CN100445231C - Civil engineering materials curing agent and preparation method thereof - Google Patents

Civil engineering materials curing agent and preparation method thereof Download PDF

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Publication number
CN100445231C
CN100445231C CNB2006100102744A CN200610010274A CN100445231C CN 100445231 C CN100445231 C CN 100445231C CN B2006100102744 A CNB2006100102744 A CN B2006100102744A CN 200610010274 A CN200610010274 A CN 200610010274A CN 100445231 C CN100445231 C CN 100445231C
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parts
agent
sodium
water
water reducer
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CNB2006100102744A
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Chinese (zh)
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CN1884182A (en
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邓桂云
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邓桂云
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • C04B40/0042Powdery mixtures
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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 hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/10Accelerators; Activators

Abstract

The present invention relates to a civil engineering material curing agent and a preparation method thereof. A water reducing agent, an antifreezing agent, an impervious agent, sodium, sodium hydroxide, sodium chloride, maleic acid, ferrous sulfate, trisodium phosphate, sodium carbonate, anhydrous sodium sulfate, trolamine, calcium silicate and quartz sand are added in a ball mill for grinding, the temperature is controlled at 60 to 120 DEG C, and the fineness of grinding reaches 280 to 350 meshes. The color is a little yellow, and the ground materials are filled in bags for preparation. The cement, quick lime powder and the 2 to 10% of the mixture obtained in the previous step are simultaneously added in the ball mill for grinding. The temperature is controlled at 60 to 120 DEG C, the fineness of grinding is larger than 200 meshes, and the color is greyish white; thus, the finished product of the civil engineering material curing agent is obtained. The present invention has the advantages of high consolidation strength, good water stability, good frost resistance, small deformation, high endurance, wide application and range, etc. The cheap soil and clinker can be consolidated to building materials which can satisfy the requirements, and the present invention is widely applied to water resources and hydropower engineering, road traffic engineering, etc.

Description

Civil material solidifying agent and method for formulating
Technical field
The invention belongs to solidifying agent, particularly a kind of civil material solidifying agent and method for formulating.
Background technology
At present, the gelling material that civil construction project is used mainly is a silicate cement, and this gelling material is to make aggregate with the sandstone material, and is bad to the clay solidifying effect, also high to water quality requirement.When making aggregate with sandstone, when making gelling material mix concrete material with silicate cement, for not do not influence concrete performance, except that particular requirement, then to the earth in the sandstone be cleaned up as far as possible sandstone material and water quality.This not only wastes time and energy, and in no sandstone material or the bad area of water quality, the concrete works cost will significantly improve.
China is vast in territory, big through, latitude span, north severe cold, southern burning hot and rainy, soil property, the weather condition of various places also vary, therefore seek a kind of high-strength, water-fast, adaptability is strong, both can be the same with cement be aggregate with sand, stone chip, again mix water quality is not had particular requirement, and can make full use of local water and soil resources, particularly can solidify argillous hydraulic cementing materials one soil-solidified-agent.Though the relevant report of soil-solidified-agent is also arranged, problems such as intensity is low, anti-freezing property is poor, cost height in use appear in existing solidifying agent.Therefore develop a kind of make the duration the shortest, executive cost is minimum, the soil-solidified-agent of construction quality optimum is very necessary.
Summary of the invention
Purpose of the present invention is intended to provide a kind of cheap soil curing agent that can react, can utilize various solid slag waste materials in various areas and all kinds of soil, build up firm persistent building slab.By rolling with the soil mix by a certain percentage, push have resistance to compression after closely knit, antiseepage, performance such as freeze proof, still do not have the natural soil of utilization, gather materials on the spot, reduce the sandstone freight volume, non-environmental-pollution is saved advantages such as construction costs.But also can utilize or handle some common industrial wastes such as coal petrography stone, the reuses of slag, flyash, demolition building material etc. are so it also has the characteristics of economy, environmental protection.
Civil material solidifying agent of the present invention is to be mixed by weight by following material to form: 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 0.8~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder, 0.3~8 part of quartz sand, 3~75 parts of 20~75 parts of cement and calcium lime powders.
Its concrete preparation method is:
A, will grind in 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 0.8~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder and 0.3~8 part of adding ball mill of quartz sand, temperature is controlled at 60~120 ℃, mesh-of-grind reaches 280~350 orders, mixes;
B, add 3~75 parts of 20~75 parts of cement and calcium lime powders in the compound that a step makes, add in the ball mill and grind, temperature is controlled at 60~120 ℃, and mesh-of-grind is greater than 200 orders, and color is greyish white, promptly makes civil material solidifying agent finished product.
The employed ball mill of preparation method of the present invention is a prior art equipment.
Its preferred version is: the mixture of selecting 0.8~12 part of water reducer, 0.5~5 part of antifreezing agent, 0.5~5 part of impervious agent, 1~5 part of water glass, 0.8~4 part in sodium hydroxide, 1~8 part in sodium-chlor, 0.8~6 part of toxilic acid, 2~10 parts in ferrous sulfate, 1~5 part of sodium phosphate, 1~5 part in yellow soda ash, 5~15 parts of anhydrous sodium sulphate, 2~10 parts of trolamines, 0.8~5 part of Calucium Silicate powder, 0.8~5 part of quartz sand, 30~70 parts of cement and 8~65 parts of compositions of calcium lime powder for use.
Its preferred plan is: by 1~6 part of water reducer, 1~3 part of antifreezing agent, 1~3 part of impervious agent, 1.5~3 parts of water glass, 1~2 part in sodium hydroxide, 2~6 parts in sodium-chlor, 1~4 part of toxilic acid, 3~7 parts in ferrous sulfate, 1.4~2.2 parts of sodium phosphates, 1.5~2.5 parts in yellow soda ash, 7~12 parts of anhydrous sodium sulphate, 3~7 parts of trolamines, 1~3 part of Calucium Silicate powder, 1~3 part in stone beautiful jade sand, 35~60 parts of cement and 10~50 parts of mixtures of forming of calcium lime powder.
Described water reducer is a kind of in lignosulfonic acid salt, naphthalene series water reducer, humic acid based water reducer, resin system water reducer, sulfamate water reducer, carboxylate salt graft copolymer water reducer or the composite water-reducing agent.
Specifically be described below:
(1) lignosulfonic acid salt water reducer
Lignosulfonic acid salt water reducer extracts from spent pulping liquor.When making regenerated fiber or papermaking, boiling timber under High Temperature High Pressure adds sulphite, with the sulfonated method Mierocrystalline cellulose in the timber is separated with non-cellulose, and the Mierocrystalline cellulose of gained is the raw material of artificial silk, artificial wool, paper etc.Be dissolved in non-cellulose in the dark liquid based on sulfonated lignin, being degraded with hemicellulose and small amount of fibers element forms part monose and other water-soluble substances.This mixing solutions is called spent pulping liquor.Waste liquid is converted into other alkali after chemical treatment extracts alcohol, yeast and desugar, generates the mixture of metal ion.Behind hot-air spray drying, form brown ceramic powder again, be sulfonated lignin (mainly containing calcium, sodium, magnesium salts) powder.
(2) naphthalene sulfonic acidformaldehyde condensation product water reducer
Be called for short naphthalene water reducer, it is a kind of chemosynthesis product, and it is higher that it has water-reducing rate, not bleed, and cement adaptability is good, and is good with various admixture composite performances.Can be used for preparing high-strength, high performance concrete.
The trade mark of naphthalene sulfonic acidformaldehyde condensation product water reducer has: UNF-5A high efficiency water reducing agent, major ingredient are the high condenses of naphthalene sulphonate formaldehyde, sodium sulfate etc., are known substances, can be buied by Tianjin Yong Yang water reducer factory.
(3) humic acid based water reducer
Humic acid claims again to be present in elements such as containing carbon, hydrogen, oxygen, nitrogen in the soil ulmin so quick acid is a kind of natural organic high molecular compound, is formed through the part decomposition under the condition of air and moisture existence by plant residue.With peat, brown coal, the peat composed of rotten mosses is that raw material makes the solid humic acid through alkalization separation, acidifying purification, washing precipitation, oven dry, is used as cement water reducing agent.
The humic acids water reducer trade mark has long III-1 recombiner etc.
(4) resin system water reducer
Mainly contain terpolycyantoamino-formaldehyde resin, it is the resin that trimeric cyanamide (claiming melamine and melon again) and formaldehyde condensation polymer form.This class water reducer initial stage hydration heat is high and can produce certain katalysis, thereby can improve concrete early strength, and not bleed again is a kind of strong high efficiency water reducing agent morning of non-bleed type.The homemade trade mark has: SM (227) etc.
(5) sulfamate water reducer
Sulfamate is a kind of non-bleed soluble resin water reducer.Characteristics are: volume is little, water-reducing rate is high, the slump is little through time loss, is particularly useful for the less high performance concrete of water cement ratio, and its water-reducing rate can reach 30% when water cement ratio reaches 0.3 left and right sides.
Sulfamate water reducer is that formaldehyde comprehensively forms under certain condition by Sulphanilic Acid, phenol.Also available aniline is comprehensive with phenol, formaldehyde again after sulfonation.This water reducer has good dissemination, delayed coagulation owing to contain a plurality of hydroxyls, sulfo group, amino isoreactivity group.
(6) composite water-reducing agent
In order to improve some performance of water reducer, as early strong, antifreeze or reduce cost, and with one or more admixtures and water reducer by suitable proportion fusion use.For example, with calcium chloride and the compound use of sulfonated lignin M type water reducer, not only can make 2 days intensity improve 50%, intensity improved 25~40% in 7 days, intensity improved 20~25% in 28 days, and can improve concrete workability significantly, and reduce unit consumption of water, have significant diminishing early strength function.Compound additive commonly used also has sodium sulfate (early strong), trolamine (early strong and resistance rust), Sodium Nitrite (antirust, early strong and antifreeze), gypsum (early strong).
The trade mark of homemade composite water-reducing agent has: UNF-3 (naphthalene system+Na 2SO 4), FFT (naphthalene system+oxidation carboxy acid alkali metal), build 1-S and (build 1+ enure alunite+Na 2SO 4), NNOF (naphthalene system+Na 2SO 4), Ms-F (M type+Na 2SO 4), TRB (this quality+sulfonation tar), FDN-S and NF-S etc.
(7) carboxylate salt graft copolymer water reducer
Carboxylate salt graft copolymerization water reducer is the brand-new high-performance water reducing agent of a class, and it has following characteristics: the water-reducing rate height: generally all more than 30%.Slump-loss is little: the slump was not lost substantially in 1-2 hour.The later strength height: gain in strength was more than 20% in 28 days.Volume is less: generally below 0.3%.
This class water reducer is the product that carries out the water reducer Molecular Structure Design according to concrete performance.Generally its structure is on long high polymer main chain, connects various active groups; (SO3), (COOH), oh group (OH) and polyoxy alkyl alkene class group [(CH for hydroxy-acid group as sulfonic acid group 2CH 2O) M-R].They must appear on the high polymer main chain with suitable ratio.
The raw material of synthetic macromolecule main chain has: vinylformic acid, methacrylic acid, the acid of horse fork-like farm tool used in ancient China, Ethyl acrylate, vinylformic acid hydroxyl second fat, vinyl acetate resin, sodium allyl sulfonate etc.
Graft copolymerization carries out in two steps, the at first synthetic polymer monomer that certain side chain lengths is arranged.And with these monomers with contain graft copolymerizations such as carboxylic acid, sulfonic acid to connect active group.Second step is for further to aggregate into binary or multiple copolymer with two or more multipolymer under the initiator effect.High molecular polymer water reducer of final formation.The length of main chain, active group kind, quantity have determined product performance.
Antifreezing agent described in the present invention is that calcium oxide, sodium-chlor list antifreezing agent or Sodium Nitrite add the compound antifreezing agent of sodium-chlor.
Described impervious agent is a kind of in calcium chloride, diatomite, flyash, resin emulsion or the water soluble resin; Described resin emulsion is vinyl acetate between to for plastic, vinylchlorid, acrylate; Described water soluble resin is a polyvinyl alcohol.
Described toxilic acid is a maleic acid; Described Vltra tears, promptly HPMC is a known substance, can buy from Foochow four directions chemical industry company limited or the good chemical science and technology of Shanghai fond dream company; Described amidosulfonic acid salt is the modification of wooden calcium sulfonate, is known substance, can be buied by Laiwu, Shandong water reducer factory.
Civil material solidifying agent of the present invention can change project organization, reduces construction costs, increase economic efficiency; Through the solidifying agent curing soil, can obtain the excellent comprehensive technical indicator, reach the requirement of " CJ/T3073-1998 " and " CJ/T80-98 " national sector standard,, just can replace the traditional material structural sheet of 40~60 cm thicks only with the solidified earth structural sheet of 15~20 cm thicks.Thereby saved comprehensive costs such as material, artificial, machinery, transportation, construction costs quite descends 30~42%.
Civil material solidifying agent of the present invention changes Soil structure, improves the physical and mechanical property of soil, thoroughly change soil and meet the water softening characteristic, make it become hydrophobic material, improve the intensity of solidified earth, comprise early strength and later strength, increase the density of soil, reduce to shrink, creep, improve hardening property, stability, improve the impermeability of solidified earth, freeze-thaw resistance, the weather resistance of increase solidified earth.
Characteristics such as civil material solidifying agent of the present invention is good because of its consolidation strength height, water stability, good frost resistance, little, the durable height of distortion and suitable and scope are wide, the most cheap soil, lime-ash can be consolidated into the material of construction that meets the demands, can be widely used in Hydraulic and Hydro-Power Engineering, Road traffic engineering etc.
Embodiment
Embodiment 1
Civil material solidifying agent of the present invention is formulated by the material that contains following component:
3~75 parts of 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 1~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder, 0.3~8 part of quartz sand, 20~75 parts of cement and calcium lime powders;
Its concrete preparation method is: a, will grind in 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 1~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder and 0.3~8 part of adding ball mill of quartz sand, temperature is controlled at 60~120 ℃, mesh-of-grind reaches 250~500 orders, the face light yellow complexion packs standby;
2~10% of b, the mixture that again 20~75 parts of cement, 3~75 parts of calcium lime powders and a step obtained adds in the ball mill simultaneously and grinds, temperature is controlled at 60~120 ℃, mesh-of-grind is greater than 200 orders, and color is greyish white, promptly makes civil material solidifying agent finished product.
Embodiment 2
Civil material solidifying agent of the present invention, realize by following preparation method:
A, will grind in 0.8~12 part of water reducer, 0.5~5 part of antifreezing agent, 0.5~5 part of impervious agent, 1~5 part of water glass, 0.8~4 part in sodium hydroxide, 1~8 part in sodium-chlor, 0.8~6 part of toxilic acid, 2~10 parts in ferrous sulfate, 1~5 part of sodium phosphate, 1~5 part in yellow soda ash, 5~15 parts of anhydrous sodium sulphate, 2~10 parts of trolamines, 0.8~5 part of Calucium Silicate powder and 0.8~5 part of adding ball mill of quartz sand, temperature is controlled at 70~110 ℃, mesh-of-grind reaches 290~400 orders, the face light yellow complexion packs standby;
3~8% of b, the mixture that again 30~70 parts of cement, 8~65 parts of calcium lime powders and a step obtained adds in the ball mill simultaneously and grinds, and temperature is controlled at 70~110 ℃, and mesh-of-grind is 300 orders, and color is greyish white, promptly makes civil material solidifying agent finished product.
Embodiment 3
Civil material solidifying agent of the present invention, it is by following component: 1~6 part of water reducer, 1~3 part of antifreezing agent, 1~3 part of impervious agent, 1.5~3 parts of water glass, 1~2 part in sodium hydroxide, 2~6 parts in sodium-chlor, 1~4 part of toxilic acid, 1~12 part of amidosulfonic acid salt, 3~7 parts in ferrous sulfate, 1.4~2.2 parts of sodium phosphates, 1.5~2.5 parts in yellow soda ash, 7~12 parts of anhydrous sodium sulphate, 3~7 parts of trolamines, 1~3 part of Calucium Silicate powder, 1~3 part of Vltra tears, 1~3 part in stone beautiful jade sand, 35~60 parts of cement, 10~50 parts of calcium lime powders and 8~20 parts of gessoes are formulated, and concrete preparation method is:
Grind in a, water reducer, antifreezing agent, impervious agent, water glass, sodium hydroxide, sodium-chlor, toxilic acid, amidosulfonic acid salt, ferrous sulfate, sodium phosphate, yellow soda ash, anhydrous sodium sulphate, trolamine, Calucium Silicate powder, Vltra tears and the quartz sand adding ball mill above-mentioned umber, temperature is controlled at 80~100 ℃, mesh-of-grind reaches 300~350 orders, the face light yellow complexion packs standby;
4~6% of b, the mixture that again cement, calcium lime powder, gesso and a step obtained adds in the ball mill simultaneously and grinds, and temperature is controlled at 80~100 ℃, and mesh-of-grind is 400 orders, and color is greyish white, promptly makes civil material solidifying agent finished product.
Civil material solidifying agent of the present invention, can in a step, add amidosulfonic acid salt or/and Vltra tears, in the b step, add gesso, the concrete umber of its component (seeing the following form two), by the percentage composition that adds the mixture that a step obtains in the temperature of reaction of the working method of embodiment 1 and a in the table one, b step and the b step, promptly make civil material solidifying agent finished product of the present invention again.
Table one:
Table two:
The curable all types of soil of the solidifying agent that said ratio makes are applicable to road structure layer and hydro project, and especially the soil solidification advantage to cold district is remarkable.This solidifying agent water stability is reliable, water-intake rate<0.3%, and the steady coefficient of water>98% freezes steady coefficient>97%, and conformability is strong.
Following table is curing agents test of the present invention:

Claims (7)

1, the civil material solidifying agent, be to comprise water reducer, antifreezing agent, impervious agent, water glass, sodium hydroxide, sodium-chlor, toxilic acid, ferrous sulfate, sodium phosphate, yellow soda ash, anhydrous sodium sulphate, trolamine, Calucium Silicate powder, quartz sand, cement and calcium lime powder mix, and the parts by weight of its component that is mixed are: 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 0.8~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder, 0.3~8 part of quartz sand, 3~75 parts of 20~75 parts of cement and calcium lime powders.
2, civil material solidifying agent as claimed in claim 1 is characterized in that by 0.8~12 part of water reducer, 0.5~5 part of antifreezing agent, 0.5~5 part of impervious agent, 1~5 part of water glass, 0.8~4 part in sodium hydroxide, 1~8 part in sodium-chlor, 0.8~6 part of toxilic acid, 2~10 parts in ferrous sulfate, 1~5 part of sodium phosphate, 1~5 part in yellow soda ash, 5~15 parts of anhydrous sodium sulphate, 2~10 parts of trolamines, 0.8~5 part of Calucium Silicate powder, 0.8~5 part of quartz sand, 30~70 parts of cement and 8~65 parts of mixtures of forming of calcium lime powder.
3, civil material solidifying agent as claimed in claim 1 is characterized in that by 1~6 part of water reducer, 1~3 part of antifreezing agent, 1~3 part of impervious agent, 1.5~3 parts of water glass, 1~2 part in sodium hydroxide, 2~6 parts in sodium-chlor, 1~4 part of toxilic acid, 3~7 parts in ferrous sulfate, 1.4~2.2 parts of sodium phosphates, 1.5~2.5 parts in yellow soda ash, 7~12 parts of anhydrous sodium sulphate, 3~7 parts of trolamines, 1~3 part of Calucium Silicate powder, 1~3 part of quartz sand, 35~60 parts of cement and 10~50 parts of mixtures of forming of calcium lime powder.
4,, it is characterized in that described water reducer is a kind of in sulfonated lignin, naphthalene series water reducer, humic acid based water reducer, resin system water reducer, sulfamate water reducer, carboxylate salt graft copolymer water reducer or the composite water-reducing agent as claim 1 or 2 or 3 each described civil material solidifying agent.
5,, it is characterized in that described antifreezing agent is that calcium oxide, sodium-chlor list antifreezing agent or Sodium Nitrite add the compound antifreezing agent of sodium-chlor as claim 1 or 2 or 3 each described civil material solidifying agent.
6,, it is characterized in that described impervious agent is a kind of in calcium chloride, diatomite, flyash, resin emulsion or the water soluble resin as claim 1 or 2 or 3 each described civil material solidifying agent.
7, the method for preparing the described civil material solidifying agent of claim 1 is characterized in that comprising step down:
A, will grind in 0.5~15 part of water reducer, 0.3~7 part of antifreezing agent, 0.3~7 part of impervious agent, 0.5~6 part of water glass, 0.5~5 part in sodium hydroxide, 0.8~12 part in sodium-chlor, 0.5~8 part of toxilic acid, 1~15 part in ferrous sulfate, 0.5~8 part of sodium phosphate, 0.5~7 part in yellow soda ash, 3~20 parts of anhydrous sodium sulphate, 1~15 part of trolamine, 0.2~8 part of Calucium Silicate powder and 0.3~8 part of adding ball mill of quartz sand, temperature is controlled at 60~120 ℃, mesh-of-grind reaches 280~350 orders, mixes;
B, add 3~75 parts of 20~75 parts of cement and calcium lime powders in the compound that a step makes, add in the ball mill and grind, temperature is controlled at 60~120 ℃, and mesh-of-grind is greater than 200 orders, and color is greyish white, promptly makes civil material solidifying agent finished product.
CNB2006100102744A 2006-07-07 2006-07-07 Civil engineering materials curing agent and preparation method thereof CN100445231C (en)

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Citations (1)

* Cited by examiner, † Cited by third party
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CN1730836A (en) * 2005-09-02 2006-02-08 东南大学 Soil solidifying agent

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Publication number Priority date Publication date Assignee Title
CN1730836A (en) * 2005-09-02 2006-02-08 东南大学 Soil solidifying agent

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