JPWO2006051875A1 - Composition for ground improvement material, injection material using the same, and method of using the same - Google Patents

Abstract

A ground improvement material that can be widely used in ground improvement work, water stoppage work, etc., and has excellent permeability and durability, and to the ground using the ground improvement material composition An injection material having high permeability is provided. A ground improvement material composition comprising a blast furnace fume, preferably containing silica fume and further containing cement or calcium hydroxide, more preferably cement and an alkali thickening polymer emulsion. It is in the composition for ground improvement materials containing this. Furthermore, it exists in the usage method of the injection material containing this composition for ground improvement materials, and this composition for ground improvement materials.

Description

  The present invention relates to an effective utilization method of a blast furnace fume, a composition for ground improvement material widely used in ground improvement work and water stoppage work in the civil engineering and construction industry, a preparation method thereof, and an injection material using them.

In recent years, environmental problems have been greatly highlighted, and various attempts have been made to make effective use of industrial byproducts. Among them, blast furnace granulated slag, fly ash, or silica fume has already been used in many effective ways, for example, mixed with Portland cement and used in JIS. .
However, there are many industrial by-products for which effective usage has not yet been established, and establishment of the usage is strongly demanded for the establishment of a recycling society.
One of them is blast furnace fume.

  Blast furnace fume is a by-product generated in the manufacturing process of steel, and is dust that collects fumes generated from the blast furnace when pig iron is obtained. As an effective utilization method of a blast furnace fume, it has been proposed as an admixture used for a glass fiber reinforced cement composite (see Patent Document 1 and Patent Document 2). However, alkali metal is contained in the components of the blast furnace fume, and at present, it is difficult to use it for concrete due to concerns about alkali-aggregate reaction, and establishment of its utilization method has been desired.

On the other hand, ground improvement materials are widely used for ground improvement work, water stoppage work, and the like.
Ground improvement works include soft ground, curtain grout for reinforcement of foundations for large special structures such as dams and power plants, and ground by injection of chemicals during construction of underground structures such as tunnels, oil and LPG storage bases, etc. It is an improvement work. Water stoppage works to prevent the spring water generated during excavation work of underground structures below the groundwater level, under the seabed, and in the aquifer ground by injecting injection material, and to increase the water tightness of the ground. For this purpose, ground improvement materials are injected. In addition to these, there are ground improvement of ordinary houses and condominiums in poorly drained ground and liquefied ground, and ground collapse prevention work in infrastructure development such as water supply and sewerage.
The ground improvement material is widely used in these constructions, and means a material used for the purpose of strengthening the ground by consolidation of the ground or consolidation dehydration.

Next, the above ground improvement material and the construction using the same will be described with specific examples.
For example, in tunnel lining, a cavity may occur on the back of the lining concrete during or after construction. If this cavity is left as it is, the ground surface will sink as the ground collapses into the cavity. When ground collapse is severe, deformation and destruction of lining concrete, especially tunnel collapse, deterioration of lining concrete due to inflow of groundwater into the cavity, and accompanying lanes of degraded concrete fragments There were problems such as falling to the road and freezing of the lane in winter due to water leakage from the crack.

  In recent years, tunnel repair works, where the number of construction works has been increasing, include a backfill injection method that fills the cavity behind the lining concrete with an injection material to stabilize the tunnel. The injecting material used here is called a backfilling material, and conventionally, cement-bentonite has been generally used. However, there is a problem that the fluidity is too large and the backfilling material unnecessarily flows far away, and if there is spring water, the backfilling material flows out or is diluted to deteriorate the physical properties.

  Therefore, a method of increasing the viscosity by adding a superabsorbent resin to the main material of cement and bentonite and a method of promoting hardening by adding water glass have been proposed (see Patent Documents 3 and 4). ).

  However, both methods require time until the viscosity increases, and the method of adding a superabsorbent resin is expensive. In addition, when the mixture is first introduced into the injection material and kneaded, the viscosity of the main material increases, so that the pumping distance has to be shortened and the injection location is limited.

  On the other hand, in the method of adding water glass, since the pH of the water glass is strong alkali with a pH of 13 or more, the work is considerably limited, the elution water from the cured body has an impact on the environment, and the long-term strength of the cured body There were problems such as lowering.

  Recently, as a method of solving the problems of backfill materials, plastics are instantly plasticized by adding polymers as plasticizers to the main materials of cement-bentonite and cement-coal ash (fly ash). The thing which improved the inseparability and safety | security is proposed (refer patent document 3, patent document 5, and patent document 6).

  On the other hand, in order to obtain ground reinforcement and a water stop effect, an injection material using cement is used (see Patent Document 7). However, when the geology is fine sand, silt, or clay, there are problems such as low permeability to the ground and difficulty in pouring.

Japanese Patent Laid-Open No. 2002-47037 JP 2004-67477 A JP-A-10-237446 Japanese Patent Laid-Open No. 11-61123 JP-A-10-238289 JP 2000-280231 A Japanese Patent Application Laid-Open No. 2004-149585

  The present invention is a ground improvement material that can be widely used in ground improvement work, water stoppage work, etc., and uses a blast furnace fume for which no effective utilization method has been found. (1) Improves permeability and durability. Excellent composition for ground improvement materials, (2) Excellent long-distance pumpability compared to injection materials using bentonite and high water-absorbent resin, and thickens quickly after addition of plasticizer, such as backfilling materials The gap filler does not flow unnecessarily far away, and even if there is spring water, the gap filler does not flow out, or it is diluted and the physical properties are not degraded. An object of the present invention is to provide a composition for a ground improvement material which does not become a strong alkali, and (3) an injection material having a high permeability to the ground, which uses the composition for a ground improvement material.

As a result of intensive studies, the present inventor has found that a novel ground improvement material composition containing a blast furnace fume can achieve the above-mentioned problems satisfactorily and has completed the present invention. In the present specification, “parts” and “%” are based on mass unless otherwise specified.
That is, the present invention has the following gist.
(1) A composition for ground improvement material, comprising a blast furnace fume.
(2) The composition for ground improvement material according to (1), further comprising silica fume.
(3) The composition for ground improvement material according to (1) or (2) above, comprising cement or calcium hydroxide having a maximum particle size of 40 μm.
(4) The composition for ground improvement material according to (1) above, comprising cement and an alkali thickening polymer emulsion.
(5) The composition for ground improvement material as described in said (4) whose blast furnace fume is 30-500 parts with respect to 100 parts of cement.
(6) The ground improvement material composition according to (4) or (5), wherein the alkali-thickening polymer emulsion is a polymer emulsion obtained by copolymerization of an unsaturated carboxylic acid and an ethylenically unsaturated compound.
(7) The composition for ground improvement material according to any one of (1) to (6), further comprising a curing accelerator.
(8) The composition for ground improvement material according to any one of (1) to (7), wherein the curing accelerator contains an aluminate and / or a sulfate.
(9) The ground improvement material composition (10) according to any one of (1) to (8), wherein the blast furnace fume has a maximum particle size of 30 μm, and the blast furnace fume has a SiO ₂ content of 20 to 30%, The composition for ground improvement material according to any one of the above (1) to (9), wherein Al ₂ O ₃ is 10 to 15% and CaO is 15 to 25%.
(11) An injection material comprising the composition for ground improvement material according to any one of (1) to (10) above.
(12) Calcium aluminate or calcium aluminosilicate with respect to 100 parts of blast furnace fume according to (11) above, comprising calcium aluminate or calcium aluminosilicate, gypsum, and an alkali stimulant 1 The injection material according to the above (11) or (12), which comprises ˜15 parts, 1 to 50 parts of gypsum, and 1 to 50 parts of the alkali stimulating material.
(14) The injection material according to any one of (11) to (13), wherein the maximum particle size is 20 μm or less.
(15) Liquid A containing cement, blast furnace fume, and water, and liquid B containing an alkali-thickened polymer emulsion and water are prepared in advance, and liquids A and B are prepared immediately before use. The usage method of the composition for ground improvement materials of any one of said (4)-(10) to mix.
(16) Liquid A containing cement, blast furnace fume, and water, and liquid B containing a curing accelerator, an alkali-thickening polymer emulsion, and water are prepared in advance, and liquid A immediately before use. The use method of the composition for ground improvement materials of any one of said (4)-(10) which mixes B and B liquid.
(17) A liquid containing cement, blast furnace fume and water, B liquid containing a curing accelerator and water, and C liquid containing an alkali thickening polymer emulsion and water. The method for using the composition for ground improvement material according to any one of (4) to (10), wherein the preparation is prepared in advance, and the liquid A, liquid B and liquid C are mixed immediately before use.

The composition for ground improvement material containing blast furnace fume and the injection material using the same according to the present invention are excellent in permeability and durability, and can be widely used for ground improvement work, water stop work, etc. In addition, since it has a characteristic that it shows a sudden increase in viscosity, is excellent in strength development, has inseparability in water, and has a pH value lower than that in the case of using water glass, It serves as a backfilling material for the void portion, a filler for the shield segment, and a quick setting injection material in a double-pipe single-phase or double-phase injection method.
Furthermore, the composition for ground improvement material and the injection material using the same according to the present invention rapidly increase the viscosity of cement milk, cement mortar, or concrete, such as a sealing material or a primary injection material in a double pipe double packer method. It is effective for applications that need to be raised. Furthermore, since it has excellent permeability to the ground, high injectability, and excellent strength development, it is possible to inject into the ground of geology that has been difficult to apply conventionally.

The blast furnace fume used in the present invention is a by-product generated in the steel industry, and is dust collected from fumes generated from the blast furnace when pig iron is obtained. In the present invention, the blast furnace fume preferably has 20 to 30% of SiO ₂ , 10 to 15% of Al ₂ O ₃ and 15 to 25% of CaO as components. As other components, Fe ₂ O ₃ is 1 to 5%, MgO is 3 to 9%, Na ₂ O is 0.5 to 2%, K ₂ O is 5 to 12%, and SO ₃ is 5 to 12%. , S is preferably 0.5% or less, and MnO is preferably 0.1 to 0.5%. The blast furnace fume preferably has a maximum particle size of 30 μm and an average particle size of 3 to 5 μm. The fineness of the blast furnace fume preferably has a Blaine specific surface area value (hereinafter referred to as a Blaine value) in the range of 15,000 to 25,000 cm ² / g. The blast furnace fume may be used as it is, or may be further pulverized and classified to be used as a fine powder.

  The cement used in the present invention is not particularly limited, but preferred specific examples include various portland cements such as normal, early strength, super early strength, low heat, and moderate heat, and these portland cements include blast furnaces. Various mixed cements mixed with slag, fly ash, or silica, filler cement mixed with limestone powder or blast furnace slow-cooled slag fine powder, waste-use type cement, so-called eco-cement, and the like. One or more of these can be used in combination. The cement concrete as used in the present invention is a generic term for cement milk, mortar, or concrete.

In the composition for ground improvement material of this invention, it is preferable to contain a silica fume as a component other than a blast furnace fume from the surface which improves the permeability to the ground. Of these, the use of acidic silica fume is preferred. It is also preferable to contain acidic silica fume and ordinary silica fume.
Here, acidic silica fume indicates acidity in which the pH of the supernatant liquid is 5 or less when 1 g of silica fume is put in 100 cc of pure and stirred.
Although the fineness of silica fume is not particularly limited, it is usually preferably about 2 to 200,000 m ² / g in terms of BET specific surface area.

Moreover, it is preferable that the composition for ground improvement materials of this invention uses a cement or a calcium oxide fine powder together as components other than a blast furnace fume in order to further improve durability. Durability can be evaluated by confirming water that exudes from the cured body improved by the ground improvement material, so-called “separation water”.
The above-mentioned composition for ground improvement material of the present invention is more widely used than conventional groundwater improvement materials and ground improvement materials mainly composed of blast furnace slag fine powder. There are few features and excellent durability.

  The cement or calcium hydroxide (hereinafter referred to as “cements”) preferably has a maximum particle size of 40 μm and does not substantially contain particles exceeding 40 μm. Specifically, it is a cement having a content ratio of particles exceeding 40 μm of 1% or less, and the maximum particle size is more preferably 30 μm. Further, the average particle size is preferably 10 μm or less, and more preferably 5 μm or less. If the maximum particle size of the cement exceeds 40 μm, the permeability may deteriorate. In the present invention, the average particle diameter is measured by a laser diffraction particle size distribution measuring device.

  The calcium hydroxide is not particularly limited, but can be obtained by hydrating quick lime, and commercially available products can be used.

  Furthermore, these cements may be pulverized by a pulverization operation, or a fine powder portion can be obtained by a classification operation.

The blending ratio of each material in the above ground improvement material composition of the present invention is not particularly limited, but silica fume is preferably 10 to 90 parts, and preferably 20 to 80 parts, out of a total of 100 parts of blast furnace fume and silica fume. More preferred. If the silica fume is less than 10 parts, there may be a case where the effect of improving the permeability cannot be fully expected. Conversely, if the silica fume exceeds 90 parts, the strength development becomes insufficient or the separating water tends to become apparent.
Further, in 100 parts in total of the blast furnace fume and the cement, the cement is preferably 1 to 50 parts, more preferably 3 to 30 parts. If the blending ratio of cement is less than 1 part, the effect of improving the initial strength development may not be expected, and if it exceeds 50 parts, the permeability tends to deteriorate.

  When using the said ground improvement material composition of this invention, 50-500 parts are preferable with respect to 100 parts of compositions for ground improvement materials, and 100-300 parts are more preferable. If it is less than 50 parts, the permeability may not be sufficient, and if it exceeds 500 parts, it may be difficult to ensure durability.

  Moreover, when the composition for ground improvement material of this invention contains a blast furnace fume, cement, and an alkali thickening type polymer emulsion, since the usage-amount of the blast furnace fume to be used changes with the quality of a blast furnace fume, it is uniquely. Although it cannot be specified, generally 30 to 500 parts are preferable and 50 to 300 parts are more preferable with respect to 100 parts of cement. If the amount is less than 30 parts, the viscosity may not increase, the fluidity may increase, or the inseparability in water may decrease. If the amount exceeds 500 parts, the viscosity becomes too high, and the ground improvement material composition is kneaded. Mixing may be difficult.

  The alkali thickening polymer emulsion (hereinafter referred to as the present emulsion) used in the ground improvement material composition of the present invention refers to a polymer emulsion thickened by alkali.

Examples of the emulsion include various unsaturated carboxylic acids, ethylenically unsaturated compounds, copolymers of unsaturated carboxylic acids and ethylenically unsaturated compounds, and the like. A polymer emulsion obtained by copolymerization of an unsaturated carboxylic acid and an ethylenically unsaturated compound is preferable in terms of exhibiting a more excellent effect.
Examples of the polymerization method of the unsaturated carboxylic acid and the ethylenically unsaturated compound include a method of copolymerization by a method such as emulsion polymerization, suspension polymerization, solution polymerization, or bulk polymerization.

  Examples of the unsaturated carboxylic acids include unsaturated carboxylic acids such as acrylic acid, methacrylic acid, itaconic acid, maleic acid, fumaric acid, citraconic acid, aconitic acid, and crotonic acid; unsaturated carboxylic acids such as maleic anhydride and citraconic anhydride Acid anhydrides; unsaturated carboxylic acid esters such as monomethyl itaconate, monobutyl itaconate, and monoethyl maleate. Among these, unsaturated carboxylic acid is preferable in terms of more excellent viscosity, and acrylic acid and / or methacrylic acid is more preferable.

  Although it does not specifically limit as said ethylenically unsaturated compound, An acrylic ester monomer and / or a methacrylic ester monomer are preferable at the surface which is more excellent in a viscosity. Examples of the acrylic ester include methyl acrylate, ethyl acrylate, butyl acrylate, hexyl acrylate, cyclohexyl acrylate, octyl acrylate, hydroxyethyl acrylate, 2-ethylhexyl acrylate, and glycidyl acrylate. Examples of the methacrylic acid ester include methyl methacrylate, ethyl methacrylate, butyl methacrylate, hydroxyethyl methacrylate, and glycidyl methacrylate.

  The copolymerization ratio of the unsaturated carboxylic acid and the ethylenically unsaturated compound in the emulsion is preferably unsaturated carboxylic acid: ethylenically unsaturated compound = 20: 1 to 1:20 in terms of more excellent viscosity. 1-1: 5 is more preferable. Outside this range, good alkali thickening may not be obtained.

  The amount of the emulsion used is preferably 0.1 to 2 parts, more preferably 0.2 to 1 part in terms of solid content with respect to 100 parts of cement. If it is less than 0.1 part, the thickening effect is reduced, the fluidity is increased, and the inseparability in water may be reduced. If it exceeds 2 parts, the initial strength development may be reduced.

The composition composition for ground improvement material of this invention can use a hardening accelerator further. When curing of the ground improvement material composition is delayed, bleeding (floating water), which is a kind of material separation, occurs, and voids are generated after curing, resulting in structural defects.
The hardening accelerator used by this invention accelerates | stimulates hardening of the composition for ground improvement materials, reduces bleeding, suppresses the production | generation of a space | gap, and contributes to strength expression.

  Examples of curing accelerators include sulfates such as lithium sulfate, sodium sulfate, potassium sulfate, magnesium sulfate, calcium sulfate, aluminum sulfate, potassium alum and iron sulfate; carbonates such as lithium carbonate, sodium carbonate and potassium carbonate; lithium hydroxide , Hydroxides such as sodium hydroxide, magnesium hydroxide, aluminum hydroxide, potassium hydroxide, calcium hydroxide; chlorides such as calcium chloride, magnesium chloride, iron chloride; lithium aluminate, sodium aluminate, potassium aluminate Aluminates such as calcium aluminate; silicates such as lithium silicate, sodium silicate and potassium silicate; amines such as diethanolamine and triethanolamine; calcium salts of organic acids such as calcium formate and calcium acetate; Silazo Such as colloid, such as alumina sol and the like. One or two or more of these may be used in combination. Among these, aluminate and / or sulfate are preferable in terms of excellent curing acceleration and strength development, and a combination of aluminate and sulfate is more preferable.

Among the aluminates, calcium aluminate (hereinafter also referred to as CA) is preferable in terms of curing acceleration and strength development. CA is a generic term for compounds mainly composed of CaO and Al ₂ O _3. For example, CA is mixed with a raw material containing calcia and a raw material containing alumina, and then calcined in a kiln or in an electric furnace. This is a general term for compounds mainly composed of CaO and Al ₂ O ₃ obtained by heat treatment such as melting. Specific _{examples, CaO · 2Al 2 O 3,} CaO · Al 2 O 3, 12CaO · 7Al 2 O 3, 11CaO · 7Al 2 O 3 · CaF 2, 3CaO · Al 2 O 3, and 3CaO · _3Al 2 _{O 3} -Crystalline calcium aluminates represented by CaSO ₄ or the like, and amorphous compounds mainly composed of CaO and Al ₂ O ₃ are included. Among these, an amorphous 12CaO · 7Al ₂ O ₃ composition is more preferable in terms of strength development.
Fineness of calcium aluminate is preferably 3,000 cm ² / g or more in Blaine value, 5,000 cm ² / g or more is more preferable. If it is less than 3,000 cm ² / g, the initial strength development may be small.

Among the sulfates, calcium sulfate and / or aluminum sulfate are preferable in terms of curing acceleration and strength development. Examples of calcium sulfate include anhydrous gypsum, hemihydrate gypsum, and dihydrate gypsum. Among these, anhydrous gypsum is preferable in terms of curing acceleration and strength development.
Fineness of sulfate is preferably 3,000 cm ² / g or more in Blaine specific surface area, 5,000 cm ² / g or more is more preferable. If it is less than 3,000 cm ² / g, strength development may be small.

  When an aluminate and a sulfate are used in combination as a curing accelerator, the amount of sulfate used is preferably 20 to 500 parts, more preferably 50 to 150 parts, relative to 100 parts of the aluminate. If it is less than 20 parts, the initial strength development may be small, and if it exceeds 500 parts, the fluidity increases, the inseparability in water decreases, and the long-term strength development may decrease.

  Since the amount of the curing accelerator used varies depending on the type, it cannot be uniquely defined, but in general, 1 to 30 parts is preferable and 2 to 20 parts is more preferable with respect to 100 parts of cement. If the amount is less than 1 part, the fluidity increases, the inseparability in water decreases, and the strength developability may decrease. If the amount exceeds 30 parts, the viscosity increases and the pumping distance may decrease.

  It is also possible to use an aggregate such as sand and gravel, a water reducing agent, a defrosting agent, and the like in combination with the ground improvement material composition containing the cement of the present invention.

  The amount of water mixed with the cement in the present invention is not particularly limited, but is preferably 100 to 300 parts, more preferably 150 to 200 parts, with respect to 100 parts of cement. If it is less than 100 parts, it may be difficult to knead the composition for ground improvement material containing cement, and if it exceeds 300 parts, the fluidity may increase and the inseparability in water may decrease.

  When the composition for ground improvement material of the present invention contains blast furnace fume, cement, and the present emulsion, the method of use is not particularly limited, but blast furnace fume, cement, and water are mixed. The use method in which the liquid A and the liquid B containing the emulsion and water are mixed immediately before use is a preferable method because the viscosity can be rapidly increased. In addition, mixing this emulsion with water in advance to form a solution or suspension is preferable from the standpoint of increasing the viscosity and improving the viscosity.

The emulsion is preferably used by mixing with water. The amount of water used in that case is not particularly limited, but it is preferably diluted with 5 to 20 times the solid content of the emulsion, and when using a curing accelerator, it is 1 to 3 times. It is preferred to dilute. If the amount of water is less than this, the viscosity may increase and the mixing property may deteriorate, and if the amount of water increases, the dilution effect of the diluted water increases and the inseparability in water may deteriorate.
The remaining water is mixed with cement and blast furnace fume, and the liquid A of the cement-blast furnace fume liquid and the liquid B of the emulsion are separately pumped and used while being mixed and mixed at the nozzle tip. In particular, it is more preferable to use the cement-blast furnace fume liquid A, the emulsion B and the emulsion B, which have been mixed twice, and separately pumped, and combined and mixed at the nozzle tip. .

As a method of the above merging and mixing, a method using a mixing tube such as a Y-shaped tube, a method using a double tube, and the B liquid of this emulsion liquid are merged into a cement-blast furnace fume A liquid in a shower form. For example, a method of using an inlet piece for mixing.
Moreover, in order to mix more uniformly, the method of setting a spiral mixer in the pipe | tube after merging mixing, and also mixing is mentioned.

  When the composition for ground improvement material of the present invention contains a blast furnace fume, cement, the present emulsion, and a hardening accelerator, its use method is not particularly limited as described above, A liquid obtained by mixing cement and water, a liquid containing a hardening accelerator and water (hereinafter referred to as a hardening accelerator liquid), a liquid containing the emulsion and water (hereinafter referred to as the present liquid). B liquid formed by mixing B liquid obtained by mixing with emulsion liquid) immediately before use, or B liquid formed by mixing blast furnace fume, cement, and water, and curing accelerator liquid And the method of mixing the C liquid comprising the emulsion liquid immediately before use is a preferable method because the viscosity can be rapidly increased.

  Mixing the emulsion and the curing accelerator with water in advance to form a solution or suspension is preferable from the viewpoint of increasing the viscosity and improving the viscosity. The amount of water used in that case is not particularly limited, but in the case of this emulsion, it is preferable to dilute with 5 to 20 times the solid content of this emulsion, and in the case of a curing accelerator, It is preferable to dilute with 1 to 3 times the water. When the amount of water is less than this, the viscosity may be increased and the mixing property may be reduced, and when the amount of water is increased, the fluidity may be increased and the inseparability in water may be reduced.

  In the present invention, A liquid formed by mixing blast furnace fume, cement, and water and B liquid formed by mixing the curing accelerator liquid and the emulsion liquid are separately pumped and merged and mixed at the nozzle tip. It is also possible to use it. In particular, three types of liquids, A liquid made by mixing blast furnace fume, cement, and water, B liquid made from hardening accelerator liquid, and C liquid made from this emulsion liquid, are separately pumped and mixed at the nozzle tip. It is more preferable to use them.

Moreover, since a hardening accelerator may harden | cure within 1 hour after mixing with water, it is preferable to use a retarder together. Examples of the retarder include oxycarboxylic acids such as citric acid, tartaric acid, gluconic acid, and malic acid, or their sodium salts and potassium salts, boric acid, tripolyphosphate, pyrophosphate, and the like. Or it is possible to use 2 or more types together. Among these, oxycarboxylic acid and / or oxycarboxylate are preferable, and citric acid and / or sodium citrate are more preferable in terms of a large delay effect.
The amount of retarder used is preferably 0.01 to 10 parts, more preferably 0.05 to 5 parts, per 100 parts of cement. If it is less than 0.01 part, the delay effect may be small, and if it exceeds 10 parts, strength development may be small.

As the method of merging and mixing, a method of using a mixing tube such as a Y-shaped tube, a method of using a triple tube, and an inlet piece, a curing accelerator liquid B and a liquid C of this emulsion And the like, in a shower form, and a method in which the mixture is mixed into a liquid A obtained by mixing cement, blast furnace fume, and water.
Moreover, in order to mix more uniformly, the method of setting a spiral mixer in the pipe | tube after merging mixing, and also mixing is mentioned.

  The blast furnace fume used for the injection material using the composition for ground improvement material according to the present invention may be used as it is in the production process of steel, dust collected from fumes generated from the blast furnace when obtaining pig iron. It is also possible to pulverize and classify and use it after pulverizing. In the present invention, it is preferable to classify and use so that the maximum particle diameter is 20 μm or less so that high permeability to the ground can be obtained.

In the injection material using the ground improvement material composition containing the blast furnace fume, calcium aluminate or calcium aluminosilicate, gypsum, and the alkali stimulating material of the present invention, calcium aluminosilicate (hereinafter referred to as CAS) is used. It contains CaO, Al ₂ O ₃ , and SiO ₂ , and contributes mainly to the expression of short-term strength by the combined use with gypsum.
The composition of CAS is preferably 20 to 60% for CaO, 20 to 70% for Al ₂ O ₃ , and 5 to 30% for SiO _2, 30 to 55% for CaO, and Al ₂ O. _{3 A} content of 30 to 60% and a SiO ₂ content of 10 to 20% are more preferable. Outside this range, the short-term strength may be small.

  CAS, after blending calcia raw materials such as limestone, alumina raw materials such as alumina, bauxite, feldspar, and clay, and silica raw materials such as quartzite, quartz sand, quartz, and diatomaceous earth in a predetermined ratio, Manufactured by firing in a rotary kiln or the like or melting in an electric furnace or high-frequency furnace.

As CAS, crystalline compounds such as 2CaO · Al ₂ O ₃ · SiO ₂ and CaO · Al ₂ O ₃ · 2SiO ₂ can be used, but the melt is rapidly cooled in terms of high short-term strength. The glassy thing obtained by these is preferable.
The vitrification rate of CAS is as follows: CAS is heated at 1,000 ° C. for 2 hours, then slowly cooled at a cooling rate of 5 ° C./min, and the area S ₀ of the main peak of the crystalline mineral is determined by powder X-ray diffraction method. X (%) = 100 × (1−S / S ₀ ). From the viewpoint of short-term strength, 50% or more is preferable, 80% or more is more preferable, and 90% or more is more preferable. If it is less than 50%, the short-term strength may be small.

  The amount of CAS used is preferably 1-50 parts, more preferably 5-30 parts, per 100 parts of blast furnace fume. If the amount is less than 1 part, the short-term strength is small, and if it exceeds 50 parts, the viscosity when the injection material is made into a suspension increases, and the permeability to the ground may decrease.

Further, the calcium aluminate used in the above-mentioned injection material of the present invention mainly contributes to strength development by the combined use with gypsum. As a specific example, any of those exemplified above can be used as the CA contained in the composition composition for ground improvement material. Among these, it is preferable to select an amorphous material having a CaO / Al ₂ O ₃ molar ratio of 1 to ₂ from the viewpoint of curing time and strength development of the injection material.

The vitrification rate of CA is obtained as X (%) = 100 × (1−S / S ₀ ), just as in the case of CAS described above. However, S and S ₀ are obtained in the same manner as in CAS. From the viewpoint of short-term strength, 50% or more is preferable, 80% or more is more preferable, and 90% or more is more preferable. If it is less than 50%, the short-term strength may be small.

CA is obtained by a method of heat-treating a CaO raw material and an Al ₂ O ₃ raw material with a rotary kiln or an electric furnace. The raw material for producing CA is not particularly limited, and examples of the CaO raw material include calcium carbonate such as limestone and shells, slaked lime, and quick lime. Examples of the Al ₂ O ₃ raw material include: In addition to industrial by-products called bauxite and aluminum residue, aluminum powder and the like can be mentioned.

  The amount of CA used is preferably 1 to 50 parts, more preferably 5 to 30 parts, per 100 parts of blast furnace fume. If the amount is less than 1 part, the short-term strength is small, and if it exceeds 50 parts, the viscosity when the injection material is made into a suspension increases, and the permeability to the ground may decrease.

Furthermore, examples of the gypsum used in the injection material of the present invention include anhydrous gypsum, hemihydrate gypsum, and dihydrate gypsum. Further, natural gypsum, chemical gypsum such as phosphoric acid byproduct gypsum, waste gypsum, hydrofluoric acid byproduct gypsum, or gypsum obtained by heat-treating these can be used. Among these, anhydrous gypsum is preferable in terms of high strength development.
The amount of gypsum used is preferably 1 to 50 parts, more preferably 5 to 30 parts, per 100 parts of blast furnace fume. If it is less than 1 part, the short-term strength is small, and if it exceeds 50 parts, the permeability to the ground may be lowered.

Furthermore, the alkali stimulating material used in the above-mentioned injection material of the present invention contributes to an increase in curing and long-term strength when used in combination with a blast furnace fume.
Examples of the alkali stimulating material include alkali metal hydroxides such as sodium hydroxide, potassium hydroxide and lithium hydroxide, alkali metal carbonates such as sodium carbonate, potassium carbonate and lithium carbonate, and slaked lime. Although not particularly limited, slaked lime is preferred from the viewpoints of curing by using in combination with a blast furnace fume and increasing long-term strength.
The amount of the alkali stimulant used is preferably 1 to 50 parts, more preferably 3 to 20 parts, per 100 parts of the blast furnace fume. If it is less than 1 part, long-term intensity | strength is small, and if it exceeds 50 parts, the permeability to the ground may fall.

  The maximum particle size of the injection material in the present invention is preferably 20 μm, more preferably 15 μm, and most preferably 10 μm or less. If it exceeds 20 μm, injection into fine gaps may be difficult depending on the geology of the ground.

  The method for adjusting the particle size of the injection material is not particularly limited, but each material is separately pulverized by a pulverizer such as a ball mill, and those having a size of 20 μm or less are collected by classification and then mixed, or each material is mixed. Any of the methods of pulverizing and collecting 20 μm or less by classification can be used. However, if each material is mixed and then pulverized and classified, the mixing ratio may change due to the difference in density of each material. Therefore, it is preferable to pulverize, classify, and then mix each material separately.

Further, in the present invention, it is preferable to use a coagulation adjusting agent in order to adjust the required curing time.
Condensation regulators include aluminates such as sodium aluminate and potassium aluminate, carbonates such as sodium carbonate and potassium carbonate, hydroxides such as sodium hydroxide and potassium hydroxide, aluminum sulfate, iron sulfate (III) And sulfates such as alum, silicates such as sodium silicate and potassium silicate, phosphates such as sodium phosphate, calcium phosphate, and magnesium phosphate, and boric acid such as lithium borate and sodium borate Examples thereof include inorganic salts such as salts, citric acid, gluconic acid, tartaric acid, malic acid, organic acids such as sodium salts, potassium salts, and calcium salts thereof, or metal salts thereof, and saccharides. One or two or more of these can be used in combination. Among these, it is preferable to use a carbonate and an organic acid in combination in order to secure a required curing time.

  The amount of the setting modifier is not particularly limited because it is adjusted according to the curing time, but is preferably 0.1 to 10 parts with respect to 100 parts of CAS or CA and gypsum in total. More preferred is 5 to 5 parts. If it is less than 0.1 part, it may be difficult to ensure the curing time, and if it exceeds 10 parts, the curing time may be long and the strength may be small.

In order to improve the permeability into the ground, it is preferable to use a dispersant in the present invention.
Examples of the dispersant include naphthalene sulfonic acid formalin condensate salt type, lignin sulfonic acid type, melamine sulfonic acid formalin condensate salt type, polycarboxylate type, and polyether type dispersant.
0.1-10 parts are preferable with respect to 100 parts of blast furnace fumes, and, as for the usage-amount of a dispersing agent, 0.5-3 parts are more preferable. If it is less than 0.1 part, the permeability may be small, and if it exceeds 10 parts, the strength may be small.

  The amount of water in the case of using the injection material as a suspension is not particularly limited as long as the suspension can be pumped with a pump, but for a total of 100 parts of blast furnace fume, CAS or CA, gypsum, and alkali stimulating material. 100 to 1,000 parts are preferred, and 200 to 500 parts are more preferred. If it is less than 100 parts, the viscosity of the suspension becomes high and the permeability may be small, and if it exceeds 1,000 parts, the strength may be small.

  The mixing method and injection method of the injection material are not particularly limited. Single pipe rod method, single pipe strainer method, double pipe single phase method, double pipe double phase method, double pipe double packer method, etc. It can be applied to the currently used construction method.

  EXAMPLES Hereinafter, although an Example demonstrates this invention in detail, this invention is limited to them and is not interpreted.

Example 1-1
A ground improvement material composition is prepared by blending the blast furnace fume and silica fume shown in Table 1-1, and 150 parts of water is added to 100 parts of the prepared ground improvement material composition, and the ground improvement material is stirred. Was prepared, and the permeability of the ground improvement material and the durability of the improved body after curing were confirmed.
For comparison, a similar experiment was also performed when blast furnace slag fine powder or water glass-based ground improvement material was used instead of the ground improvement material composition of the present invention. The results are also shown in Table 1-1.

<Materials used>
Blast furnace fume: Made in China, commercially available, SiO ₂ 25%, Fe ₂ O ₃ 3%, Al ₂ O ₃ 13%, CaO 19%, MgO 6%, Na ₂ O 1.3%, K ₂ O 9%, SO ₃ 10%, S 0.3%, and MnO 0.2%, Blaine value 21,000 cm ² / g, maximum particle size 30 μm, average particle size 4 μm
Silica fume: Commercially available product, acidic silica fume, average particle size of 0.1 μm, Blaine value of 150,000 cm ² / g
Blast furnace slag fine powder: fine powder of granulated blast furnace slag, maximum particle size 5 μm, average particle size 5 μm
Water glass-based ground improvement material: Commercial products, the main component is water glass, the accessory component is sodium carbonate water: tap water

<Measurement method>
Penetration: Filling a vinyl tube with a diameter of 5cm x 30cm in height with No. 8 silica sand to a height of 20cm, drilling a hole of about 0.5mm in the bottom of the vinyl tube, and then adding 250cc of ground improvement material from the top. Then, the penetration depth was measured after 1 day. Durability: The cured product obtained in the penetration test was observed until the material age of 91 days, and the soaking water was measured and evaluated. The amount of water that flowed down from the hole made in the bottom surface of the vinyl tube was measured as the separating water, and it was expressed in volume% with respect to 250 cc of the ground improvement material.

Example 1-2
It carried out similarly to Experimental example 1-1 except having used the blast furnace fume shown in Table 1-2, silica fume, and cements. The results are also shown in Table 1-2.

<Materials used>
Cement A: Commercially available fine powder cement, maximum particle size 40 μm, average particle size 5 μm
Cement B: Commercially available calcium hydroxide, maximum particle size 40 μm, average particle size 5 μm

Experimental Example 2-1
A liquid A was prepared by kneading the amount of blast furnace fume and water shown in Table 2-1 with 100 parts of cement using a mixer. Next, with respect to 100 parts of cement, 0.5 part of emulsion α and 5 parts of water in terms of solid content were mixed to prepare B liquid.
The B liquid was added to the A liquid and kneaded for 5 seconds to prepare a kneaded product, and its flow, underwater inseparability, and compressive strength were measured.
For comparison, a similar experiment was conducted using bentonite instead of blast furnace fume. The results are also shown in Table 2-1.

<Materials used>
Cement: normal Portland cement, commercial product emulsion α: the present emulsion, solid content concentration 30%, ethyl acrylate: methacrylic acid = 45: 55 ethyl acrylate / methacrylic acid copolymer emulsion blast furnace fume: Chinese commercial product. SiO ₂ 25%, Fe ₂ O ₃ 3%, Al ₂ O ₃ 13%, CaO 19%, MgO 6%, Na ₂ O 1.3%, K ₂ O 9%, SO ₃ 10%, S 0.3 %, And MnO 0.2%, Blaine value 21,000 cm ² / g, maximum particle size 30 μm, average particle size 4 μm
Bentonite: Commercial product

<Measurement method>
Flow: Put the kneaded material into a cylinder with an inner diameter of 80mm x height of 80mm, and measure the spread after pulling out the cylinder after 2 minutes. Underwater inseparability: Underwater separability test in the appendix to the Guidelines for Design and Construction of Underwater Non-Isolated Concrete Performed according to the above, excellent when there is no turbidity of water, good when there is slight turbidity of water, acceptable when there is turbidity of water but is practical, and the material is separated and the turbidity of water is large In the case of.
Compressive strength: Measured according to JIS R 5201

100 parts of cement, 200 parts of blast furnace fume, and 180 parts of water are kneaded with a mixer to prepare solution A. The emulsion shown in Table 2-2 and 10 times the amount of water of the emulsion are added to 100 parts of cement. It carried out similarly to Experimental example 2-1, except having mixed and preparing B liquid.
For comparison, a similar experiment was conducted using a non-emulsion having no alkali thickening instead of the present emulsion. The results are also shown in Table 2-2.

<Materials used>
Emulsion β: this emulsion, solid content concentration 30%, ethyl acrylate: methacrylic acid = 45: 55 ethylene / vinyl acetate copolymer emulsion 70 parts, ethylene: vinyl acetate = 18: 82 ethyl acrylate / acrylic acid copolymer Polymer emulsion 30 parts of mixture emulsion γ: this emulsion, solid content concentration 30%, styrene: 2-ethylhexyl acrylate = 45: 55 styrene / 2-ethylhexyl acrylate copolymer polymer emulsion

Experimental example 3-1
With respect to 100 parts of cement, the blast furnace fume of the quantity shown in Table 3-1 and water were mixed with the mixer, and A liquid was prepared. Next, with respect to 100 parts of cement, 5 parts of hardening accelerator a and 10 parts of water are mixed to prepare a liquid B, 0.5 parts of this emulsion α and 5 parts of water in terms of solid content are mixed to obtain C. A liquid was prepared.
Liquid A, liquid B and liquid C were continuously added to the mixer and mixed for 5 seconds to prepare an injection material, and then the flow, water inseparability, and compressive strength were measured. For comparison, the same procedure was performed using bentonite instead of blast furnace fume. The results are also shown in Table 3-1.

<Materials used>
Cement: Ordinary Portland cement, commercial blast furnace fume: Made in China, commercially available, SiO ₂ 25%, Fe ₂ O ₃ 3%, Al ₂ O ₃ 13%, CaO 19%, MgO 6%, Na ₂ O 1.3 %, K ₂ O 9%, SO ₃ 10%, S 0.3%, and MnO 0.2%, Blaine value 21,000 cm ² / g, maximum particle size 30 μm, average particle size 4 μm
Emulsion α: This emulsion, solid content concentration 30%, ethyl acrylate: methacrylic acid = 45: 55 ethyl acrylate / methacrylic acid copolymer emulsion curing accelerator a: calcium aluminate with 12CaO · 7Al ₂ O ₃ composition, vitrification Bentonite: commercial mixture of aluminate with a rate of 95% and a brane value of 6,000 cm ² / g and an equivalent of sulfate with anhydrous gypsum and a brane value of 5,400 cm ² / g

<Measurement method>
Flow: Put the injected material after mixing in a cylinder with an inner diameter of 80mm x height of 80mm, and measure the spread after pulling out the cylinder after 2 minutes. Underwater inseparability: Performed according to water separation test, excellent when there is no water turbidity, good when water is slightly turbid, water turbidity is possible but practical when possible, material is separated and water When the turbidity of the water was large, it was made impossible.
Compressive strength: Measured according to JIS R 5201

Example 3-2
100 parts of cement, 200 parts of blast furnace fume, and 180 parts of water are mixed with a mixer to prepare A liquid, and 100 parts of cement is mixed with 5 parts of hardening accelerator a and 10 parts of water to prepare B liquid. The same procedure as in Experimental Example 3-1 was conducted except that the emulsion shown in Table 3-2 and 10 times the amount of water of the emulsion were mixed to prepare solution C.
For comparison, the same procedure was performed using a non-emulsion having no alkali thickening instead of the present emulsion. The results are also shown in Table 3-2.

<Materials used>
Emulsion β: This emulsion, solid content concentration 30%, ethyl acrylate: methacrylic acid = 45: 55 ethyl acrylate / methacrylic acid copolymer emulsion 70 parts, ethylene: vinyl acetate = 18: 82 ethylene / vinyl acetate copolymer Polymer emulsion 30 parts of mixture emulsion γ: this emulsion, solid content concentration 30%, styrene: 2-ethylhexyl acrylate = 45: 55 styrene / 2-ethylhexyl acrylate copolymer polymer emulsion

Example 3-3
Mix 100 parts of cement, 200 parts of blast furnace fume, and 180 parts of water with a mixer to prepare solution A, and mix 100 parts of cement with 0.5 part of this emulsion α and 5 parts of water in terms of solid content. Thus, liquid C was prepared. Similar to Experimental Example 3-1, except that the hardening accelerator shown in Table 3-3, 100% of cement, twice the amount of water, and 0.1 part of retarder were mixed to prepare solution B. Went to. The results are also shown in Table 3-3.

<Materials used>
Curing accelerator b: sulfate, aluminum sulfate, commercial product curing accelerator c: carbonate, sodium carbonate, commercial product curing accelerator d: hydroxide, calcium hydroxide, commercial product curing accelerator e: aluminate, Sodium aluminate, commercial curing accelerator f: colloid, silica sol, commercial product retarder: citric acid, commercial product

Example 4-1
CAS, gypsum, and alkali stimulating material shown in Table 4-1 were mixed with 100 parts of blast furnace fume to prepare an injection material having a maximum particle size of 30 μm. A suspension was prepared by mixing 100 parts of the prepared injection material and 300 parts of water. At this time, 1 part of the dispersant is mixed with 100 parts of the blast furnace fume, 1 part of the setting modifier is mixed with 100 parts of CAS and gypsum, and the setting time, penetration length, and The compressive strength was measured. The results are also shown in Table 4-1.

<Materials used>
Blast furnace fume: A commercial product from China. SiO ₂ 25%, Fe ₂ O ₃ 3%, Al ₂ O ₃ 13%, CaO 19%, MgO 6%, Na ₂ O 1.3%, K ₂ O 9%, SO ₃ 10%, S 0.3 %, And MnO 0.2%, Blaine value 21,000 cm ² / g, maximum particle size 30 μm, average particle size 4 μm
CAS A: Glass with a composition of 45% CaO, 40% Al ₂ O ₃ and 15% SiO ₂ , 95% vitrification rate
CAS: Glass with a composition of 45% CaO, 28% Al ₂ O ₃ and 27% SiO ₂ , 95% vitrification rate
Gypsum: natural anhydrous gypsum alkali stimulant: slaked lime, commercial product dispersant: naphthalene sulfonic acid formalin condensate salt-based coagulation regulator: mixture of citric acid and potassium carbonate in a weight ratio of 1: 3

<Test method>
Penetration length: Filled a 5 cm diameter x 30 cm vinyl tube with No. 8 silica sand to a length of 20 cm, put 200 ml of injection material one day later, and measured the penetration length into the sand Curing time: Suspension Time compressive strength until suspension no longer flows even if the cup containing the turbid liquid is tilted: measured according to JIS R 5201, measured material age 1 day and 28 days

Example 4-2
100 parts of blast furnace fume is mixed with 10 parts of CAS, 10 parts of gypsum, and 5 parts of alkali stimulating material to prepare an injection material having the maximum particle size shown in Table 4-2. Similarly, the curing time, penetration length, and compressive strength were measured. The results are also shown in Table 4-2.

Example 5-1
For 100 parts of blast furnace fume, CA shown in Table 5-1, gypsum, and an alkali stimulating material were mixed to prepare an injection material having a maximum particle size of 30 μm. A suspension was prepared by mixing 100 parts of the prepared injection material and 300 parts of water. At this time, 1 part of the dispersant is mixed with 100 parts of the blast furnace fume, 1 part of the setting modifier is mixed with 100 parts of the total of CA and gypsum, and the setting time, penetration length, and The compressive strength was measured. The results are also shown in Table 5-1.

<Materials used>
Blast furnace fume: Made in China, commercially available, SiO ₂ 25%, Fe ₂ O ₃ 3%, Al ₂ O ₃ 13%, CaO 19%, MgO 6%, Na ₂ O 1.3%, K ₂ O 9%, SO ₃ 10%, S 0.3%, and MnO 0.2%, Blaine value 21,000 cm ² / g, maximum particle size 30 μm, average particle size 4 μm
CA B: Amorphous 12CaO · 7Al ₂ O ₃ , vitrification rate 95%
CA: crystalline CaO.Al ₂ O ₃ , vitrification rate 20%
Gypsum: natural anhydrous gypsum alkali stimulant: slaked lime, commercial product dispersant: naphthalene sulfonic acid formalin condensate salt-based coagulation regulator: mixture of citric acid and potassium carbonate in a weight ratio of 1: 3

<Test method>
Penetration length: Filled vinyl tube of diameter 5cm x length 30cm with No. 8 silica sand to a length of 20cm, put 200ml of injection material one day later, measured the penetration length into the sand Curing time: Suspension Time compressive strength until the suspension no longer flows even if the cup containing the turbid liquid is tilted: Measured according to JIS R 5201, measured material age 1 day and 28 days

Example 5-2
100 parts of blast furnace fume is mixed with 10 parts of CA, 10 parts of gypsum, and 5 parts of an alkali stimulating material to prepare an injection material having the maximum particle size shown in Table 5-2. The curing time, penetration length, and compressive strength were measured. The results are also shown in Table 5-2.

Since the composition for ground improvement material of the present invention has good permeability and excellent durability, it can be widely used such as void filling materials such as backfilling materials in ground improvement work and water stop work, The injection material using the composition for ground improvement material of the present invention is excellent in permeability to the ground, high injectability, and excellent in strength development. It is possible to effectively use the blast furnace fume that is an industrial by-product.

Note that Japanese Patent Application No. 2004-327140 filed on November 11, 2004, Japanese Patent Application No. 2004-369240 filed on December 21, 2004, Japanese Patent Application filed on January 31, 2005. Application No. 2005-022895, Japanese Patent Application No. 2005-022896 filed on January 31, 2005, and Japanese Patent Application No. 2005-032719 filed on Feb. 9, 2005, claims, The entire contents of the drawings and abstract are hereby incorporated by reference as the disclosure of the specification of the present invention.

Claims (17)

  A ground improvement material composition comprising a blast furnace fume.   Furthermore, the composition for ground improvement materials of Claim 1 containing a silica fume.   The composition for ground improvement material according to claim 1 or 2, comprising cement or calcium hydroxide having a maximum particle size of 40 µm.   The composition for ground improvement material according to claim 1 or 2, comprising cement and an alkali thickening polymer emulsion.   The ground improvement material composition according to claim 3 or 4, wherein the blast furnace fume is 30 to 500 parts by mass with respect to 100 parts by mass of cement.   The composition for ground improvement material according to claim 4 or 5, wherein the alkali thickening polymer emulsion is a polymer emulsion obtained by copolymerization of an unsaturated carboxylic acid and an ethylenically unsaturated compound.   Furthermore, the composition for ground improvement materials of any one of Claims 1-6 formed by containing a hardening accelerator.   The composition for ground improvement material according to claim 7, wherein the curing accelerator contains an aluminate and / or a sulfate.   The ground improvement material composition according to any one of claims 1 to 8, wherein the blast furnace fume has a maximum particle size of 30 µm. Blast fumes, SiO ₂ is 20 to 30% _Al 2 _{O 3} is 10-15%, and CaO is soil improvement material composition according to any one of claims 1 to 9 having a 15-25% .   The injection material which uses the composition for ground improvement materials of any one of Claims 1-10.   The injection material according to claim 11, comprising calcium aluminate or calcium aluminosilicate, gypsum, and an alkali stimulant.   13 or 12 containing 1 to 15 parts by mass of calcium aluminate or calcium aluminosilicate, 1 to 50 parts by mass of gypsum, and 1 to 50 parts by mass of an alkali stimulant for 100 parts by mass of blast furnace fume. Injection material.   The injection material according to any one of claims 11 to 13, wherein the maximum particle diameter is 20 µm or less.   Liquid A containing cement, blast furnace fume and water, and liquid B containing an alkali thickening polymer emulsion and water are prepared in advance, and liquid A and liquid B are mixed immediately before use. The usage method of the composition for ground improvement materials in any one of Claims 4-10 to do.   Liquid A containing cement, blast furnace fume and water, and liquid B containing a curing accelerator, an alkali thickening polymer emulsion, and water were prepared in advance, respectively, and liquids A and B immediately before use. The usage method of the composition for ground improvement materials of any one of Claims 4-10 which mixes a liquid.   A liquid containing cement, blast furnace fume, and water, B liquid containing a curing accelerator and water, and C liquid containing an alkali thickening polymer emulsion and water, respectively. The method for using the ground improvement material composition according to any one of claims 4 to 10, which is prepared in advance and mixed with the liquid A, liquid B and liquid C immediately before use.