, an inorganic salt and an acidic substance are not added as a curing agent solution, but directly added and mixed under high concentration conditions with a main agent solution containing colloidal silica (also referred to as colloidal silica solution). Even if it is a chemical solution for ground stabilization in the pH range (3.5 or more and 4.5 or less) defined by the present invention, the gel time cannot be set to several days and gelation occurs in less than one day.

本発明の第2の発明の地盤安定用薬液のゲルタイムとしては、6時間以上7日以下、好ましくは12時間以上4日以下、さらに好ましくは1日以上4日以下の範囲がよい。地盤安定用薬液のゲルタイムが6時間未満では、地盤の条件にもよるが、一般的には注入した際にゲルタイムが促進されるために、地盤安定用薬液の浸透距離が十分に得られず、非効率となり好ましくない。地盤安定用薬液の浸透距離を得るためには12時間以上必要であり、さらに断続的に注入を行う場合を考慮すると1日以上が好ましい。また、地盤安定用薬液のゲルタイムが7日を超えると、注入した後の地盤安定用薬液が地下水等により流されるなどの影響を受けやすくなり好ましくない。また、ゲル化後の強度発現性を考慮するとゲルタイムは4日以下であることが好ましい。   The gel time of the ground stabilization chemical solution of the second invention of the present invention is in the range of 6 hours to 7 days, preferably 12 hours to 4 days, more preferably 1 day to 4 days. If the gel time of the chemical solution for ground stabilization is less than 6 hours, it depends on the conditions of the ground, but generally the gel time is promoted when injected, so that the penetration distance of the chemical solution for ground stabilization cannot be obtained sufficiently. It becomes inefficient and is not preferable. In order to obtain the permeation distance of the chemical solution for ground stabilization, 12 hours or more is necessary. Further, considering the case of intermittent injection, one day or more is preferable. Moreover, when the gel time of the chemical solution for ground stabilization exceeds 7 days, it is not preferable because the chemical solution for ground stabilization after injection is easily affected by groundwater or the like. In consideration of strength development after gelation, the gel time is preferably 4 days or less.

本発明の第1の発明の地盤安定用薬液を調製する方法としては、前記本発明のコロイダルシリカ液単独或いはコロイダルシリカと水とを混合したものを主剤液(以下、A液ともいう)とし、無機塩および酸性成分の水溶液を硬化剤液(以下、B液ともいう)とし、A液とB液とを混合した薬液のpHが3.5以上6以下の範囲となるようにA液とB液を同時に混合する方法が挙げられる。A液側に前記本発明の無機塩を添加すると、すぐにゲル化してしまう、或いはシャーベット状の不均一なゲルが生成してしまう。また、SiO2の質量を多くする、すなわちSiO2濃度を高く調整して得たA液に酸性物質を添加すると、A液のpHが4〜8程度の領域では数十分〜数時間でゲル化が生じ、A液を調製してからの静置時間、つまりA液の安定性が確保できないので、トラブル等現場で作業が中断した場合には、調製したA液が硬化し、無駄になってしまう場合がある。また、A液の安定性を確保するめに、さらに酸性成分を添加すると、A液のpHが2〜3程度の領域で安定性を確保することは可能であるが、本発明が規定するゲルタイム6時間以上7日以下に調製することが難しい。 As a method for preparing the ground stabilization chemical solution of the first invention of the present invention, the colloidal silica solution of the present invention alone or a mixture of colloidal silica and water is used as a main agent solution (hereinafter also referred to as A solution), An aqueous solution of an inorganic salt and an acidic component is used as a curing agent liquid (hereinafter also referred to as a B liquid), and the A liquid and the B liquid are adjusted so that the pH of the chemical liquid obtained by mixing the A liquid and the B liquid is in the range of 3.5 to 6. The method of mixing simultaneously is mentioned. If the inorganic salt of the present invention is added to the liquid A side, it will immediately gel or a sherbet-like non-uniform gel will be formed. Further, to increase the mass of SiO 2, i.e. the addition of acidic substance in solution A obtained by high adjust the SiO 2 concentration, the gel in a few tens of minutes to several hours in the region pH of about 4-8 A solution When the operation is interrupted on site such as trouble, the prepared liquid A is cured and wasted. May end up. Moreover, in order to ensure stability of A liquid, when an acidic component is further added, it is possible to ensure stability in the area | region whose pH of A liquid is about 2-3, but the gel time 6 which this invention prescribes | regulates. It is difficult to prepare it for more than 7 hours.

本発明の第2の発明の地盤安定用薬液を調製する方法としては、前記本発明のコロイダルシリカ液単独或いはコロイダルシリカと水とを混合したものを主剤液(以下、A液ともいう)とし、 無機塩および酸性成分の水溶液を硬化剤液(以下、B液ともいう)とし、A液とB液とを混合した地盤安定用薬液のpHが3.5以上4.5以下の範囲となるようにA液とB液を同時に混合する方法が挙げられる。A液側に前記本発明の無機塩を添加すると、すぐにゲル化してしまう、或いはシャーベット状の不均一なゲルが生成してしまう。また、SiO2の質量を多くする、すなわちSiO2濃度を高く調整して得たA液に酸性物質を添加すると、A液のpHが4〜8程度の領域では数十分〜数時間でゲル化が生じ、A液を調製してからの静置時間、つまりA液の安定性が確保できない。また、A液の安定性を確保するめに、さらに酸性成分を添加すると、A液のpHが2〜3程度の領域で安定性を確保することは可能であるが、本発明が規定するゲルタイム1〜4日に調製することが難しい。 As a method for preparing the ground stabilization chemical solution of the second invention of the present invention, the colloidal silica solution of the present invention alone or a mixture of colloidal silica and water is used as a main agent solution (hereinafter also referred to as A solution), An aqueous solution of an inorganic salt and an acidic component is used as a curing agent liquid (hereinafter also referred to as B liquid), and the liquid A is mixed so that the pH of the ground stabilization chemical liquid obtained by mixing A liquid and B liquid is in the range of 3.5 to 4.5 The method of mixing B liquid simultaneously is mentioned. If the inorganic salt of the present invention is added to the liquid A side, it will immediately gel or a sherbet-like non-uniform gel will be formed. Further, to increase the mass of SiO 2, i.e. the addition of acidic substance in solution A obtained by high adjust the SiO 2 concentration, the gel in a few tens of minutes to several hours in the region pH of about 4-8 A solution Therefore, the standing time after preparing the liquid A, that is, the stability of the liquid A cannot be ensured. Moreover, in order to ensure the stability of A liquid, when an acidic component is further added, it is possible to ensure stability in the area | region whose pH of A liquid is about 2-3, but the gel time 1 which this invention prescribes | regulates. Difficult to prepare for ~ 4 days.

かくして調製した地盤安定用薬液の地盤への注入に際しては、例えば、単管式、二重管式、多重管式などの各種注入管を用いることが出来、また、A液とB液とを予め混合して注入管に導く方法、A液とB液とを基部に設けた混合部、例えば、Y字管において混合して注入管に導く方法、A液とB液とをそれぞれ独立に注入管に導いて注入管から地盤内に注入しながら地盤内おいて合流・混合させる等、適宜の方法が可能である。   In injecting the thus prepared ground stabilization chemical solution into the ground, for example, various injection tubes such as a single tube type, a double tube type, a multiple tube type, etc. can be used. A method of mixing and leading to the injection tube, a mixing part provided with the A liquid and the B liquid at the base, for example, a method of mixing in the Y-shaped tube and guiding to the injection pipe, and the A liquid and the B liquid independently of the injection pipe It is possible to use an appropriate method such as introducing into the ground from the injection pipe and mixing and mixing in the ground while injecting into the ground.

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が、本発明はこれら実施例に限定されるものではない。   EXAMPLES Next, although an Example and a comparative example demonstrate this invention concretely, this invention is not limited to these Examples.

実施例及び比較例
コロイダルシリカ・・・米国特許第3711419号明細書、米国特許第3714064号明細書、特開昭62-7622号明細書に記載の方法で調製したコロイダルシリカを使用した。
Examples and Comparative Examples Colloidal silica: Colloidal silica prepared by the methods described in U.S. Pat. No. 3,711,419, U.S. Pat. No. 3,714,064 and JP-A-62-7622 was used.

表1においては、主剤液(A液)を以下のように調製し、主剤液の安定性を確認した。 In Table 1, the main agent solution (A solution) was prepared as follows, and the stability of the main agent solution was confirmed.

A液・・・調製して得られた平均粒子径5nm、SiO2/Na2Oモル比50のコロイダルシリカを、SiO2質量として36kg含むように採取し、水で200Lとなるように希釈した。その主剤液にpHが所定の値になるように酸性物質を添加して、安定性を確認した。 Liquid A: Collected colloidal silica having an average particle size of 5 nm and a SiO 2 / Na 2 O molar ratio of 50 obtained by preparation so as to contain 36 kg of SiO 2 mass, and diluted to 200 L with water. . An acidic substance was added to the main agent solution so that the pH became a predetermined value, and the stability was confirmed.

実験8は、酸性物質とゲル化剤である硫酸マグネシウムを加えてpHが所定の値になるようにし、安定性を確認した。   In Experiment 8, the acidic substance and the gelling agent magnesium sulfate were added to adjust the pH to a predetermined value, and the stability was confirmed.

調整した液の安定性における測定結果を表1に示した。

Figure 2005320410
The measurement results of the stability of the prepared liquid are shown in Table 1.
Figure 2005320410

表1の実験1〜7に記載の如く、コロイダルシリカを主剤とした主剤液側に、酸性物質を添加し、主剤液のpHを酸性側に移行させると、主剤液のpHを4〜8.5にすると、主剤液の安定性が極端に損なわれてしまい、ゲル化を起こしてしまう。   As described in Experiments 1 to 7 in Table 1, when an acidic substance is added to the main agent solution side containing colloidal silica as the main agent and the pH of the main agent solution is shifted to the acidic side, the pH of the main agent solution is changed to 4 to 8.5. Then, the stability of the main agent liquid is extremely impaired, and gelation occurs.

また、実験8に記載の如く、コロイダルシリカ主剤液に酸性物質とゲル化剤を添加すると、本発明で規定する範囲のpH(3.5以上6以下)であっても、安定性が損なわれ、すぐにゲル化を起こしてしまい好ましくない。   Further, as described in Experiment 8, when an acidic substance and a gelling agent were added to the colloidal silica main component liquid, the stability was impaired even at a pH (3.5 to 6) within the range specified in the present invention. This is undesirable because it causes gelation.

従って、主剤液を安定した状態で使用するには、主剤液側に酸性物質等を添加しない、或いは主剤液のpHを3程度まで低下させることが必要となることがわかる。   Therefore, it can be seen that in order to use the main agent solution in a stable state, it is necessary to add no acidic substance or the like to the main agent solution side or to lower the pH of the main agent solution to about 3.

第1の発明の実施例及び比較例
また、表2においては、主剤液(A液)および硬化剤液(B液)を以下のように調製し、以下の項目について評価を行った。
Examples and Comparative Examples of the First Invention In Table 2, the main agent liquid (A liquid) and the curing agent liquid (B liquid) were prepared as follows, and the following items were evaluated.

A液・・・調製して得られたSiO2/Na2Oモル比50のコロイダルシリカを原液、或いは水で希釈してA液とした。 Liquid A: A colloidal silica having a SiO 2 / Na 2 O molar ratio of 50 obtained by preparation was diluted with a stock solution or water to obtain Liquid A.

B液・・・地盤安定用薬液400L中にゲル化剤は無機塩中の金属成分が1kg入る量、酸性物質は表2に記載のpHとなるように、水に溶解あるいは添加しB液とした。このときの無機塩および酸性物質については、市販の試薬1級品を使用した。   Solution B: In 400L of the ground stabilization chemical solution, the gelling agent is dissolved or added in water so that the amount of the metal component in the inorganic salt is 1 kg, and the acidic substance is at the pH shown in Table 2. did. For the inorganic salt and acidic substance at this time, commercially available reagent grade 1 products were used.

上記のようにして調製したA液とB液とを温度20℃において混合し、ゲル化させて砂ゲルを得た。   The liquid A and liquid B prepared as described above were mixed at a temperature of 20 ° C. and gelled to obtain a sand gel.

各試験における薬液に用いたコロイダルシリカの粒子径、薬液中のSiO2含有量、無機塩・酸性物質の種類、さらに薬液のpHと測定結果と評価および総合評価は表2に示した。 Table 2 shows the particle size of the colloidal silica used in the chemical solution in each test, the SiO 2 content in the chemical solution, the type of inorganic salt / acidic substance, the pH of the chemical solution, the measurement results, the evaluation, and the overall evaluation.

なお、表中測定結果の欄の中で−で示したのは、以下に述べるA液、B液混合直後の溶液の均一性評価が×の場合であり,「均一なゲル体が得られないので評価しなかった」、或いはA液、B液混合直後の溶液の均一性評価は○であるが、「ゲルタイムが7日超えて長いため、ゲル化時期および砂ゲル体の脱型時期が判別しにくいので、評価しなかった」の場合を意味する。   In addition, in the column of the measurement result in the table, “-” indicates a case where the uniformity evaluation of the solution immediately after mixing the liquid A and the liquid B described below is “x”, and “a uniform gel body cannot be obtained. So, it was not evaluated ", or the uniformity evaluation of the solution immediately after mixing the liquid A and liquid B is ○, but“ the gel time is longer than 7 days, so the gelation time and the sand gel body demolding time are discriminated. It means that it was difficult to do so and was not evaluated.

薬液性能の各評価項目の試験方法と評価基準は次のとおりである。   The test methods and evaluation criteria for each evaluation item of chemical performance are as follows.

・A液、B液混合直後の溶液の均一性・・・液温20℃において,A液とB液とをよく混合し、生成したゲル体の状態を観た。 -Uniformity of solution immediately after mixing of liquid A and liquid B: Liquid A and liquid B were mixed well at a liquid temperature of 20 ° C., and the state of the gel body produced was observed.

評価 〇・・・ A液とB液を混合後、均一なゲルが生成した。 Evaluation ○: After mixing the A and B solutions, a uniform gel was produced.

評価 ×・・・ A液とB液を混合後、生成したゲル体が不均一であった。 Evaluation x: After mixing the liquid A and the liquid B, the generated gel body was non-uniform.

・ゲルタイム・・・温度20℃において、A液とB液を混合した薬液を容器内に静置し、薬液の流動性がなくなるまでの所要日数をゲルタイムとした。 Gel time: At a temperature of 20 ° C., the chemical solution in which the liquid A and the liquid B were mixed was left in the container, and the number of days required until the fluidity of the chemical solution disappeared was defined as the gel time.

評価 ○・・・薬液のゲルタイムが6時間以上7日以下の範囲内であった。 Evaluation ○ The gel time of the chemical solution was in the range of 6 hours to 7 days.

評価 ×・・・薬液のゲルタイムが6時間未満、或いは7日を超えて長かった。 Evaluation × The gel time of the chemical solution was less than 6 hours or longer than 7 days.

・ゲル化後の強度の発現性・・・温度20℃において、最密充填した豊浦硅砂にA液とB液の混合した薬液を注入し、形成されたゲル体(砂ゲル)径5cm×高さ10cmの一軸圧縮強度値を測定した。 ・ Development of strength after gelation: At a temperature of 20 ° C, a mixture of liquid A and liquid B is injected into the closest packed Toyoura cinnabar, and the gel body (sand gel) diameter formed is 5 cm x high. A uniaxial compressive strength value of 10 cm was measured.

・耐久性・・・温度20℃において、最密充填した豊浦硅砂にA液とB液を混合した地盤安定用薬液を注入し、形成されたゲル体(砂ゲル)径5cm×高さ10cmの材令7日の一軸圧縮強度値と材令1年の一軸圧縮強度値を測定した。 ・ Durability: At a temperature of 20 ° C, a ground stabilization chemical solution in which A liquid and B liquid are mixed into close-packed Toyoura sand, and the gel body (sand gel) diameter is 5 cm x 10 cm in height. The uniaxial compressive strength value of the material age 7 days and the uniaxial compressive strength value of the material age 1 year were measured.

総合評価
〇・・・A液、B液混合直後の溶液の均一性、ゲルタイムの評価が全て〇であった。
Comprehensive evaluation 0: The evaluation of the uniformity and the gel time of the solution immediately after mixing of the liquid A and the liquid B was 0.

×・・・評価項目の少なくとも一つが×であった。

Figure 2005320410
X: At least one of the evaluation items was x.
Figure 2005320410

実験9〜16は地盤安定用薬液400Lあたりに含まれるコロイダルシリカ中のSiO2質量が地盤安定用薬液の性能に与える影響を示す。 Experiments 9 to 16 show the influence of the SiO 2 mass in colloidal silica contained per 400 L of the ground stabilization chemical solution on the performance of the ground stabilization chemical solution.

地盤安定用薬液400L中に含まれるSiO2 質量が本発明の規定範囲(20kg以上70kg以下)よりも少ない15kgの実験9ではゲルタイムが7日を超え極端に長く、一方、規定範囲より多い70の実験16ではゲルタイムが1日未満と短いために地盤安定用薬液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かった。 In Experiment 9 where 15 mass of SiO 2 contained in the ground stabilization chemical solution 400L is less than the specified range of the present invention (20 kg or more and 70 kg or less), the gel time is extremely longer than 7 days, while 70 more than the specified range. In Experiment 16, since the gel time was as short as less than one day, the performance standard of the chemical solution for ground stabilization was not satisfied, and the object of the present invention could not be achieved.

実験17〜24はA液+B液混合後の薬液のpHが地盤安定用薬液の性能に与える影響を示す。地盤安定用薬液のpHが本発明の規定する範囲(3.5以上6以下)よりも低い3.0の実験36はゲルタイムが7日以上と極端に長く、一方、規定範囲より高い4.8の実験39ではゲルタイムが1日未満と短いために地盤安定用薬液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かった。   Experiments 17 to 24 show the effect of the pH of the chemical solution after mixing the A solution and the B solution on the performance of the chemical solution for ground stabilization. In the experiment 36 with 3.0, where the pH of the chemical solution for ground stabilization is lower than the range specified by the present invention (3.5 or more and 6 or less), the gel time is extremely long as 7 days or more, while in the experiment 39 with 4.8 higher than the specified range, the gel time is Since it was as short as less than 1 day, it did not meet the performance criteria of the chemical solution for ground stabilization, and the object of the present invention could not be achieved.

実験28は硬化剤液に酸性物質の未添加における薬液の性能に与える影響を示す。硬化剤液中に酸性物質を添加しない実験33は、A液+B液混合直後の溶液が不均一であり、本発明の目的を達成することが出来なかった。   Experiment 28 shows the effect on the performance of the chemical without adding an acidic substance to the curing agent. In Experiment 33 in which an acidic substance was not added to the curing agent solution, the solution immediately after mixing the A solution and the B solution was non-uniform, and the object of the present invention could not be achieved.

実験29は比較例として本発明規定以外のゲル化剤用いた場合の地盤安定用薬液の性能に与える影響を示す。本発明規定以外のゲル化剤を用いた場合は、A液+B液混合直後に発泡し、本発明の評価基準を満たさず、本発明の目的を達成する事が出来なかった。   Experiment 29 shows the influence on the performance of the chemical solution for ground stabilization when a gelling agent other than the provisions of the present invention is used as a comparative example. When a gelling agent other than those specified in the present invention was used, foaming occurred immediately after mixing of the liquid A and the liquid B, the evaluation criteria of the present invention were not satisfied, and the object of the present invention could not be achieved.

実験30は比較例として酸性物質を主剤液に添加した場合の地盤安定用薬液の性能に与える影響を示す。本発明規定以外の酸性物質の添加方法では、ゲルタイムが6時間未満と短いために薬液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かった。   Experiment 30 shows, as a comparative example, the effect on the performance of a chemical solution for ground stabilization when an acidic substance is added to the main agent solution. In the method of adding an acidic substance other than that of the present invention, since the gel time is as short as less than 6 hours, the performance standard of the chemical solution is not satisfied and the object of the present invention cannot be achieved.

これに対して、本発明の用件を満たした場合(実験10〜15、18〜23、25〜27)には、A液とB液とを混合して得た地盤安定用薬液は不均一ゲルを生成することなく、ゲルタイムも6時間以上7日以下の範囲内であり、いずれも前記地盤安定用薬液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 requirements of the present invention are satisfied (Experiments 10-15, 18-23, 25-27), the chemical solution for ground stabilization obtained by mixing the A solution and the B solution is not uniform. Without producing a gel, the gel time was in the range of 6 hours to 7 days, all satisfying the performance criteria of the chemical solution for ground stabilization, and the object of the present invention could be achieved.

さらに、表3において、主剤液(A液)および硬化剤液(B液)を以下のように調製し、以下の項目について測定を行った。   Furthermore, in Table 3, the main agent liquid (A liquid) and the hardening | curing agent liquid (B liquid) were prepared as follows, and the following items were measured.

A液・・・前記と同様に、調製して得られたSiO2/Na2Oモル比50のコロイダルシリカを原液、或いは水で希釈してA液とした。 Liquid A: As described above, colloidal silica having a SiO 2 / Na 2 O molar ratio of 50 obtained by dilution was diluted with a stock solution or water to obtain Liquid A.

B液・・・無機塩は表3に記載の金属成分量を、酸性物質は表3に記載のpHとなるように、水に溶解あるいは添加しB液とした。このときの無機塩および酸性物質については、市販の試薬1級品を使用した。   Solution B: The inorganic salt was dissolved or added to water so that the amount of the metal component described in Table 3 was reached, and the acidic substance was adjusted to the pH described in Table 3. For the inorganic salt and acidic substance at this time, commercially available reagent grade 1 products were used.

上記のようにして調製したA液とB液とを温度20℃において混合し、ゲル化させて砂ゲルを得た。   The liquid A and liquid B prepared as described above were mixed at a temperature of 20 ° C. and gelled to obtain a sand gel.

各試験における薬液に用いたコロイダルシリカの粒子径、地盤安定用薬液中のSiO2含有量、無機塩・酸性物質の種類、さらに地盤安定用薬液のpHと測定結果を表3に示す。 Table 3 shows the particle diameter of the colloidal silica used in the chemical solution in each test, the SiO 2 content in the chemical solution for ground stabilization, the type of inorganic salt / acidic substance, the pH of the chemical solution for ground stabilization, and the measurement results.

各試験方法は前記方法と同様に行った。

Figure 2005320410
Each test method was performed in the same manner as described above.
Figure 2005320410

実験31〜45は本発明の用件を満たしているので、A液とB液とを混合して得た薬液は不均一ゲルを生成することなく、ゲルタイムも6時間以上7日以下の範囲内であり、いずれも前記薬液の性能基準を満たしており、特に好ましい範囲の要件を満たしたものは、土質安定用薬液として本発明の目的を十分に達成することが出来ることがわかる。   Since Experiments 31 to 45 satisfy the requirements of the present invention, the chemical obtained by mixing the liquid A and the liquid B does not form a non-uniform gel, and the gel time is within the range of 6 hours to 7 days. It can be seen that those satisfying the performance standard of the chemical solution and satisfying the requirements of the particularly preferable range can sufficiently achieve the object of the present invention as a soil stabilization chemical solution.

第2の発明の実施例及び比較例
表4において、主剤液(A液)および硬化剤液(B液)を以下のように調製し、以下の項目について評価を行った。
Examples and Comparative Examples of Second Invention In Table 4, a main agent liquid (A liquid) and a curing agent liquid (B liquid) were prepared as follows, and the following items were evaluated.

A液・・・調製して得られたSiO2/Na2Oモル比50のコロイダルシリカを原液、或いは水で希釈してA液とした。 Liquid A: A colloidal silica having a SiO 2 / Na 2 O molar ratio of 50 obtained by preparation was diluted with a stock solution or water to obtain Liquid A.

B液・・・ゲル化剤の(a)成分および酸性物質については、市販の試薬1級品を使用した。   Liquid B: A commercially available reagent grade 1 was used for the component (a) and the acidic substance of the gelling agent.

上記のようにして調製したA液とB液とを温度20℃において混合し、ゲル化させて砂ゲルを得た。   The liquid A and liquid B prepared as described above were mixed at a temperature of 20 ° C. and gelled to obtain a sand gel.

各試験における薬液に用いたコロイダルシリカの粒子径、薬液中のSiO2含有量、無機塩、酸性物質の種類および無機塩の質量、さらに薬液のpHと測定結果と評価および総合評価は表2に示した。 Table 2 shows the particle size of colloidal silica used in the chemicals in each test, the content of SiO 2 in the chemicals, the inorganic salt, the type of acidic substance and the mass of the inorganic salt, the pH of the chemicals, the measurement results, the evaluation and the overall evaluation Indicated.

なお、表中測定結果の欄の中で−で示したのは、以下に述べるA液、B液混合直後の溶液の均一性評価が×の場合であり,「均一なゲル体が得られないので評価しなかった」、或いはA液、B液混合直後の溶液の均一性評価は○であるが、「ゲルタイムが7日以上と長いため、ゲル化時期および砂ゲル体の脱型時期が判別しにくいので、評価しなかった」の場合を意味する。   In addition, in the column of the measurement result in the table, “-” indicates a case where the uniformity evaluation of the solution immediately after mixing the liquid A and the liquid B described below is “x”, and “a uniform gel body cannot be obtained. So, it was not evaluated ", or the uniformity evaluation of the solution immediately after mixing the liquid A and liquid B is ○, but“ the gel time and the demolding time of the sand gel body are distinguished because the gel time is as long as 7 days or longer It means that it was difficult to do so and was not evaluated.

地盤安定用薬液性能の各評価項目の試験方法と評価基準は次のとおりである。   The test methods and evaluation criteria for each evaluation item of chemical performance for ground stabilization are as follows.

・A液、B液混合直後の溶液の均一性・・・液温20℃において,A液とB液とをよく混合し、生成したゲル体の状態を観た。 -Uniformity of solution immediately after mixing of liquid A and liquid B: Liquid A and liquid B were mixed well at a liquid temperature of 20 ° C., and the state of the gel body produced was observed.

評価 〇・・・ A液とB液を混合後、均一なゲルが生成した。 Evaluation ○: After mixing the A and B solutions, a uniform gel was produced.

評価 ×・・・ A液とB液を混合後、生成したゲル体が不均一であった。 Evaluation x: After mixing the liquid A and the liquid B, the generated gel body was non-uniform.

・ゲルタイム・・・温度20℃において、A液とB液を混合した薬液を容器内に静置し、薬液の流動性がなくなるまでの所要日数をゲルタイムとした。 Gel time: At a temperature of 20 ° C., the chemical solution obtained by mixing the A solution and the B solution was allowed to stand in the container, and the number of days required until the fluidity of the chemical solution disappeared was defined as the gel time.

評価 ○・・・薬液のゲルタイムが1日以上4日以下の範囲内であった。 Evaluation ○ The gel time of the chemical solution was in the range of 1 day to 4 days.

評価 ×・・・薬液のゲルタイムが1日未満、或いは4日を超えて長かった。 Evaluation x ... The gel time of the chemical solution was less than 1 day or longer than 4 days.

・ゲル化後の強度の発現性・・・温度20℃において、最密充填した豊浦硅砂にA液とB液の混合した薬液を注入し、形成されたゲル体(砂ゲル)径5cm×高さ10cmの一軸圧縮強度値を測定した。 ・ Development of strength after gelation: At a temperature of 20 ° C, a mixture of liquid A and liquid B is injected into the closest packed Toyoura cinnabar, and the gel body (sand gel) diameter formed is 5 cm x high. A uniaxial compressive strength value of 10 cm was measured.

評価 〇・・・一軸圧縮強度の値が,0.10N/mm2 以上であった。 Evaluation ○ The value of uniaxial compressive strength was 0.10 N / mm 2 or more.

評価 ×・・・一軸圧縮強度の値が,0.10N/mm2 未満であった。 Evaluation x: The value of uniaxial compressive strength was less than 0.10 N / mm 2 .

・耐久性・・・温度20℃において、最密充填した豊浦硅砂にA液とB液の混合した地盤安定用薬液を注入し、形成されたゲル体(砂ゲル)径5cm×高さ10cmの材令7日の一軸圧縮強度値と材令1年の一軸圧縮強度値を測定した。 ・ Durability: At a temperature of 20 ° C, the ground stabilization chemical solution, which is a mixture of liquid A and liquid B, is injected into the closest packed Toyoura sand, and the gel body (sand gel) diameter is 5cm x 10cm in height. The uniaxial compressive strength value of the material age 7 days and the uniaxial compressive strength value of the material age 1 year were measured.

総合評価
〇・・・A液、B液混合直後の溶液の均一性、ゲルタイム、ゲル化後の強度の発現性の評価が全て〇であった。
Comprehensive evaluation 0: Evaluation of uniformity of solution immediately after mixing of liquid A and liquid B, gel time, and expression of strength after gelation were all 0.

×・・・評価項目の少なくとも一つが×であった。

Figure 2005320410
X: At least one of the evaluation items was x.
Figure 2005320410

実験54〜59はコロイダルシリカの平均粒子径が地盤安定用薬液の性能へ与える影響を示す。コロイダルシリカの平均粒子径が本発明の規定範囲(4nm以上10nm以下)よりも小さい2nmである実験54では、A液+B液混合直後の溶液の均一性が悪く、一方、規定範囲より大きい12nmである実験58および59ではゲル化直後の強度の発現性が低い、或いはゲルタイムが7日以上と長く、それぞれ前記の地盤安定用薬液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かった。   Experiments 54 to 59 show the influence of the average particle size of colloidal silica on the performance of the chemical solution for ground stabilization. In Experiment 54, in which the average particle diameter of colloidal silica is 2 nm, which is smaller than the specified range of the present invention (4 nm to 10 nm), the uniformity of the solution immediately after mixing of liquid A and liquid B is poor, while In some Experiments 58 and 59, the expression of strength immediately after gelation is low, or the gel time is as long as 7 days or longer, and the object of the present invention cannot be achieved without satisfying the performance criteria of the above-mentioned ground stabilization chemicals. It was.

実験60〜65は薬液400Lあたりに含まれるコロイダルシリカ中のSiO2質量が地盤安定用薬液の性能に与える影響を示す。地盤安定用薬液400L中に含まれるSiO2質量が本発明の規定範囲(20kg以上60kg以下)よりも少ない15kgの実験60ではゲルタイムが7日以上と極端に長く、一方、規定範囲より多い70kgの実験65ではゲルタイムが1日未満と短いために薬液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かった。 Experiments 60 to 65 show the effect of the SiO 2 mass in colloidal silica contained per 400 L of chemical solution on the performance of the chemical solution for ground stabilization. In the experiment 60 of 15 kg in which the SiO 2 mass contained in the ground stabilization chemical solution 400 L is less than the specified range (20 kg or more and 60 kg or less) of the present invention, the gel time is extremely long as 7 days or more, while In Experiment 65, since the gel time was as short as less than 1 day, the performance standard of the chemical solution was not satisfied, and the object of the present invention could not be achieved.

実験66〜77は地盤安定用薬液400Lあたりに含まれるゲル化剤中の金属成分質量が薬液の性能に与える影響を示す。地盤安定用薬液400Lあたりに含まれるゲル化剤中の金属成分質量が本発明の規定範囲(0.4kg以上3.5kg以下)よりも少ない0.3kgの実験66ではゲルタイムが5〜6日であり長い。一方、規定範囲より多い3.9kgの実験77では、ゲルタイムが1日未満と短いために地盤安定用薬液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かった。   Experiments 66 to 77 show the influence of the mass of the metal component in the gelling agent contained per 400 L of the ground stabilization chemical solution on the performance of the chemical solution. In Experiment 66 where the metal component mass in the gelling agent contained per 400 L of the ground stabilization chemical solution is 0.3 kg, which is less than the specified range of the present invention (0.4 kg or more and 3.5 kg or less), the gel time is 5 to 6 days, which is long. On the other hand, in Experiment 77 of 3.9 kg which is larger than the specified range, the gel time was as short as less than 1 day, so the performance standard of the chemical solution for ground stabilization was not satisfied, and the object of the present invention could not be achieved.

実験78は硬化剤液に酸性物質の未添加における地盤安定用薬液の性能に与える影響を示す。硬化剤液中に酸性物質を添加しない実験78は、A液+B液混合直後の溶液が不均一であり、本発明の目的を達成することが出来なかった。   Experiment 78 shows the effect of the addition of an acidic substance to the hardener solution on the performance of the chemical solution for ground stabilization. In Experiment 78 in which an acidic substance was not added to the curing agent solution, the solution immediately after mixing the solution A and the solution B was non-uniform, and the object of the present invention could not be achieved.

実験79〜84はA液+B液混合後の地盤安定用薬液のpHが地盤安定用薬液の性能に与える影響を示す。地盤安定用薬液のpHが本発明の規定する範囲(3.5以上4.5以下)よりも低い3.0の実験81はゲルタイムが7日以上と極端に長く、一方、規定範囲より高い4.8の実験84ではゲルタイムが1日未満と短いために地盤安定用薬液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かった。   Experiments 79 to 84 show the influence of the pH of the chemical solution for ground stabilization after mixing of liquid A and solution B on the performance of the chemical solution for ground stabilization. Experiment 81 with 3.0, where the pH of the chemical solution for ground stabilization is lower than the range specified by the present invention (3.5 or more and 4.5 or less) has an extremely long gel time of 7 days or more, while Experiment 84 with 4.8 higher than the specified range has a gel time of 4.8. Since it was as short as less than one day, it did not meet the performance criteria of the chemical solution for ground stabilization, and the object of the present invention could not be achieved.

実験85は比較例として本発明規定以外のゲル化剤用いた場合の地盤安定用薬液の性能に与える影響を示す。本発明規定以外のゲル化剤を用いた場合は、A液+B液混合直後に発泡し、本発明の評価基準を満たさず、本発明の目的を達成する事が出来なかった。   Experiment 85 shows the effect on the performance of the chemical solution for ground stabilization when a gelling agent other than the provisions of the present invention is used as a comparative example. When a gelling agent other than those specified in the present invention was used, foaming occurred immediately after mixing of the liquid A and the liquid B, the evaluation criteria of the present invention were not satisfied, and the object of the present invention could not be achieved.

実験86は比較例として酸性物質を主剤液に添加した場合の地盤安定用薬液の性能に与える影響を示す。本発明規定以外の酸性物質の添加方法では、ゲルタイムが1日未満と短いために地盤安定用薬液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かった。これに対して、本発明の用件を満たした場合(実験55〜57、61〜64、67〜76、79〜80、82〜83)には、A液とB液とを混合して得た地盤安定用薬液は不均一ゲルを生成することなく、7日経過後における形成されたゲル体(砂ゲル)の一軸圧縮強度値が0.10N/mm2以上であり、いずれも前記地盤安定用薬液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。 Experiment 86 shows the effect on the performance of the chemical solution for ground stabilization when an acidic substance is added to the main agent solution as a comparative example. In the method of adding an acidic substance other than the provisions of the present invention, the gel time is as short as less than 1 day, so that the performance standard of the chemical solution for ground stabilization is not satisfied, and the object of the present invention cannot be achieved. On the other hand, when the requirements of the present invention are satisfied (Experiments 55 to 57, 61 to 64, 67 to 76, 79 to 80, 82 to 83), the liquid A and the liquid B are mixed. The ground stabilization chemical solution does not form a non-uniform gel, and the gel body (sand gel) formed after 7 days has a uniaxial compressive strength value of 0.10 N / mm 2 or more. The performance criteria of the present invention were satisfied and the object of the present invention was achieved.

Claims (2)

コロイダルシリカを含む主剤液とゲル化剤である無機塩を含む硬化剤液とからなり、これら主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液において、主剤液がコロイダルシリカを地盤安定用薬液400L中にSiO2として20kg以上70kg以下含み、硬化剤液がゲル化剤である無機塩と酸性物質を含み、主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液のpHが3.5以上6以下の範囲内であり、かつゲルタイムが6時間以上7日以下であることを特徴とする地盤安定用薬液。 In the ground stabilization chemical solution consisting of a main agent solution containing colloidal silica and a hardener solution containing an inorganic salt that is a gelling agent, the main agent solution uses colloidal silica for ground stabilization. during chemical 400L includes 20kg or 70kg or less as SiO 2, the curing agent solution comprises an inorganic salt and an acidic substance is a gelling agents, pH of the soil stabilizing chemical solution comprising a combination of a base resin liquid and the curing agent solution is 3.5 or more A chemical solution for ground stabilization, characterized by being within a range of 6 or less and having a gel time of 6 hours or more and 7 days or less. SiO2/Na2Oモル比30以上80以下のコロイダルシリカを含む主剤液とゲル化剤である無機塩を含む硬化剤液とからなり、これら主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液において、主剤液がコロイダルシリカを地盤安定用薬液400LあたりSiO2として20kg以上60kg以下含み、該コロイダルシリカが平均粒子径4nm以上10nm以下であり、硬化剤液がゲル化剤である無機塩及び酸性物質を含み、該無機塩中の金属成分が地盤安定用薬液400Lあたり0.4kg以上3.5kg以下の範囲内であり、かつ主剤液と硬化剤液とを組み合わせてなる地盤安定用薬液のpHが3.5以上4.5以下であることを特徴とする地盤安定用薬液。 Stable ground consisting of a main agent solution containing colloidal silica with an SiO 2 / Na 2 O molar ratio of 30 to 80 and a curing agent solution containing an inorganic salt as a gelling agent, and combining these main agent solution and hardening agent solution. In the chemical solution, an inorganic salt in which the main agent solution contains colloidal silica in an amount of 20 kg to 60 kg as SiO 2 per 400 L of the ground stabilization chemical solution, the colloidal silica has an average particle size of 4 nm to 10 nm, and the curing agent solution is a gelling agent. And an acidic substance, the metal component in the inorganic salt is within the range of 0.4 kg to 3.5 kg per 400 L of the ground stabilization chemical solution, and the pH of the ground stabilization chemical solution that is a combination of the main agent solution and the curing agent solution Is a chemical solution for ground stabilization, characterized in that it is 3.5 or more and 4.5 or less.
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