CN104860554B - The composite base material of slag room temperature reconstruct preparation foundation stabilization - Google Patents
The composite base material of slag room temperature reconstruct preparation foundation stabilization Download PDFInfo
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- CN104860554B CN104860554B CN201510234056.8A CN201510234056A CN104860554B CN 104860554 B CN104860554 B CN 104860554B CN 201510234056 A CN201510234056 A CN 201510234056A CN 104860554 B CN104860554 B CN 104860554B
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- slag
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- foundation stabilization
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Abstract
The present invention is the NEW TYPE OF COMPOSITE base material of slag room temperature reconstruct preparation foundation stabilization, belongs to the technical field of basement process in Communication and Transportation Engineering and civil engineering;The NEW TYPE OF COMPOSITE base material of slag room temperature reconstruct preparation foundation stabilization, it is characterised in that: in slag, add metakaolin and Calx, Con trolling index respectively: control SM between 2 ~ 2.4;IM is between 1.2 ~ 1.6, and KH is between 0.9 ~ 0.94, after having configured mixture, according to this water requirement sample preparation, puts into standard curing room, sample preparation.After being reconstructed by slag according to cement proportion, the composition of slag is made up and is supplemented, and is significantly improved in early days in intensity, it is possible to greatly reduce cost.
Description
Technical field
The present invention is the NEW TYPE OF COMPOSITE base material of slag room temperature reconstruct preparation foundation stabilization, is that one utilizes metakaolin, ripe
Calx, a small amount of composite high-early strength water reducer, excite the composite reactive base material of slag at normal temperatures, belong to Communication and Transportation Engineering and building
The technical field of basement process in engineering.
Background technology
Cut-off reaches about 8.3 hundred million tons to crude steel yield in 2012, accounts for about the 50% of Gross World Product.At present, China's slag produces
Amount accounts for the 15~20% of crude steel yield, there are about 100,000,000~1.5 hundred million tons of slags the most every year and produces and output along with crude steel.But
China's steel slag utilization rate, but less than 25%, has big steel slag to be not used the most every year, cause soil to be contaminated, soil micro-
Biota suffers the problems such as destruction, body of groundwater pollution.
Slag is a kind of material with potential gelling, is mainly CaO, SiO in its slag chemical composition2, and on a small quantity
Al2O3, Fe2O3, MnO equal size fluctuating margin bigger;The essential mineral composition of mineralogical composition mainly slag has tricalcium silicate
(C3S), dicalcium silicate (C2S), RO (solid solution that R represents magnesium, ferrum, the oxide of manganese are formed), free lime (free CaO;
F-CaO) etc..Due to C in slag2S accounts for 30~60%, and C3S content is but only less than 20%, and therefore slag hydration rate ratio is general
Logical portland cement is the most many, is usually used to do roadbed filling, aggregate, asphalt aggregate use, and past
Toward not using slag as making Binder Materials use.Inside its reason mainly slag, activity is more difficult ejects, its early water
Change degree is low, shows as early strength low.
On the other hand, existing slag reconfiguration technique is to add to adjust material (aluminum matter, siliceous and calcareous material) in slag,
Make it that chemical reaction at high temperature to occur, absorb f-CaO, and generate active mineral C2S、C3S and C3A etc., improve the gelling of slag
Activity.Existing slag reconfiguration technique specifically includes that front end reconstruct and rear end reconstruct.Front end reconstruct refers under keeping high temperature to steel
Add modulator in slag, slag component is adjusted;Rear end reconstruct refers to mix at normal temperatures modulator, the most at high temperature forges
Cool down after burning a period of time, reach the purpose that slag component is adjusted.Two kinds of reconfiguration techniques can make the slag after reconstruct
Composition is similar to cement, but is directed to hot conditions, relatively costly, is not directly applied for Communication and Transportation Engineering and building work
As soil body firming agent in basement process in journey.Meanwhile, hot conditions reconstruct slag needs to consume substantial amounts of electric energy, heat energy, disappears
Consumption mass energy, to environmental conservation, reduces CO2 emission unfavorable.
From Appropriate application material with given play to material maximum performance angularly under the suitable conditions, need slag
Reconfiguration technique at room temperature excites making up of activity of steel slag.Conventional slag alkali-activator has Gypsum Fibrosum, grog, Calx
With alkali-metal silicate, carbonate or hydroxide etc..Metakaolin is a kind of activity geopolymer, is to be former with Kaolin
Material, the anhydrous aluminium silicate (Al that (600 DEG C~900 DEG C) are formed through dehydration at a proper temperature2O3·2SiO2, AS2).Higher ridge
Soil can be inspired its activity, the most so-called pozzolanic activity, system during kaolin calcined under alkaline environment
Free energy raise, structural stability reduce, Al-O structure occur restructuring thus show activity.In materials'use, often
Needing to add compound additive in material and meet the actually used demand of material, these additives generally have water reducer, morning strong
Agent, air entraining agent etc..
For this present invention with Calx and metakaolin as raw material, with composite high-early strength water reducer as additive, it is suitable to seek
Proportioning, form the compound reconstruct base material that can excite slag under room temperature.
Summary of the invention
Technical problem: be high-temperature reconstruction technology for current slag reconfiguration technique, it is impossible to direct applied in engineering
Problem, will be added in slag containing the metakaolin of activity, and is added thereto to alkali-activator and early strength water-reducing agent, is formed multiple
Close reconstruct base material, reach on chemically composition, to supply slag and the difference on Portland cement, excite the potential gelling of slag
Property, promote slag overall utilization rate, save the energy and reduce the purpose of CO2 emission.
Technical scheme: according to the rate value scope of Portland cement, adds metakaolin and Calx in slag, makes
The chemical composition of mixture is similar in Portland cement.Con trolling index is respectively:
1. silicon rate (Silica Modulus, SM) SM=SiO2/(Al2O3+Fe2O3)
2. aluminum rate (Iron Modulus, IM) IM=Al2O3/Fe2O3
3. lime saturation factor (Lime Saturation Coefficient, KH)
Control SM between 2~2.4;IM is between 1.2~1.6, and KH is between 0.9~0.94.Configure mixture
After, add water sample preparation according to normal consistency water requirement, at standard curing box.
Beneficial effect: after being reconstructed by slag according to cement proportion, the composition of slag is made up and supplements, the most by force
It is significantly improved on degree.Do not add metakaolin, 3 days unconfined compressive strengths of slag of Calx are 0.3MPa, within 7 days, resist without lateral spacing
Compressive Strength is 1.6MPa, and 28 days unconfined compressive strengths are 18.4MPa;And the 3 days non-confining strengths of slag after reconstruct
Degree for 2.5MPa~5.9MPa, 7 days unconfined compressive strengths are 5.4MPa~11.8MPa, and within 28 days, unconfined compressive strength is
19.6~25.4MPa.From the point of view of the change of unconfined compressive strength, the early stage reconstructing slag after mixing metakaolin, Calx is strong
Degree is enhanced, and later strength increase rate is less.Slag after reconstruct can preferably ensure project progress and safety.
Due to the difference of steel manufacturing process, pretreatment of slag technique etc., cause slag difference on composition, therefore
The Activiation method in past tends not to enough be replicated, and does not has same standard.Employing rate value method, reconstructs slag, it is possible to unification goes out
The formula that slag activates in room temperature reconstruct, is a kind of method that can be expanded.
At present, the price of slag is uneven on the market, and test slag used is the product after wet magnetic separation, the market price
It is about 50 yuan/ton.In addition the Calx market price is about 150 yuan/ton, and metakaolin is about 400 yuan/ton, and cement price is about
450 yuan/ton.The slag gone out according to proportion design accounts for 31%, and Calx accounts for 60%, and metakaolin accounts for 9%, then with one ton
Calculate the slag after this reconstruct and be about 138 yuan/ton, although exceed 2.8 times than slag price, but be but only cement valency
The 30% of lattice, it is possible to greatly reduce cost.
Detailed description of the invention
Selection specific surface area is 300m2/ g~500m2Slag between/g, and it is carried out chemical composition test, utilize and survey
Test result compares with cement composition, is added thereto to metakaolin, Calx.Add fashionable, the composition of material after should controlling to mix
Meet cement rate value requirement.Control SM between 2~2.4;IM is between 1.2~1.6, and KH is between 0.9~0.94.The strongest
Water reducer selects SEU type to compound early strength water-reducing agent, and its proportioning is shown in Table 2, and the incorporation of early strength water-reducing agent is 2%.
Example: the slag after selecting Jiaxing Area to carry out wet magnetic separation, its chemical composition is shown in Table 1:
Table 1 slag chemical composition (mass fraction)
CaO | Al2O3 | SiO2 | Fe2O3 | MgO |
49.83~55.46 | 4.77~4.82 | 28.47~34.28 | 10.19~14.17 | 2.17~5.83 |
Table 2 SEU type compounds early strength water-reducing agent match ratio
Material name | Mass ratio | Material name | Mass ratio |
Anhydrous sodium sulfate | 12 | Sodium nitrite | 2 |
NF naphthalene series high-efficiency water-reducing agent | 8 | Wollastonite in powder | 29.4 |
Triethanolamine | 0.6 | Flyash (2 grades) | 48 |
According to the regulation of " steel-making slag powder in cement and concrete " (GB/T20491 2006), slag is passed through
The sieve of 0.9mm, screen over-size is less than 0.5%.Test slag normal consistency water requirement is 0.23, according to this water requirement sample preparation, puts
Enter form removal after standard curing room (20 DEG C, 90% ± 4%) maintenance one day, standard curing to age, survey its 3 days, 7 days and 28 days
Unconfined compressive strength value.Result is as shown in table 2.After result shows to mix metakaolin, Calx and a small amount of early strength water-reducing agent, energy
Enough significantly improve the early strength of slag, promote slag aquation, slag later strength is also had certain contribution simultaneously.3 days intensity
Improve nearly 20 times, and 7 days intensity also improves 7 times, the superiority after embodying incorporation, slag activation effect stimulated.
Table 2 result of the test
Claims (3)
1. the composite base material of slag room temperature reconstruct preparation foundation stabilization, it is characterised in that: in slag, add metakaolin and ripe
Calx, Con trolling index respectively:
Silicon rate SM=SiO2/ (Al2O3+Fe2O3)
Aluminum rate IM=Al2O3/Fe2O3
Lime saturation factor KH
KH=, when IM >=0.64;
KH, when IM is < when 0.64;
Control SM between 2 ~ 2.4;IM is between 1.2 ~ 1.6, and KH is between 0.9 ~ 0.94, and mixes the morning that mass ratio is 2%
Strength water-reducing agent, after having configured mixture, according to this water requirement sample preparation, puts into standard curing room, sample preparation finished product.
The composite base material of slag room temperature the most according to claim 1 reconstruct preparation foundation stabilization, it is characterised in that described
Slag be specific surface area be 300m2/kg~500m2Steel-making slag powder between/kg, slag: Calx: the mass ratio of metakaolin exists
26 ~ 36:55 ~ 64:7 ~ 10.
The composite base material of slag room temperature the most according to claim 1 reconstruct preparation foundation stabilization, it is characterised in that described
Early strength water-reducing agent proportioning is: according to the mass fraction:
Anhydrous sodium sulfate 12 parts, sodium nitrite 2 parts, NF naphthalene series high-efficiency water-reducing agent 8 parts, wollastonite in powder 29.4 parts, triethanolamine 0.6
Part, 2 grades 48 parts of flyash.
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CN105837065B (en) * | 2016-04-21 | 2018-01-16 | 东南大学 | A kind of slag subgrade soils remedy method of fixed absorption heavy metal |
CN106316171A (en) * | 2016-08-05 | 2017-01-11 | 东南大学 | Compound steel slag-based cement used for foundation reinforcement and soil mass improvement |
EP3551406B8 (en) * | 2016-12-09 | 2023-10-04 | Carbicrete Inc. | Landscaping product and method of production thereof |
CN110590253A (en) * | 2019-09-19 | 2019-12-20 | 东南大学 | Preparation and filling method of steel slag composite base material for modified expansive soil roadbed |
CN113698167B (en) * | 2021-08-31 | 2022-12-13 | 东南大学 | Soft foundation reinforced composite base material and method for preparing soft foundation reinforced composite base material by multi-type solid waste normal-temperature recombination |
CN114950119B (en) * | 2022-07-26 | 2022-11-29 | 苏州博纽强新材料科技有限公司 | Method for decarbonizing industrial flue gas and preparing steel slag concrete cooperatively and obtained product |
CN115324027A (en) * | 2022-08-25 | 2022-11-11 | 湖南大学 | Steel slag gravel pile and construction method thereof |
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CN101560578B (en) * | 2009-05-19 | 2011-05-18 | 华南理工大学 | Performance adjustment material for activating steel slag at high temperature and application thereof |
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