CN1426976A - Construction material additional agant containing chromium-silicate and construction material containing said additional agent - Google Patents

Construction material additional agant containing chromium-silicate and construction material containing said additional agent Download PDF

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Publication number
CN1426976A
CN1426976A CN01144488A CN01144488A CN1426976A CN 1426976 A CN1426976 A CN 1426976A CN 01144488 A CN01144488 A CN 01144488A CN 01144488 A CN01144488 A CN 01144488A CN 1426976 A CN1426976 A CN 1426976A
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admixture
flyash
acid
chromium
weight part
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CN1216825C (en
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马桂荣
王智源
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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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • C04B20/023Chemical treatment
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • 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
    • C04B2103/0004Compounds chosen for the nature of their cations
    • C04B2103/0017Refractory metal compounds
    • C04B2103/0018Cr
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

A Cr-contained silicate material as additive of building material is prepared from silicate material and the solution containing SO4 or Cl radicals through proportionally mixing and stirring. The mentioned silicate material may be flyash, or the mixture of flyash and Ca (or magnesium oxide)-contained inorganic material. The flyash may be ordinary flyash, Al-Si glassy material, hydrated silicic material, Al2O3-contained minerals, etc.

Description

A kind of material of construction that contains the chromosilicates additive for building material and contain this admixture
Invention field
The present invention relates to a kind of novel active chromium Cr that contains 3+The silicate building material admixture, method for making and application, and the material of construction that contains this admixture, especially clinker-free cement.
Technical background
The all kinds Concrete Additive that vigorously promotes the use both at home and abroad at present generally can belong to inorganics and organism, so press the chemical ingredients and the performance classification of admixture, is divided into inorganics class and organism class two big classes.
And of the present inventionly contain active Cr 3+The ionic admixture because it derives from the nontoxic residue that obtains with the pollution of chromium of silicates material processing, so we claim that it is a solid extra-additives for silicate material, perhaps is called the material of construction stablizer of silicate material.It is different from existing admixture, removes to contain Cr 3+Outside the ionic feature, can also control as required and make it not contain Cl -, SO 4 -Deng harmful anion.
Chromium belongs to first transition element, for Cr 3+Ion (Ar) 3d 3, only have a kind of electronic configuration
Figure A0114448800041
Adopt d 2Sp 3Hydridization Cheng Jian, space structure are octahedra, form stronger inner orbital coordination compound, Cr 3+Ionic radius little (64.0pm), effective nuclear charge is big, forms stable coordinate bond so have strong positive electric field and unoccupied orbital to accept external electronics, so contain active Cr 3+The ion admixture belongs to Louis's hard acid by the lewis' theory of acids and bases classification.
Silicate is the main composition of earth shell RKB, and frequent and Al, K, Na, Fe, elements such as Mg, Ca are formed various mineral together.In material of construction, we find at present, use the material of construction of silicate material, allly can produce harmful active composition (ettringite AFt for example contains the material of construction of active silica, magnesia cement, pearlstone, pitch etc.), all be material with feature of Lewis base.Just because of this, so can both cause the bad serious consequence of stability.Contain active Cr 3+Admixture demonstrate special-effect for building materials with Lewis base feature, be because Cr 3+Ion can enter silicate minerals lattice and occupy-place therein, has high crystal field stabilization energy.Under the condition of control, Cr 3+Absorbed by above-mentioned materials easily and enter the silicate building material lattice, the harmful activity of elimination.So may also be referred to as the silicate building material stablizer.
Summary of the invention
The purpose of this invention is to provide a kind of nontoxic, contain chromosilicates material solid additive.
Same contriver's 93101911.7 discloses a kind of method with the silicate material processing waste water containing chrome.This method comprises that with one or more silicate materials with after industrial waste acid mixes, processing waste water containing chrome can make the nontoxic chromium residue that contains again.Wherein silicate material can be flyash, zeolite, magnesia etc.The document is introduced for reference here in full.
Same applicant's patent of invention ZL 94107422.6 discloses and has a kind ofly handled Cr liquor and Cr slag with silicate material and do not have the method that poisons.This method comprises that the solution with sulphate-containing ion or chlorion mixes flyash or flyash and other materials, as Wingdale, gypsum, rhombspar, calcic inorganic materials, contain in the binding substances of magnesium oxide material, mix chromium slag or chromium water then, blending is than being flyash: chromium slag=0.001~1: 0.03~0.8.The document is introduced for reference here in full.
In above-mentioned application, the contriver notices that nothing poisons the material that obtains after the method can be used for material of construction, but does not point out to be used for which kind of material of construction.
The contriver finds after further research, in the above-mentioned application with the nontoxic Cr of containing that method obtained of silicate material processing waste water containing chrome or chromium slag 3+Residue directly or after further activation treatment can be used as additive for building material, is used to make the stable or modification of material of construction.
Therefore, in one aspect, the invention provides a kind of additive for building material, it is by utilizing silicate material to mix the solution of sulfur-bearing acid group or chlorine root, according to silicate material: chromium slag or chromium water=0.01~1: 0.05~0.8 mixed, the back that stirs obtain the nontoxic chromium residue that contains, nontoxic (the total Cr<0.05mg/L) of supernatant water.
Described silicate material can be a flyash, for example derives from the flyash in power station, perhaps flyash and calcic inorganic materials (lime for example, Wingdale, gypsum, rhombspar) mixture, wherein the ratio of flyash and calcic inorganic materials is 1: 0.03~50; Perhaps flyash with contain magnesian mixtures of material, flyash and the ratio that contains magnesium oxide material are 0.1~1: 0.1~10.Flyash can be the aluminosilicate glass material, as volcanic ash, tuff, float stone, pearlstone, industrial residue, slag; Or moisture silicic acid material, as tripoli, diatomite, opal, siliceous slag, zeolite; Or the mineral of trioxygen-containingization two aluminium with and industrial residue; Perhaps clay or chainotte material are as coal gangue etc., the perhaps mixture of the arbitrary proportion of they one or more.
Chromium slag or chromium water wide material sources are for example from the chromite being the industrial residue that raw material produces, the chromate waste water of Electroplate Factory etc.
Its preparation method can be with reference to Chinese patent application 93101911.7 and Chinese invention patent ZL 94107422.6.
The material of above-mentioned acquisition preferably further carries out activation treatment, the admixture that contains nontoxic chromium slag after the acquisition activation treatment.Activation treatment adopts mineral acid, organic acid or salt of weak acid (for example ferrous sulfate) to carry out.Mineral acid for example is sulfuric acid, hydrochloric acid, phosphoric acid etc.Organic acid for example is the salt of oxalic acid, phenylformic acid, organic acid salt or mineral acid etc.Can select different acid for use according to different purposes.Treatment capacity can change in wide region, and general, acid or salt of weak acid solution are 0.01~10 with handled substance weight ratio: in 0.1~10 the scope.
Can also remove the Cl that derives from the admixture in chromium water and the chromium slag by means such as filtrations -, SO 4 -Deng harmful anion.
Another object of the present invention is the material of construction that the admixture that contains nontoxic chromium slag after the activation treatment is provided again except above-mentioned nontoxic chromium slag admixture is provided and contains this admixture.
The admixture of additive for building material of the present invention or activation treatment can be mixed in the material of construction such as Cement Concrete, magnesia oxychloride cement, asphalt concrete, haydite, pearlstone, flyash, can improve weather resistance, water tolerance, water-intake rate, intensity of these material of construction etc.The amount that admixture of the present invention is incorporated in the material of construction generally is between 0.5~50%, between preferred 1~10%.Exceeding these scopes also is fine.
In one aspect, the invention provides a kind of cement that contains admixture of the present invention, or be called modified coal ash, it comprises:
Adding calcium fly ash 15-120 weight part
Admixture 0.5-10 weight part of the present invention
Gypsum or other 0-10 weight parts
Said components can be made cement of the present invention according to a conventional method.Wherein adding calcium fly ash derives from the power station, for solving the sulfur dioxide pollution atmosphere that coal combustion produces, mixes Wingdale and obtain in coal dust.Because sulphur content uses this flyash to cause stability bad easily up to 1.2-3% so be applied to engineering in the adding calcium fly ash, has limited and has promoted the use of.The present invention utilizes adding calcium fly ash to mix a small amount of gypsum and generates the principle that contains Calucium Silicate powder and ettringite through hydration reaction, plays and improves the early strength effect.And mix a small amount of Cr 3+Ionic stablizer of the present invention expands and unstable owing to efficiently solve ettringite AFt wetting ability, so obtained following experiment effect.
We with adding calcium fly ash, gypsum, contain Cr 3+Ion admixture of the present invention (mixing the 3-5% of gross weight), not water mixing mud uses common river sand.Proportioning is pressed adding calcium fly ash: river sand=1: 2.5, test block size 7.07 * 7.07 * 7.07cm 3, slurry consistency: degree of sinking to is 50~60mm.Survey its physical and mechanical property and advance exploratory experiment.It is 7.0Mpa that the result records the intensity of test block of not mixing.Mixing the intensity of test block that contains chromium admixture 3-5% is 9.8Mpa, and water-intake rate is 8~10%.If above-mentioned experiment is steam-cured under greater than 55 degrees centigrade condition, test specimen intensity can reach about 25Mpa.
If with the test block of glue sand (40 * 40 * 60mm) and the standard sand moulding, estimate that effect can be better.
Above-mentioned adding calcium fly ash can be mixed unslaked lime calcium oxide or the replacement of Wingdale lime carbonate with ordinary fly ash, can obtain similar good effect.
In yet another aspect, the invention provides a kind of composition that is used to make the expanded perlite hollow building block brick that contains the chromium admixture of mixing, comprising:
Pearlstone 40-50 weight part
Portland cement 0-35 weight part
Flyash 15-25 weight part
Admixture 4.5-9 weight part of the present invention
Aspect going back one, the invention provides the purposes that admixture of the present invention is used for asphalt modification and asphalt concrete.
Above-mentioned viewpoint is mixed the asphalt sample that contains the chromium admixture by Infrared spectroscopy and has been obtained further confirmation.
(instrumental resolution is 4cm to extraordinary sample infrared spectrum test analysis -1), infrared spectrogram is seen Fig. 1, and wherein a is the pitch (D0112) of no admixture, and b is pitch+contain a chromium admixture (D0114), and c is a pitch+contain chromium admixture/dissolution filter (D0117), d is the comprehensive comparison diagram of first three figure.
Detect numbering The sample title Sample description Analyze
D0112 Pitch Blank sample Figure D0144, the D0177 peak shift, illustrate that the CH that contains in chromium admixture and the aromatic hydrocarbons has interaction, and can improve the pitch polymerization degree, increase viscosity.
D0114 Pitch adds and contains the chromium admixture 60-70 ℃ of mixing
D0117 Pitch adds and contains the chromium admixture The cooling of mixing sample adds the chloroform dilution, filters sample
By above-mentioned analysis, see that further bituminous utmost point slightly acidic is not to derive from carboxyl or phenolic hydroxyl, but be mainly derived from this reactive hydrogen that is present in active methylene group in five carbocyclic rings in the pitch in a large number, and Cr 3+Can play linking agent.
We according to further confirming with the effect that contains chromium admixture processing grouan, andesite, contain the unusual effect of chromium admixture again.
Asphalt adhesion experiment (water-boiling method)
Andesite Grouan
Before the processing 3 grades 2 grades
After the processing 5 grades 5 grades
The present invention has sizable ubiquity and enforceable popularity.For example handling the chromium slag does not have and poisons, the former ash of various flyash of different sources was once selected in our experiment for use, the super sea coal coal ash that the power station is arranged, the high low grade coal flyash of coal gangue content is arranged, also have the power station to mix the adding calcium fly ash that limestone powder burns till for sulfur dioxide pollution in the solution atmosphere, also have heating boiler house, northern city to add the flyash that limestone powder burns till the usefulness of paving the way, can reach good experiment effect.Used in addition flyash can replace with other natural silicate class breezes, obtains better treatment effect.
From another angle, the present invention has important environment protection significance.Because not having the method that poisons with silicate material processing Cr liquor and Cr slag is a kind of unprecedented new approaches; Therefore this treatment process can obtain the nontoxic chromium residue that contains, and this is that the first step does not have and poisons, and can carry arbitrarily through the chromium slag after the detoxifcation or chromium water and leave factory and use.Because nontoxic chromium slag is a kind of active Cr that contains 3+The ionic material, the nontoxic chromium slag after the activation can discharge Cr under working conditions 3+Ion.When with this when containing the chromium admixture and being applied to the material of construction modification, Cr 3+Can enter in the structure of architectural widely used silicate material under the condition of control, make building materials modification while chromium element secondary oxidation can not take place, this is not have in second step to poison, and also is finally not have to poison.This invention has been finished not have to poison for poisonous Cr liquor and Cr slag and has been realized the closed circulation processing, and Cr liquor and Cr slag Toxic waste resource utilization is all significant.
Fig. 2 is not had to poison to handle through series by the pollution of chromium source to implement the procedure chart that closed circulation is handled:
*The nontoxic chromium residue that contains: confirm by the material analysis of components, nontoxic chromium slag be a kind of nontoxic, contain active Cr 3+Carrier, great majority and Mg 2+, Fe 2+, Cr 3+, Ca 2+Plasma coexistence or accumulation are adsorbed in clay mineral, and nontoxic chromium slag is water insoluble, but can leach under the acidic medium condition, and above-mentioned ion all belongs to Lewis acid.
*No Cr 6+, Cr 6+Extremely malicious, Cr 6+Be with CrO 4 2-State is present in the oxygen acid root, and it can not enter mineral lattice, and oxidisability is extremely strong, and it can rise and make Cr3+ be oxidized to Cr 6+Katalysis, so no matter contain chromium Cr at nontoxic chromium slag or nontoxic chromium slag activation gained 3+All require no Cr in the admixture 6+
* *Harmful activity of building materials derives from and has negative electrostatic field, perhaps has electronegative group, or electronegative micelle, particle, water are polar molecules, and its molar mass is 18g/mol only, moving rapidly under extraneous electric field action easily, secondly is a large amount of Ca that exist in the grout of hydrated cementitious 2+, molar mass 40g/mol is so be easy to generate moisture film in the concrete surface of aggregate.Why this moisture film results from surface of aggregate at first rapidly easily, is mainly derived from the natural silicate material because concrete gathers materials, even the grouan surface all has the active ion that can leach, so the activated Al that rock surface exists 3+, Mg 2+, active SiO 2Deng can leaching for example active Mg at grout neutral and alkali medium 2+At OH -, Ca 2+The a large amount of existence, can transform active A l to brucite 3+Can with OH in the grout -, Ca 2+, SO 4 2-Produce the ettringite AFt of the negative electrostatic field of band rapidly in surface of aggregate.It can cause aqueous polar molecule, Ca 2+, OH -Migrate to surface of aggregate to surface of aggregate rapidly and form moisture film and the very low portlandite [Ca (OH) of hardness 2] (hardness 2.3) and brucite [Mg (OH) 2].(hardness 2).Because other components at building materials are insoluble solid components, the water that only exists in liquid phase, OH -, Ca 2+Can move, thus generally show in the material hydrophilic, if with containing Cr 3+The ion admixture is handled surface of aggregate, demonstrates positive effect, for example the exploratory experiment of asphalt concrete.
Below in conjunction with embodiment the present invention is described, it should be understood that these embodiment only are used for illustrative purposes, do not limit the scope of the invention.
Embodiment 1
Flyash 162.5 gram, copperas solution 680ml mixes, and mixes with chromium slag 357.5 grams (moisture be lower than 10%) again, promptly makes the nontoxic chromium admixture that contains of the present invention.
Embodiment 2
Nontoxic chromium slag 10 grams of embodiment 1 are joined in the mixed phase of flyash 6 grams and industrial waste salt acid 20ml, obtain activatory and contain active Cr 3+Admixture.
Embodiment 3
Flyash 140 grams, copperas solution 500ml mixes with moisture about 20% chromium slag, 34.5 grams again, makes the nontoxic chromium admixture that contains of the present invention.
Embodiment 4
Nontoxic chromium slag admixture 300 grams of embodiment 3, adding calcium fly ash 180 grams, industrial waste salt acid 87.7ml and water 62.3ml mix, and make activatory and contain active Cr 3+Admixture.
Embodiment 5
As everyone knows, cement expanded perlite water tolerance extreme difference can not be soaked.The silicate material of this project development contains the chromium admixture and mixes in the cement expanded perlite goods, improves the coefficient of softening of expanded perlite product, has successfully solved the problem (seeing the following analysis report for details) of poor water resistance.
Press pearlstone: flyash: cement=0.5 cubic metre: 18.5 kilograms: 28 kilograms proportioning, mix 10% embodiment 2 admixtures that account for the gross weight of gathering materials then, make free of calcining and steam curing powder coal ash expanding pearlite light holllow building block, the double hole of specification 390 * 190 * 190mm.As follows through economizing quality inspection station detected result:
Test item Mix the admixture detected value
Do apparent density (kg/m 3) 591
Ultimate compression strength (Mpa) 1.8
1.7
Water-intake rate (%) 30.8
Coefficient of softening 0.95
Be known that active silica>80% in the pearlstone, Al 2O 313.6%, SO 30.16%, at grout OH -Can be converted into electronegative strongly hydrophilic micelle in a large amount of alkaline mediums that exist, contained a large amount of Ca are in the concrete process of setting, and generation has strongly hydrophilic and instable ettringite rapidly on the pearlstone surface.Active silica forms electronegative micelle and Al 2O 3, SO 3The ettringite that forms produces hydrophilic expansion rapidly on the pearlstone surface, so cause the cement expanded perlite goods hydrophilic, its water-intake rate is greater than 100%, test block water tolerance extreme difference.Think that according to the study the present invention contains Cr 3+Whole active cations all belong to Lewis acid in the ionic admixture, effect with stable ettringite and active silica, so expanded perlite granule surface is with containing after the processing of chromium admixture, particle surface intensity obviously improves, and the test specimen intensity and the water tolerance of water mixing mud aftershaping improve greatly.And without containing cement expanded perlite lagging material water-intake rate that the chromium admixture handles greater than 100%, the water tolerance extreme difference can not be soaked.
Embodiment 6
The development baking-free ceramicite
Initial research is to utilize the coal ash slag of northern coal heating boiler house discharging, people develop the clay building block of water mixing in a large number, but find building block water-intake rate height (greater than 25%), and water volume big (because the coal ash slag has a large amount of open pores unavoidably to pour into grout) is so promptly wasted cement, increased the unit weight of building block again, water-intake rate is high again, so can not utilization and extention.
In addition, volcanic ash, volcanic cinder, float stone belong to natural aggregate with a large amount of open pores, and industrial discharging abandoned mine slag has a large amount of open pores too, so people attempt to seal open pore for many years, do not have fine solution all the time.
Mix silicate material in this project and contain the chromium admixture, successfully sealed the open pore of boiler ash sediment, make earlier and make that to be the exploratory experiment result after the test block as follows after the unburned pottery material with pearlstone:
Embodiment 2 admixtures that add 10wt% in slag are handled, utilize pearlstone to fill its open pore of sealing, make spherical unburned slag sintered aggregate under the normal temperature, make two groups of test blocks: burn haydites of book structure: slag sintered aggregate=2: 1 (volume ratio) and all compare test with the burning haydites of book structure by following aggregate proportioning.The concrete piece is of a size of 100 * 100 * 100mm.Examining report is as follows.
Test item One group Two groups Blank sample
Burn haydites of book structure: slag sintered aggregate=2: 1 (volume ratio) All with burning haydites of book structure
7 days wet unit weight (kg/m soak 3) 988 ?960 ?870
Unit dry weight (kg/m 3) 891 ?852 ?762
Ultimate compression strength 1.7 ?1.5 ?1.4
Weight water-intake rate mean value 10.8% ?12.7% ?14.2%
The result shows that the slag sintered aggregate performance that is mixed with admixture of the present invention is better than blank sample.
Embodiment 7 makes cement mortar specimen then in the preparation of the ratio in the table 3 cement.
The test specimen numbering Trass cement (gram) Sand (gram) Adding calcium fly ash (gram) Contain chromium admixture (gram) Gypsum (gram) Ultimate compression strength (Mpa) Water-intake rate (%) Test specimen soaked 12 days
Ultimate compression strength (Mpa) Coefficient of softening
?2# 0 ?25 ?100 ?5 ?8 ?5.7 ?5.7 ?24.9 ?0.9
?5# 100 ?25 ?0 ?0 ?0 ?38 ?6.8 ?25.3 ?0.66
?6# 50 ?25 ?50 ?0 ?0 ?32.8 ?3.7 ?19.6 ?0.60
Illustrate: above experiment is at laboratory standard moulding 7.07 * 7.07 * 7.07 mortar specimens, and mark is supported and recorded ultimate compression strength, water-intake rate value in concrete steam box maintenance 72 hours (55 degrees centigrade) after the demoulding in 48 hours.Survey coefficient of softening and should soak 24 hours, change immersion into and recorded above-mentioned experimental data in 12 days.
As seen the 2# test specimen obviously contains the good stabilization of chromium admixture to the ettringite test specimen.
Result's summary
The explanation of above-mentioned model experiment contains harmful activity that the chromium admixture can make above-mentioned activity gather materials and is converted into favorable factor, change active gather materials and grout between interfacial state, thereby improved the water tolerance of building product.The construction industry large-scale popularization is used local material at present, and as flyash, slag, volcanic ash etc., these materials have available activity, mix in cement or the cement products so can be used as active mixed material.But widely used in the market expansive cement, swelling agent all are to utilize the principle (also having some powdered coal ash products) that makes it to generate ettringite, but ettringite exists wetting ability and unstable, might cause the result of buildings poor durability.
The chromium admixture sand that contains of the present invention is applied to cement, concrete etc., can not only save cement, can also improve weather resistance, water-absorbent and the stability of these material of construction.

Claims (10)

1, a kind of additive for building material is characterized in that it is by utilizing flyash to mix the solution of sulfur acid root or chlorine root, according to silicate material: chromium slag or chromium water=0.01~1: 0.05~0.8 mixed, the nontoxic chromium residue that contains that stirs and obtain; Described flyash can be with the mixture of flyash and calcic inorganic materials (for example lime, Wingdale, gypsum, rhombspar), and the ratio of flyash and calcic inorganic materials is 1: 0.1~50; Perhaps flyash with contain magnesian mixtures of material, flyash and the ratio that contains magnesium oxide material are 0.1~1: 0.1~10 replaces; Flyash can be ordinary fly ash, and perhaps aluminosilicate glass material is as volcanic ash, tuff, zeolite, pearlstone, industrial residue, slag; Or moisture silicic acid material, as tripoli, diatomite, opal, siliceous slag, float stone; Or the mineral of trioxygen-containingization two aluminium with and industrial residue; Perhaps clay or chainotte material are as coal gangue etc., the perhaps mixture of one or more arbitrary proportion in them.
2,, be characterised in that further with mineral acid or organic acid or salt of weak acid and carry out activation treatment according to the admixture of claim 1.
3,, be characterised in that mineral acid is selected from phosphoric acid, sulfuric acid and hydrochloric acid according to the admixture of claim 2.
4,, be characterised in that organic acid is selected from oxalic acid, phenylformic acid and oxalic acid according to the admixture of claim 2.
5, a kind of cement is characterized in that it contains the admixture of claim 1 or 2.
6, the cement of claim 5 is characterised in that described cement comprises:
Adding calcium fly ash 15-120 weight part
Claim 1 or 2 admixture 0.5-10 weight part
Gypsum or other 0-10 weight part
Wherein said adding calcium fly ash is that the power station is the sulfur dioxide pollution atmosphere that prevents that coal combustion from producing, and mixes Wingdale and obtain in coal dust, perhaps mixes unslaked lime calcium oxide or the replacement of Wingdale lime carbonate with ordinary fly ash.
7, a kind of composition that is used to make the expanded perlite hollow building block brick comprises:
Pearlstone 40-50 weight part
Portland cement 0-35 weight part
Flyash 15-25 weight part
Claim 1 or 2 admixture 4.5-9 weight part
8, a kind of baking-free ceramicite is characterized in that containing the admixture of claim 1 or 2.
9, claim 1 or 2 admixture are used for building or the purposes of engineering materials such as cement, various concrete, asphalt concrete.
10, claim 1 or 2 admixture are used for the purposes of pitch or bitulith.
CN011444886A 2001-12-19 2001-12-19 Construction material additional agant containing chromium-silicate and construction material containing said additional agent Expired - Fee Related CN1216825C (en)

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CN102259962A (en) * 2011-06-05 2011-11-30 夏刚 Method for treating tannery wastewater by utilizing desulfurized high-calcium fly ash
CN101696095B (en) * 2009-10-24 2012-04-25 王芳 Concrete additive special for gob-side entry retaining support
CN101792279B (en) * 2010-02-08 2012-07-25 徐运海 Formula and preparation process of concrete sulfate resistance agent
CN102001851B (en) * 2009-08-28 2012-08-15 斯富迈材料科技(上海)有限公司 Silicon aluminum plate and preparation method thereof
CN102701628A (en) * 2012-06-07 2012-10-03 同济大学 Cement-based material reinforcing agent and preparation method thereof
CN103979870A (en) * 2014-05-06 2014-08-13 北京凯盛建材工程有限公司 Method for preparing concrete with dry-process detoxified chromium slag as concrete mineral additive
CN104193205A (en) * 2014-08-20 2014-12-10 中国建材检验认证集团股份有限公司 Modified coal gangue and preparation method thereof as well as low-chromium cement and preparation method of low-chromium cement
CN104446611A (en) * 2014-11-12 2015-03-25 安徽福来缘建材有限公司 Heat-insulating and sound-absorbing aerated brick and preparation method thereof
CN105084869A (en) * 2015-08-03 2015-11-25 六安市永发新型建材有限责任公司 Environment-friendly bamboo charcoal sintered brick
CN107382105A (en) * 2017-08-08 2017-11-24 湖南七纬科技有限公司 A kind of green binder materials
CN113816640A (en) * 2021-10-26 2021-12-21 中建西部建设新疆有限公司 Tuff-based composite mineral admixture and preparation method thereof

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CN1301229C (en) * 2005-08-12 2007-02-21 尹燕祥 Dry powder type wall heat-insulating material
CN100360454C (en) * 2006-06-19 2008-01-09 陈飙 Additive of building product, preparation method and application
CN102001851B (en) * 2009-08-28 2012-08-15 斯富迈材料科技(上海)有限公司 Silicon aluminum plate and preparation method thereof
CN101696095B (en) * 2009-10-24 2012-04-25 王芳 Concrete additive special for gob-side entry retaining support
CN101792279B (en) * 2010-02-08 2012-07-25 徐运海 Formula and preparation process of concrete sulfate resistance agent
CN102259962A (en) * 2011-06-05 2011-11-30 夏刚 Method for treating tannery wastewater by utilizing desulfurized high-calcium fly ash
CN102701628A (en) * 2012-06-07 2012-10-03 同济大学 Cement-based material reinforcing agent and preparation method thereof
CN103979870A (en) * 2014-05-06 2014-08-13 北京凯盛建材工程有限公司 Method for preparing concrete with dry-process detoxified chromium slag as concrete mineral additive
CN104193205A (en) * 2014-08-20 2014-12-10 中国建材检验认证集团股份有限公司 Modified coal gangue and preparation method thereof as well as low-chromium cement and preparation method of low-chromium cement
CN104446611A (en) * 2014-11-12 2015-03-25 安徽福来缘建材有限公司 Heat-insulating and sound-absorbing aerated brick and preparation method thereof
CN104446611B (en) * 2014-11-12 2016-06-29 安徽福来缘建材有限公司 A kind of adiabatic sound absorption aerated bricks and preparation method thereof
CN105084869A (en) * 2015-08-03 2015-11-25 六安市永发新型建材有限责任公司 Environment-friendly bamboo charcoal sintered brick
CN107382105A (en) * 2017-08-08 2017-11-24 湖南七纬科技有限公司 A kind of green binder materials
CN107382105B (en) * 2017-08-08 2020-01-07 湖南七纬科技有限公司 Cementing material
CN113816640A (en) * 2021-10-26 2021-12-21 中建西部建设新疆有限公司 Tuff-based composite mineral admixture and preparation method thereof

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