JP3025957B2 - Chemical liquid for ground injection - Google Patents
Chemical liquid for ground injectionInfo
- Publication number
- JP3025957B2 JP3025957B2 JP18170798A JP18170798A JP3025957B2 JP 3025957 B2 JP3025957 B2 JP 3025957B2 JP 18170798 A JP18170798 A JP 18170798A JP 18170798 A JP18170798 A JP 18170798A JP 3025957 B2 JP3025957 B2 JP 3025957B2
- Authority
- JP
- Japan
- Prior art keywords
- fine particle
- calcium hydroxide
- less
- ground injection
- water glass
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/24—Compositions 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
- C04B28/26—Silicates of the alkali metals
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00732—Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【0001】[0001]
【発明の属する技術分野】この発明は水には難溶である
が、アルカリの存在下では溶解しやすい特定の粒径の微
粒子水酸化カルシウムあるいは微粒子セメントと、特定
のモル比の水ガラスとを主材とした地盤注入用薬液に係
り、特に、砂質土等の透水地盤の注入に適した浸透性の
地盤注入用薬液に関する。BACKGROUND OF THE INVENTION The present invention relates to a method of forming fine calcium hydroxide or cement having a specific particle size, which is hardly soluble in water but easily soluble in the presence of alkali, and water glass having a specific molar ratio. The present invention relates to a soil injection chemical solution as a main material, and more particularly to a permeable soil injection chemical solution suitable for injection into a permeable ground such as sandy soil.
【0002】[0002]
【従来の技術】従来、難溶性カルシウム化合物を用いた
溶液型地盤注入用薬液として、水ガラス・消石灰(水酸
化カルシウム)系薬液が知られている。2. Description of the Related Art Conventionally, a water glass / slaked lime (calcium hydroxide) -based chemical is known as a solution-type ground injection chemical using a poorly soluble calcium compound.
【0003】この薬液は難溶性カルシウム化合物を含有
するが、アルカリ性である水ガラスの存在下で溶解度が
増大し、したがって、ゲル化時間を短くすることがで
き、しかも、比較的高固結強度を呈する溶液型地盤注入
用薬液である。[0003] Although this chemical solution contains a sparingly soluble calcium compound, its solubility increases in the presence of alkaline water glass, so that the gelation time can be shortened and a relatively high consolidation strength is obtained. It is a solution type chemical for ground injection to be presented.
【0004】しかし、この系では、消石灰の溶解度を大
きくするために、SiO2 /Na2Oのモル比の小さな
水ガラスを使用したり、平均粒径2.8ミクロン程度の水
酸化カルシウムを使用しなければならず、このため次に
示すような欠点を有するものである。However, in this system, in order to increase the solubility of slaked lime, water glass having a small molar ratio of SiO 2 / Na 2 O or calcium hydroxide having an average particle size of about 2.8 μm is used. Therefore, it has the following disadvantages.
【0005】[0005]
【発明が解決しようとする課題】すなわち、上述の公知
水ガラス−消石灰(水酸化カルシウム)系薬液におい
て、水ガラスとしてSiO2 /Na2 Oモル比が2.2以
下のものを用いた場合、水酸化カルシウムと水ガラスの
反応によって遊離したアルカリ分が固結物から溶出し、
アルカリ公害の懸念が生じる。That is, in the above-mentioned known water glass-slaked lime (calcium hydroxide) -based chemical solution, when a water glass having a SiO 2 / Na 2 O molar ratio of 2.2 or less is used, Alkali content released by the reaction of calcium hydroxide and water glass elutes from the solidified matter,
Concerns about alkaline pollution arise.
【0006】また、水ガラスとして3号水ガラスを用
い、水酸化カルシウムとして平均粒径数ミクロン程度の
ものを用いた場合、この水酸化カルシウムには平均粒径
1ミクロン以下の粒子が少ないため、溶解せずに残存す
る粒子状水酸化カルシウムの影響が大きい。すなわち、
この粒子が配合液中にある場合と、砂が目詰まりして分
離した場合とではゲル化時間が大きく異なり、さらに目
詰まりのために薬液の浸透性が悪くなる。When No. 3 water glass is used as the water glass and calcium hydroxide having an average particle size of about several microns is used, the calcium hydroxide has few particles having an average particle size of 1 micron or less. The effect of the residual particulate calcium hydroxide without dissolution is great. That is,
The gelation time is significantly different between the case where the particles are present in the mixture and the case where the sand is clogged and separated, and the clogging deteriorates the permeability of the chemical solution.
【0007】そこで、本発明の目的は水ガラスと、反応
剤としての微粒子水酸化カルシウムおよび/または微粒
子セメントとを含む地盤注入用薬液において、反応剤の
大部分を溶解させるようにし、前述の公知技術に存する
欠点を改良した浸透性の地盤注入用薬液を提供すること
にある。Therefore, an object of the present invention is to dissolve most of the reactant in a liquid for ground injection containing water glass and particulate calcium hydroxide and / or particulate cement as a reactant, as described above. It is an object of the present invention to provide a permeable ground injection chemical solution which ameliorates the disadvantages of the art.
【0008】[0008]
【課題を解決するための手段】上述の目的を達成するた
め、本発明によれば、水ガラスと、反応剤とを主材とし
て含有する地盤注入用薬液において、前記水ガラスがモ
ル比(SiO2 /Na2 O)2.8以上のものであり、前
記反応剤が微粒子水酸化カルシウムであって、以下の要
件(1)〜(3)、すなわち、 (1)平均粒径が2ミクロン以下であって、0.5ミクロ
ン以下が10重量%以下 である。 (2)粒径2.5ミクロン以下を80重量%以上含有す
る。 (3)粒径3.5ミクロン以上が10重量%以下である。 を具備してなり、さらに必要に応じて反応剤として微粒
子セメントを含有してなることを特徴とする。According to the present invention, in order to attain the above object, according to the present invention, in a ground injection chemical solution containing water glass and a reactant as main materials, the water glass has a molar ratio (SiO 2). 2 / Na 2 O) 2.8 or more, wherein the reactant is particulate calcium hydroxide, and the following requirements (1) to (3): (1) the average particle size is 2 microns or less I der, 0.5 micro
Not more than 10% by weight . (2) 80% by weight or more containing 2.5 microns or less in particle size . (3) A particle size of 3.5 microns or more is 10% by weight or less . And, if necessary, a particulate cement as a reactant.
【0009】さらに、上述の目的を達成するため、本発
明によれば、水ガラスと、反応剤とを主材として含有す
る地盤注入用薬液において、前記水ガラスがモル比(S
iO2 /Na2 O)2.8以上のものであり、前記反応剤
が平均粒径2ミクロン以下で、0.5ミクロン以下が10
重量%以下の微粒子セメントであり、さらに必要に応じ
て反応剤として微粒子水酸化カルシウムを含有してなる
ことを特徴とする。Further, in order to achieve the above object, according to the present invention, in a ground injection chemical solution containing water glass and a reactant as main materials, the water glass has a molar ratio (S
iO 2 / Na 2 O) 2.8 or more, and the reactant has an average particle size of 2 μm or less and 0.5 μm or less of 10
It is a fine particle cement of not more than% by weight , and further contains fine particle calcium hydroxide as a reactant as required.
【0010】[0010]
【発明の実施の形態】本発明の地盤注入用薬液は基本的
には、(A)水ガラス−微粒子水酸化カルシウム系およ
び(B)水ガラス−微粒子セメント系の二種類の系から
なる。以下、これら(A)および(B)の各系について
具体的に詳述する。BEST MODE FOR CARRYING OUT THE INVENTION The chemical solution for injecting ground into the ground of the present invention basically comprises two types of systems: (A) water glass-fine particle calcium hydroxide system and (B) water glass-fine particle cement system. Hereinafter, each system of (A) and (B) will be specifically described in detail.
【0011】(A)水ガラス−微粒子水酸化カルシウム
系。 本発明にかかるこの系の地盤注入用薬液は水ガラスと反
応剤とを主材として含有する薬液であって、水ガラスと
して、モル比(SiO2 /Na2 O)が2.8以上の水ガ
ラス、例えば3号水ガラス等が用いられ、また、反応剤
として次の要件(1)〜(3)を具備した微粒子水酸化
カルシウムが用いられる。(A) Water glass-fine particle calcium hydroxide system. The chemical liquid for ground injection of this system according to the present invention is a chemical liquid containing water glass and a reactant as main components, and has a water glass having a molar ratio (SiO 2 / Na 2 O) of 2.8 or more. Glass, for example, No. 3 water glass is used, and fine particle calcium hydroxide having the following requirements (1) to (3) is used as a reactant.
【0012】(1)平均粒径が2ミクロン以下であるこ
と。 (2)粒径2.5ミクロン以下を80重量%以上含有する
こと。 (3)粒径3.5ミクロン以上が10重量%以下であるこ
と。(1) The average particle size is 2 microns or less. (2) 80% by weight or more of particles having a particle size of 2.5 microns or less. (3) The particle size of 3.5 microns or more is 10% by weight or less.
【0013】このような微粒子水酸化カルシウムはモル
比が2.8以上の水ガラスに大部分が溶解し、溶液型注入
材と同様の浸透性を呈する地盤注入用薬液となる。Most of such fine particles of calcium hydroxide are dissolved in water glass having a molar ratio of 2.8 or more, and become a ground injection chemical having the same permeability as a solution type injection material.
【0014】前記微粒子水酸化カルシウムの使用量は地
盤注入用薬液1m3当り、0.5〜40kgであって、かつ水
ガラス1m3当り、2〜100kgである。このような微粒
子水酸化カルシウムの使用量は水ガラスの存在下で完全
に溶解する量である必要はない。すなわち、この水酸化
カルシウムは平均粒径2ミクロン以下の細かい微粒子水
酸化カルシウムであるので、少量でもゲル化は確実であ
る。特に、注入地盤が砂質土であって、浸透性に問題が
ない場合には、注入時に不溶解の粒子があっても、それ
は徐々に溶解してゲルの強度や耐久性に貢献する。な
お、この系における水ガラスの使用量は地盤注入用薬液
1m3当り、200〜700lである。The amount of the fine particle calcium hydroxide to be used is 0.5 to 40 kg per 1 m 3 of the ground liquid, and 2 to 100 kg per 1 m 3 of water glass. The amount of the fine calcium hydroxide used need not be an amount that completely dissolves in the presence of water glass. That is, since this calcium hydroxide is a fine particle calcium hydroxide having an average particle diameter of 2 μm or less, gelation is sure even in a small amount. In particular, when the injection ground is sandy soil and there is no problem in permeability, even if there are particles that are not dissolved at the time of injection, they gradually dissolve and contribute to the strength and durability of the gel. Incidentally, the amount of water glass in the system ground injection drug solution 1 m 3 per a 200~700L.
【0015】また、上述の微粒子水酸化カルシウムは平
均粒径1.5ミクロン以下、特に1.0ミクロン以下が好ま
しい。この場合、水酸化カルシウムの粒径が小さいので
溶解度が大きく、2〜3秒程度で大部分が溶解してしま
い、硬化剤としての作用が顕著に現れる。The above-mentioned fine particle calcium hydroxide preferably has an average particle size of 1.5 μm or less, particularly preferably 1.0 μm or less. In this case, since the particle size of the calcium hydroxide is small, the solubility is large, and most of the calcium hydroxide is dissolved in about 2 to 3 seconds, so that the action as a hardening agent appears remarkably.
【0016】しかし、粒径0.5ミクロン以下は10重量
%以下であることが好ましい。粒径0.5ミクロン以下が
多く存在すると、その使用量が多い場合や、配合液の液
温が高い場合にはゲル化時間が短くなり過ぎてしまう。
ゲル化時間を長くするために水酸化カルシウムの使用量
を少なくすると、固結物の強度が小さくなって好ましく
なく、したがって粒径0.5ミクロン以下の場合には10
%以下であることが好ましい。However, it is preferable that the particle size of 0.5 micron or less is 10% by weight or less. If the particle size is less than 0.5 microns, the gelation time will be too short if the amount of the particles used is large or if the temperature of the mixture is high.
If the amount of calcium hydroxide used is reduced in order to lengthen the gelation time, the strength of the consolidated product is undesirably reduced.
% Is preferable.
【0017】さらに上述の本発明にかかる系(A)では
反応剤として、上述の微粒子水酸化カルシウムに加え
て、微粒子セメントや微粒子スラグを併用することがで
き、これらの併用により固結物は高強度を呈するように
なる。Further, in the system (A) according to the present invention, fine particles cement or fine particles slag can be used in addition to the above fine particles of calcium hydroxide as a reactant. It becomes strong.
【0018】この場合の微粒子セメントの粒径は後述の
(B)の系に用いられる微粒子セメントのような粒径の
特定を必要としないが、好ましくは平均粒径5ミクロン
以下の微粒子セメントである。このような微粒子セメン
トは微粒子水酸化カルシウムの粒径が細かくて、ゲル化
時間が短くなり過ぎる場合に併用される。この使用量は
微粒子水酸化カルシウムと微粒子セメントの配合比率が
重量比率で90〜5:10〜95となるような量であ
る。In this case, the particle size of the fine particle cement does not need to be specified as in the case of the fine particle cement used in the system (B) described later, but is preferably a fine particle cement having an average particle size of 5 μm or less. . Such fine particle cement is used in combination when the fine particle calcium hydroxide has a small particle diameter and the gelation time is too short. The amount used is such that the mixing ratio of the fine particle calcium hydroxide and the fine particle cement is 90 to 5:10 to 95 by weight.
【0019】微粒子スラグの粒径もまた、微粒子であれ
ば特別に特定されないが、好ましくは平均粒径4ミクロ
ン以下である。この微粒子スラグはアルカリの刺激によ
って強度を発揮し、特にこの系の場合、ゲル化時間が短
くなるために微粒子水酸化カルシウムを多く使用できな
いときでも、この微粒子スラグを併用すれば、微粒子水
酸化カルシウムや微粒子セメントとともに硬化して高強
度の固結物を得る。この場合、水酸化カルシウムに平均
粒径が2ミクロン以下のような微粒子を使用するため、
水酸化カルシウムの使用量が3.5%以下でも十分強度が
大きくなるのである。The particle size of the fine particle slag is not particularly specified if it is a fine particle, but is preferably 4 μm or less in average particle size. This fine particle slag exerts strength by the stimulation of alkali, and especially in this system, even when it is not possible to use a large amount of fine particle calcium hydroxide due to a short gelation time, if this fine particle slag is used in combination, fine particle calcium hydroxide can be used. To obtain a high-strength solidified product by hardening together with fine particle cement. In this case, in order to use fine particles having an average particle size of 2 microns or less for calcium hydroxide,
Even if the amount of calcium hydroxide used is 3.5% or less, the strength is sufficiently increased.
【0020】(B)水ガラス−微粒子セメント系。 本発明にかかるこの系の地盤注入用薬液もまた、水ガラ
スと反応剤とを主材として含有する薬液であって、水ガ
ラスとして上述と同様、モル比(SiO2 /Na2 O)
2.8以上の水ガラス、例えば3号水ガラス等が用いら
れ、また反応剤としては平均粒径2ミクロン以下の微粒
子セメントが用いられる。(B) Water glass-fine particle cement system. The chemical liquid for ground injection of this system according to the present invention is also a chemical liquid containing water glass and a reactant as main materials, and has a molar ratio (SiO 2 / Na 2 O) as water glass as described above.
Water glass of 2.8 or more, for example, No. 3 water glass, etc. is used, and as a reactant, fine particle cement having an average particle size of 2 μm or less is used.
【0021】このような微粒子セメントもまた、モル比
が2.8以上の水ガラスに溶解して溶液型注入材と同様の
浸透性を呈する地盤注入用薬液となる。Such a fine particle cement is also dissolved in water glass having a molar ratio of 2.8 or more to be a ground injection chemical having the same permeability as a solution type injection material.
【0022】前記微粒子セメントは工業的には微粒子セ
メント製造の際に超微粒子セメントとして得られる。こ
の使用量は地盤注入用薬液1m3当り15kgあるいはそれ
以上である。The fine particle cement is industrially obtained as an ultrafine particle cement during the production of the fine particle cement. The amount used is ground injection drug solution 1 m 3 per 15kg or more.
【0023】このような微粒子セメントは従来では水ガ
ラスの硬化剤として少量使用する場合には固結物の強度
が小さいために好ましいものとはされなかった。しかし
ながら、微粒子水酸化カルシウムと比較すると、微粒子
セメントは水ガラスの存在下でも溶ける量が少ないた
め、薬液の初期粘度は小さく、したがって、ゲルタイム
を長くすることが出来、また浸透性に優れているため薬
液を液状化防止に使用する場合には有効である。Conventionally, such a fine particle cement has not been considered preferable when used in a small amount as a hardening agent for water glass, because the strength of the consolidated matter is low. However, as compared with fine particle calcium hydroxide, fine particle cement dissolves less even in the presence of water glass, so the initial viscosity of the chemical is small, and therefore the gel time can be lengthened and the permeability is excellent. It is effective when a chemical solution is used for preventing liquefaction.
【0024】さらに、本発明にかかる系(B)では、反
応剤として上述の微粒子セメントに加えて、微粒子水酸
化カルシウムや微粒子スラグを併用することができ、こ
れらの併用により上述と同様、固結物は高強度を呈する
ようになる。Further, in the system (B) according to the present invention, in addition to the above-mentioned fine particle cement, a fine particle calcium hydroxide or a fine particle slag can be used in combination as a reactant. The object comes to exhibit high strength.
【0025】この場合の微粒子水酸化カルシウムの粒径
は上述(A)の系に用いられる微粒子水酸化カルシウム
のような粒径の特定を必要としないが、好ましくは平均
粒径4ミクロン以下の微粒子水酸化カルシウムである。In this case, the particle size of the fine particle calcium hydroxide does not need to be specified as in the case of the fine particle calcium hydroxide used in the system (A), but it is preferable that the fine particles have an average particle size of 4 μm or less. It is calcium hydroxide.
【0026】微粒子スラグの粒径もまた、上述と同様、
微粒子であれば特別に特定されないが、好ましくは平均
粒径4ミクロンである。本発明の系(B)ではこの微粒
子スラグの併用ににより、上述と同様、微粒子セメント
や微粒子水酸化カルシウムとともに硬化して高強度の固
結物を得る。本発明においては微粒子粉末を使用するた
め、分散剤(流動化剤)を添加した方がよい。The particle size of the fine particle slag is also the same as described above.
Although it is not particularly specified as long as it is a fine particle, the average particle diameter is preferably 4 microns. In the system (B) of the present invention, by using the fine particle slag together with the fine particle cement or the fine particle calcium hydroxide, as described above, a high-strength solidified product is obtained. In the present invention, since a fine particle powder is used, it is better to add a dispersant (fluidizing agent).
【0027】上述のようにして得られた本発明にかかる
薬液(A)および(B)は地盤への注入に際して、いか
なる注入方式も採用できるが、注入対象地盤の土粒子径
が中砂、粗砂のように大きくなるにしたがって、浸透性
の許す範囲でセメントやスラグと併用し、固結物の強度
を一層上げることもできる。When the chemicals (A) and (B) according to the present invention obtained as described above are injected into the ground, any injection method can be adopted. As it grows like sand, it can be used together with cement or slag as far as the permeability allows, to further increase the strength of the consolidated matter.
【0028】以上のとおり、本発明薬液は、モル比2.8
以上の水ガラスと、この反応剤としての特定の粒径の微
粒子水酸化カルシウム、あるいは微粒子セメントとから
なり、これにより反応剤の使用量が少量で済み、かつそ
のほとんどが水ガラス水溶液に溶解して溶液型注入材と
同様の浸透性を呈するものである。As described above, the drug solution of the present invention has a molar ratio of 2.8.
It consists of the above-mentioned water glass and fine particle calcium hydroxide or fine particle cement of a specific particle size as the reactant, so that a small amount of the reactant is required, and most of the reactant is dissolved in the aqueous solution of water glass. And exhibit the same permeability as the solution type injection material.
【0029】さらに、上述薬液に微粒子スラグを併用す
ると、上述微粒子水酸化カルシウムや微粒子セメントの
アルカリが微粒子スラグの潜在水硬性を有効に刺激して
大きな強度の固結物を得る。Further, when the fine particle slag is used in combination with the above-mentioned chemical solution, the fine particle calcium hydroxide and the alkali of the fine particle cement effectively stimulate the latent hydraulic property of the fine particle slag to obtain a solidified substance having a large strength.
【0030】[0030]
【発明の実施例】以下、本発明を実施例を用いて具体的
に詳述する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to embodiments.
【0031】実験に用いた水酸化カルシウムおよびセメ
ントは、粒子径の異なる試料1(No. 1)、試料2(N
o. 2)、試料3(No. 3)の3種類、微粒子セメント
A(No. 4)、微粒子セメントB(No. 5)の2種類を
用いた。各試料の物性は表1のとおりである。また、水
ガラスはJIS3号品を用いた。微粒子スラグとしては
表1に示す組成および粉砕度のものを用いた。Calcium hydroxide and cement used in the experiment were sample 1 (No. 1) and sample 2 (N
o. 2), three types of sample 3 (No. 3), two types of fine particle cement A (No. 4) and fine particle cement B (No. 5) were used. Table 1 shows the physical properties of each sample. The water glass used was JIS No. 3 product. Fine particle slag having the composition and the degree of pulverization shown in Table 1 was used.
【0032】[0032]
【表1】 [Table 1]
【0033】実施例1〜12および比較例1〜4 水ガラスをA液とし、表1の微粒子水酸化カルシウム、
微粒子セメントをB液として各種の地盤注入用薬液を調
製した。得られた地盤注入用薬液についてゲルタイム、
固結強度、浸透状況を測定し、その結果を表2に示し
た。Examples 1 to 12 and Comparative Examples 1 to 4 Water glass was used as solution A, and fine particles of calcium hydroxide shown in Table 1 were prepared.
Various ground injection chemicals were prepared using the fine particle cement as the liquid B. Gel time for the obtained ground injection chemical solution,
The consolidation strength and the state of penetration were measured, and the results are shown in Table 2.
【0034】薬液の固結強度は5φ×24cmのアクリル
モードに豊浦標準砂を相対密度90%となるように充填
し、水飽和後、注入圧1kgf/cm2 で薬液を注入し、1日
後脱型、密封養生し、28日強度を測定した。The solidification strength of the chemical is filled in an acrylic mode of 5φ × 24 cm with Toyoura standard sand so as to have a relative density of 90%, and after saturation with water, the chemical is injected at an injection pressure of 1 kgf / cm 2 and removed one day later. The mold was sealed and cured, and the strength was measured for 28 days.
【0035】浸透状況は5φ×100cmのアクリルモー
ドに豊浦標準砂を相対密度60%となるように充填し、
水飽和後薬液を注入圧2kgf/cm2 で注入し、浸透距離が
40cm以上の場合を良好とし、その他を不良とした。The infiltration condition is as follows. Fill the acrylic mode of 5φ × 100 cm with Toyoura standard sand so that the relative density becomes 60%.
After water saturation, the drug solution was injected at an injection pressure of 2 kgf / cm 2 , the case where the permeation distance was 40 cm or more was regarded as good, and the others were regarded as poor.
【0036】ゲルタイムはカップ倒立法で行い、不溶解
粒子が器壁に沈降付着しない程度に移液を行なった。液
温は20℃とした。なお、ゲルタイムが1分長いと上記
浸透状況をみる試験において、薬液が低粘度の場合浸透
距離は40cm以上長くなるのであり、ゲルタイムの短い
配合でゲルタイムが1分延びるということは大きな効果
である。The gel time was determined by the inverted cup method, and the liquid was transferred to such an extent that the insoluble particles did not settle and adhere to the vessel wall. The liquid temperature was 20 ° C. In addition, in the test for observing the permeation state when the gel time is longer by 1 minute, the permeation distance becomes longer by 40 cm or more when the drug solution has a low viscosity, and it is a great effect that the gel time is extended by 1 minute with a short gel time.
【0037】[0037]
【表2】 [Table 2]
【0038】実施例3の微粒子水酸化カルシウムに代え
て、試料3から粒径0.5ミクロン以下を8%にしたもの
を使用したところ、ゲルタイムは11分となった。In place of the finely divided calcium hydroxide of Example 3, a sample 3 having a particle size of 0.5 μm or less and 8% was used, and the gel time was 11 minutes.
【0039】実施例13、14および比較例5〜7 上記実施例および比較例のいくつかの配合について、
A、B液混合時の粘度を測定した。ただしB液には上記
配合に加えて流動化剤(MCヘルパー:小野田セメント
(株)製)を0.2g添加した。A、B液をミキサーで1
0秒間混合攪拌し、直ちにB型粘度計で粘度を測定し
た。液温は20℃とした。その結果を表3に示す。な
お、通常溶液型薬液のゲルタイムは粘度が100cps に
到達するまでの時間で表す場合があるので、粘度計によ
るゲルタイムとして表示する。Examples 13 and 14 and Comparative Examples 5 to 7 For some of the formulations of the above Examples and Comparative Examples,
The viscosity at the time of mixing the liquids A and B was measured. However, in addition to the above composition, 0.2 g of a fluidizing agent (MC helper: manufactured by Onoda Cement Co., Ltd.) was added to Liquid B. Mix liquids A and B with a mixer
After mixing and stirring for 0 seconds, the viscosity was immediately measured with a B-type viscometer. The liquid temperature was 20 ° C. Table 3 shows the results. The gel time of a solution-type drug solution is usually expressed as the time until the viscosity reaches 100 cps.
【0040】[0040]
【表3】 [Table 3]
【0041】[0041]
【発明の効果】以上のとおり、この発明によれば、特定
の水ガラスの存在のもとに、反応剤として使用した微粒
子の水酸化カルシウムあるいは微粒子セメントの大部分
を溶解させるため、従来の無機系溶液型薬液に比べ、止
水性、施工性および固結強度等において非常に優れた性
質を有する浸透性薬液が得られる。特に反応剤が少なく
ても確実に硬化すること、ゲルタイムを長くしても確実
にゲル化すること、ホモゲルからの離漿水が極めて少な
く体積収縮が少ないこと等の特徴を有しており、大きな
強度を必要としない液状化防止用の薬液としては特に有
効である。As described above, according to the present invention, in the presence of a specific water glass, most of the fine particle calcium hydroxide or fine particle cement used as the reactant is dissolved, and the conventional inorganic glass is dissolved. As compared with the system solution type chemical solution, a permeable chemical solution having extremely excellent properties such as water stopping property, workability, and consolidation strength can be obtained. In particular, it has the features of being surely hardened even with a small amount of reactants, being surely gelled even if the gel time is lengthened, and having very little syneresis water from the homogel and little volume shrinkage. It is particularly effective as a liquid for preventing liquefaction that does not require strength.
フロントページの続き (51)Int.Cl.7 識別記号 FI // C09K 103:00 (58)調査した分野(Int.Cl.7,DB名) C09K 17/12 C09K 17/02 C09K 17/08 C09K 17/10 E02D 3/12 101 Continuation of the front page (51) Int.Cl. 7 identification code FI // C09K 103: 00 (58) Field surveyed (Int.Cl. 7 , DB name) C09K 17/12 C09K 17/02 C09K 17/08 C09K 17/10 E02D 3/12 101
Claims (8)
する地盤注入用薬液において、前記水ガラスがモル比
(SiO2 /Na2 O)2.8以上のものであり、前記反
応剤が微粒子水酸化カルシウムであって、以下の要件
(1)〜(3)を具備してなる地盤注入用薬液。 (1)平均粒径が2ミクロン以下であって、0.5ミクロ
ン以下が10重量%以下 である。 (2)粒径2.5ミクロン以下を80重量%以上含有す
る。 (3)粒径3.5ミクロン以上が10重量%以下である。 1. A chemical liquid for ground injection containing water glass and a reactant as main components, wherein the water glass has a molar ratio (SiO 2 / Na 2 O) of 2.8 or more, and Is a fine particle calcium hydroxide, and has the following requirements (1) to (3). (1) What average particle diameter der than 2 microns, 0.5 micro
Not more than 10% by weight . (2) 80% by weight or more containing 2.5 microns or less in particle size . (3) A particle size of 3.5 microns or more is 10% by weight or less .
応剤としてさらに微粒子セメントを含有してなる請求項
1に記載の地盤注入用薬液。2. The ground injection chemical solution according to claim 1, wherein the ground injection chemical solution further comprises fine particle cement as a reactant.
する地盤注入用薬液において、前記水ガラスがモル比
(SiO2 /Na2 O)2.8以上のものであり、前記反
応剤が平均粒径2ミクロン以下で、0.5ミクロン以下が
10重量%以下の微粒子セメントであることを特徴とす
る地盤注入用薬液。3. A chemical liquid for ground injection containing water glass and a reactant as main materials, wherein the water glass has a molar ratio (SiO 2 / Na 2 O) of 2.8 or more, and Has an average particle size of 2 microns or less and 0.5 microns or less
A chemical solution for injecting into the ground, which is a fine particle cement of 10% by weight or less .
応剤としてさらに微粒子水酸化カルシウムを含有してな
る請求項3に記載の地盤注入用薬液。4. The ground injection chemical according to claim 3, further comprising fine particle calcium hydroxide as a reactant.
応剤である微粒子水酸化カルシウムが平均粒径1.5ミク
ロン以下であって、かつ粒径0.5ミクロン以下が10重
量%以下である請求項1に記載の地盤注入用薬液。5. The method according to claim 1, wherein the fine particles of calcium hydroxide as a reactant have an average particle size of 1.5 μm or less and a particle size of 0.5 μm or less is 10% by weight or less. The chemical for ground injection according to claim 1.
いて、微粒子水酸化カルシウムと微粒子セメントの配合
比率が重量比で90〜5:10〜95である請求項2ま
たは4のいずれかに記載の地盤注入用薬液。6. The chemical liquid for injection into the ground according to claim 2 or 4, wherein the mixing ratio of the fine particle calcium hydroxide and the fine particle cement is 90 to 5:10 to 95 by weight. For ground injection.
いて、さらに微粒子スラグを含有してなる請求項1また
は3のいずれかに記載の地盤注入用薬液。7. The ground injection chemical liquid according to claim 1, further comprising fine particle slag in the ground injection chemical liquid according to claim 1 or 3.
粒子水酸化カルシウムの使用量が地盤注入用薬液1m3当
り、0.5〜40kgであって、かつ水ガラス1m3当り、2
〜100kgである請求項1に記載の地盤注入用薬液。8. The chemical liquid for ground injection according to claim 1, wherein the amount of the fine particle calcium hydroxide used is 0.5 to 40 kg per 1 m 3 of the chemical liquid for ground injection, and 2 to 2 kg per 1 m 3 of water glass.
The chemical | medical solution for ground injection of Claim 1 which is 100 kg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18170798A JP3025957B2 (en) | 1998-06-29 | 1998-06-29 | Chemical liquid for ground injection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18170798A JP3025957B2 (en) | 1998-06-29 | 1998-06-29 | Chemical liquid for ground injection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000008036A JP2000008036A (en) | 2000-01-11 |
| JP3025957B2 true JP3025957B2 (en) | 2000-03-27 |
Family
ID=16105461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18170798A Expired - Fee Related JP3025957B2 (en) | 1998-06-29 | 1998-06-29 | Chemical liquid for ground injection |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3025957B2 (en) |
-
1998
- 1998-06-29 JP JP18170798A patent/JP3025957B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000008036A (en) | 2000-01-11 |
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