CN1257845A - Process for preparing cement by wet grinding of waste slags - Google Patents
Process for preparing cement by wet grinding of waste slags Download PDFInfo
- Publication number
- CN1257845A CN1257845A CN99120623A CN99120623A CN1257845A CN 1257845 A CN1257845 A CN 1257845A CN 99120623 A CN99120623 A CN 99120623A CN 99120623 A CN99120623 A CN 99120623A CN 1257845 A CN1257845 A CN 1257845A
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- China
- Prior art keywords
- cement
- slip
- wet
- proportioning
- waste residue
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Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
A process for preparing cement by wet grinding of waste slags features that wet flyash and wet slags are mixed, gypsum and wet ash are mixed, and both mixtures is mixed with ordinary cement and then wet-ground to obtain cement grout with high early strength, which is in-situ used for cement concrete (mortar). Its advantages are high efficiency, no dust generation, low noise, and high strength.
Description
The present invention relates to a kind of technology of preparing of cement with little clinker.
Wet row's industrial residue just is directly used in manufacture of cement without baking operation, and for the cement with little clinker that residue doping quantity is higher than 50%, the great of its meaning is conspicuous.This class technology has been seen disclosed " method for making non-clinker cement by wet-milling flyash and goods thereof " (application number 94111221.7 publication number CN1105344A call prior art 1 in the following text) that have at present; " wet process for producing flyash cement " (application number 94116979.0 publication number CN1121057A call prior art 2 in the following text).Prior art 1 is with ball mill the wet-milling coal to be worn into fineness 4900 holes/cm
2Square sieve tails over＜and 5%, the coal ash pulp of moisture＞70% dewaters naturally to moisture＜20%, and is milled down to above-mentioned fineness calcium lime powder (20-35%) with the ball mill dry method respectively, and terra alba (4-5%) mixes 275# cement; Prior art 2 be with wet fly-ash with through broken unslaked lime (20-50%) in giving balancing reservoir mummification 16-30 hour, add semi-hydrated gypsum (1-5%) cement or grog (0-160%) then and be milled down to the 0.1-0.001 micron with ball mill and form cement of low index.Clearly, prior art 1.2 only is that with the difference of traditional nothing (lacking) cement clinker production technology the formation of wet fly-ash dehydration is different, and the essence of its Technology is the same: finished cement all is 3 days very low powdery cement of low index of intensity; The dehydration procedure that all has the wet-milling coal, raw material or cement still are traditional dry method grinding; All do not significantly improve the active technical measures of cement early hydration.As everyone knows, this class cement exists setting and harden slow, and the early strength low normal temp is long curing cycle, and operating efficiency is low, and the dust noise pollution is serious, shortcomings such as comprehensive benefit difference.
The grinding technology of existing cement with little clinker still is the dry method grinding.As for disclosed " cement wet grinching method by vibration mill " (application number 92105378.9 publication number 1067941A call prior art 3 in the following text) at present.Because prior art 3 is be exclusively used in slip casting cement levigate, and be not suitable for being used for cement by wet grinding of waste slags, because the particle bodyweight difference is big between each component of waste residue cement, grout viscosity high workability is poor, the wet method vibratory milling influence cement homogeneous quality difference and mill efficiency low, so do not adopt this method.
The objective of the invention is to overcome the shortcoming of above-mentioned prior art, provide a kind of high volume to utilize various wet waste residues, the preparation method of no dust, lower noise, few grog waste residue cement that the production early strength is high.
The present invention is achieved in that and earlier wet fly-ash and wet granulated blast-furnace slag is proportioned; add water wet-milling fineness and be 80 microns square hole sieves to tail over＜3%; the slip of moisture＜35% waste residue; store for future use; gypsum and wet lime paste preparation slag proportion; add the water wet-milling become fineness be 80 microns square hole sieves tail over＜6% moisture＜35% excite slip; store for future use; then above-mentioned two kinds of slips are added or are not added Portland cement and proportion, add the water wet-milling become fineness be 45 microns square hole sieves tail over＜10%, water cement ratio≤0.5.SO
3Content is higher than conventional 0.5-1.0%, and 3 days intensity are higher than the cement by wet grinding of waste slags slurry of 28 days index value 35%, adds an amount of admixture according to the cement applications needs going out ground.
The present invention presses the siccative weight percent meter; the proportioning of waste residue slip is flyash 30-80%; granulated blast-furnace slag 20-70%; the proportioning that excites slip is gypsum 25-80%; lime paste preparation slag 20-75%; the proportioning of grout is waste residue slip 40-80%, excites slip 10-20%, Portland cement 5-40%.
The present invention is applicable to and produces the material proportioning that the flyash concrete high-quality is mixed the cement by wet grinding of waste slags slurry that contains material; press the siccative weight percent meter; the proportioning of waste residue slip is flyash 60-80%; granulated blast-furnace slag 20-40%; the proportioning that excites slip is gypsum 25-40%; lime paste preparation slag 60-75%, the composition and division in a proportion of grout is waste residue slip 85-95%, excites slip 5-15% admixture 0-1%.
Waste residue slip and excite the storage time of slip should not be above 30 hours.
The granulated blast-furnace slag that the present invention is used, the 35-60% in its volume can be by granulation electric furnace phosphoric slag or granulation ferrochrome slag or the replacement of wet shrend slag.
The used gypsum of the present invention can by through evidence to industry such as the harmless phosphogypsum of cement performance, salted hide gypsum pay product gypsum or anhydrite, calcined gypsum partly or entirely replaces.
The used raw-material requirement of the present invention
1, gypsum and anhydrite should meet the regulation of GB5483.
2, active addition should meet GB1596 flyash (moisture＜35%), GB203 granulated blast-furnace slag, GB6645 granulation electric furnace phosphoric slag, J C417 granulation ferrochrome slag, the regulation of YB/T022 shrend slag.
3, lime paste preparation slag, the not slaking residue when being equipped with the paring stone emplaster with the lime paste preparation legal system is called the lime paste preparation slag, and its main ingredient is Wingdale, waste fuel, slaked lime and water.The building lime that lime paste preparation is used should meet the regulation of GB1594.Staging life, must be more than 7 days after the lime paste preparation slag went out the pond.
4, Portland cement should meet the 425 labels regulation among the GB175.
5, admixture should meet the GB8075 regulation.
The product technology standard of the present invention and the method for inspection, the waste residue admixture total amount or certain mixing material addition content that remove than the existing standard regulation improve more than 10% cement SO
3Content improves 0.5-1.0%, the cement fineness check with sieve change into 7 days intensity of 45 microns square hole sieves, check change into 3 days intensity promptly 35% outer all the other index requests of 28 days index value and the method for inspection all by corresponding existing country or the execution of industry standard regulation.
The present invention has significant advantage and outstanding effect compared with the prior art.
1, improved the early strength of waste residue cement, improved 30-150% than 3 days ultimate compression strength relative values of prior art.Its mechanism can be found out from a series of technical measures of the present invention: common ultra-fine wet-milling＜10 microns grating content height, the fresh reactant area increases, the physics chemical action of water medium, the good effect that the compounding ingredient wet-milling impels wood property " to have complementary advantages; maximize favourable factors and minimize unfavourable ones ", height is mixed the capacity compound activator, all will make the C that participates in the early hydration reaction
3S, C
3A, unbodied SiO
2, AI
2O
3, Ca (OH)
2, CASO
4, CACO
3Quantity increases, and reaction is accelerated, and suitable pH value has promoted the CSH ettringite, and growth, the growth of hydrated products such as carbon calcium aluminate cause the early strong raising of cement.
2, improved the mill efficiency of waste residue cement, during same fineness, mill hourly output improves 30-50% than prior art.This is because wet-milling, water medium are the hard agent dispersion agent of falling of cement solids component, " corrosion " agent, the grinding element skinning that air dielectric occurs when eliminating dry grinding, fine powder material conglomeration, the factor of sticking with paste mill, cushioning and being taken away etc. unfavorable superfine pulverizing too early by " wind ".
3, improve environmental benefit, obtained outstanding smoke and dust treatment effect.In Cement Production, thoroughly eliminated the harm of flue dust in the application process, do not discharge any " three wastes " yet and accomplish sharp useless effect 100%.
4, the resource and the energy have been saved.The mill efficiency height, the power consumption of corresponding reduction grinding; Reduce utility appliance power consumptions such as conveyings, dedusting, also saved the waste residue energy consumption of dewatering, so total energy consumption can reduce 20-40%; The waste water that has utilized waste residue to bring into has been saved the Cement Concrete mixing water, and the conserve water total resources can reach half of cement output.In addition, height is mixed the also corresponding natural resource such as Wingdale, gypsum and clay of having saved of waste residue.
The present invention is applicable to the low heat cement that water conservancy project is used, the general and cement special that road foundation is used with cement, industry and covil construction, concrete member, concrete building block, the transformation of the produce in situ of the universal or special cement that Commercial Concrete is used and outskirts of a town small cement plant.
The present invention will be described below in conjunction with embodiment
Among the following embodiment of the present invention, the siccative weight percent meter is pressed in the cooperation of material; The waste residue slip excites slip to be called for short slip; 80 microns square hole sieves of the fineness of slip tail over % and are called for short slip fineness %; 45 microns square hole sieves of the fineness of grout tail over % and are called for short grout fineness %; The ratio % of 3 days observed strength values of strength of cement value (MPa) and 28 days index value is called for short 3 days intensity rate %
Example 1 wet-milling pulverized fuel ash cement (general cement GB1344)
Waste residue slip proportioning is a flyash 60%, granulated blast-furnace slag 40%, slip fineness 2%, moisture 33%; The proportioning that excites slip is a gypsum 60%, lime paste preparation slag 40%, slip fineness 5%, moisture 32%; The proportioning of grout is that waste residue slip 60% excites slip 12%, Portland cement 28%, and wooden calcium 0.3%, the fineness of grout is 8%, water cement ratio 0.46, cement contains SO
33.7% (convention amount 2.8%), 3 days 12.8,28 days 36.2 (No. 326 cement of standard code 7 days 15.0,28 days 32.5) 3 days intensity rates 39% of compression strength value (MPa).
Example 2 wet-milling flyash are thorough build cement (cement special, GB3183).
The proportioning of waste residue slip is a flyash 80%, granulated blast-furnace slag 20%, and the fineness of slip is 2%; moisture 35%, the proportioning that excites slip are gypsum 40%, lime paste preparation slag 60%; the fineness of slip is 5%; moisture 34%, the proportioning of grout is a waste residue slip 75%, excites slip 20%; Portland cement 5%; the fineness of grout is 8%, water cement ratio 0.50, and cement contains SO
33.8% (convention amount 3%) ultimate compression strength (MPa) 3 days 6.6,28 days 19.8 (standard code be No. 175 cement 7 days 8,28 days 17.5), strength ratio 37.7% in 3 days.
Example 3 wet-milling low-heat slag cement (characteristic cement, GB200)
The proportioning of waste residue slip is a flyash 40%, granulated blast-furnace slag 60%, and the fineness of slip is 2.8%; moisture 34%; the proportioning that excites slip is a gypsum 65%, lime paste preparation slag 35%, and the fineness of slip is 5.5%; the proportioning of moisture 33% grout is a waste residue slip 65%; excite slip 10%, Portland cement 25%, the fineness of grout is 9%; water cement ratio 0.47, cement contains SO
33.6%%, (convention amount 2.5), 3 days 12.2,28 days 35.3 (No. 325 cement of standard code 7 days 14.0,28 days 32.5) 3 days strength ratios 37.5% of ultimate compression strength (MPa), hydration heat (KJ/Kg) 3 days 180,7 days 224.
Example 4, wet-milling flyash concrete high-quality adulterant (with reference to GBJ146)
The proportioning of waste residue slip is a flyash 80%, granulated blast-furnace slag 20%, and the fineness of slip is 2.5%; moisture 31%; the proportioning that excites slip is a gypsum 25%, lime paste preparation slag 75%, and the fineness of slip is 5.8%; moisture 32%; the proportioning of grout is a waste residue slip 94%, excites slip 6%, and the fineness of grout is 9.8%; water cement ratio 0.48, cement SO
3Content 2.4%, loss on ignition 4.8% (comprise and drench cindery Wingdale, the hydrate combination water, useful and harmless) water demand ratio 94%, finish and close the quality grade that meets 1 grade of ash, strength ratio was higher than flyash 15% in concrete 28 days
Claims (3)
1, a kind of preparation method of cement by wet grinding of waste slags; it is characterized in that earlier wet fly-ash and wet granulated blast-furnace slag being proportioned; add the water wet-milling become fineness be 80 microns square hole sieves tail over＜3%, the waste residue slip of moisture＜3.5%; gypsum and wet lime paste preparation slag proportion; add the water wet-milling become fineness be 80 microns square hole sieves tail over＜6%; moisture＜35% excite slip; then above-mentioned two kinds of slips being added or do not add Portland cement proportions; add water mill become fineness be 45 microns square hole sieves tail over＜10%; water cement ratio≤0.5, SO
3Content is higher than conventional 0.5-1%, and 3 days intensity are higher than the cement by wet grinding of waste slags slurry of 28 days index value 35%.
2, the preparation method of cement by wet grinding of waste slags according to claim 1; it is characterized in that by the siccative weight percent meter; the proportioning of waste residue slip is flyash 30-80%; granulated blast-furnace slag 20-70%; the proportioning that excites slip is gypsum 25-80%, lime paste preparation slag 20-75%, and the proportioning of grout is waste residue slip 40-80%; excite slip 10-20%, Portland cement 5-40%.
3, the preparation method of cement by wet grinding of waste slags according to claim 1; it is characterized in that by the siccative weight percent meter; the proportioning of waste residue slip is flyash 60-80%; granulated blast-furnace slag 20-40%; the proportioning that excites slip is gypsum 25-40%; lime paste preparation slag 60-75%, the proportioning of grout is waste residue slip 85-95%, excites slip 5-15%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN99120623A CN1101790C (en) | 1999-12-13 | 1999-12-13 | Process for preparing cement by wet grinding of waste slags |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN99120623A CN1101790C (en) | 1999-12-13 | 1999-12-13 | Process for preparing cement by wet grinding of waste slags |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1257845A true CN1257845A (en) | 2000-06-28 |
| CN1101790C CN1101790C (en) | 2003-02-19 |
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ID=5281590
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN99120623A Expired - Fee Related CN1101790C (en) | 1999-12-13 | 1999-12-13 | Process for preparing cement by wet grinding of waste slags |
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| Country | Link |
|---|---|
| CN (1) | CN1101790C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004058662A1 (en) * | 2002-12-24 | 2004-07-15 | Tsinghua University | A two-component wet cement, process and application thereof |
| CN102219404A (en) * | 2011-03-29 | 2011-10-19 | 许兴康 | Preparation method of ultrafine slag slurry |
| CN102241486A (en) * | 2011-03-29 | 2011-11-16 | 许兴康 | Cement mortar fast grinding method |
| CN105753412A (en) * | 2016-03-08 | 2016-07-13 | 湖北工业大学 | Preparation method of low-energy-consumption low-concrete-consumption concrete |
| CN111517683A (en) * | 2020-05-27 | 2020-08-11 | 山东永正水泥有限公司 | Cement for cast-in-place pile and preparation method thereof |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1105344A (en) * | 1994-01-13 | 1995-07-19 | 连云港市建筑工程研究所 | Method for making non-clinker cement by wet-milling flyash and product thereof |
| CN1046257C (en) * | 1994-10-21 | 1999-11-10 | 北京科技大学 | Wet process for producing flyash cement |
-
1999
- 1999-12-13 CN CN99120623A patent/CN1101790C/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004058662A1 (en) * | 2002-12-24 | 2004-07-15 | Tsinghua University | A two-component wet cement, process and application thereof |
| AU2003296202B2 (en) * | 2002-12-24 | 2008-04-03 | Sino Silicon, Inc. | Sialite Binary Wet Cement, its Preparation Method and Usage Method |
| US7708825B2 (en) | 2002-12-24 | 2010-05-04 | Tsinghua University | Sialite binary wet cement, its production method and usage method |
| CN102219404A (en) * | 2011-03-29 | 2011-10-19 | 许兴康 | Preparation method of ultrafine slag slurry |
| CN102241486A (en) * | 2011-03-29 | 2011-11-16 | 许兴康 | Cement mortar fast grinding method |
| CN105753412A (en) * | 2016-03-08 | 2016-07-13 | 湖北工业大学 | Preparation method of low-energy-consumption low-concrete-consumption concrete |
| CN105753412B (en) * | 2016-03-08 | 2018-03-20 | 湖北工业大学 | A kind of preparation method of the low concrete of low energy consumption, cement consumption |
| CN111517683A (en) * | 2020-05-27 | 2020-08-11 | 山东永正水泥有限公司 | Cement for cast-in-place pile and preparation method thereof |
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| Publication number | Publication date |
|---|---|
| CN1101790C (en) | 2003-02-19 |
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