CN1185178C - Composite low-heat-release high-active superfine powder concrete admixture and making method thereof - Google Patents
Composite low-heat-release high-active superfine powder concrete admixture and making method thereof Download PDFInfo
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- CN1185178C CN1185178C CNB021256314A CN02125631A CN1185178C CN 1185178 C CN1185178 C CN 1185178C CN B021256314 A CNB021256314 A CN B021256314A CN 02125631 A CN02125631 A CN 02125631A CN 1185178 C CN1185178 C CN 1185178C
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- slag
- heat
- superfine powder
- concrete
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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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
- C04B40/0042—Powdery mixtures
-
- 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
The present invention relates to a compound low-heat-release high-activity superfine powder admixture for concrete, manufacturing methods and performance inspection methods thereof. The compound low-heat-release high-activity superfine powder admixture is compounded from at least two kinds of waste slag from steel slag, fly ash, granulated blast-furnace slag and phosphorous slag, and a small amount of gypsum. The compound low-heat-release high-activity superfine powder admixture is compounded from 50 to 95 wt% of steel slag and 5 to 50 wt% of fly ash; otherwise, the compound low-heat-release high-activity superfine powder admixture is compounded from 15 to 85 wt% of steel slag, 10 to 80 wt% of granulated blast-furnace slag, 5 to 50 wt% of fly ash and 0 to 5 wt% of gypsum; otherwise, the compound low-heat-release high-activity superfine powder admixture is compounded from 15 to 85 wt% of steel slag, 10 to 80 wt% of phosphorous slag, 5 to 50 wt% of fly ash and 0 to 5 wt% of gypsum. The compound low-heat-release high-activity superfine powder admixture has the following properties: the specific surface area is at least 400m<2>/kg, the uniformity index is at least 80 wt%, the activity index is at least 75%(strength percentage), and the fluidity ratio is at least 95%. When incorporated in cement for replacing 30% of the cement, the compound low-heat-release high-activity superfine powder admixture decreases the hydration heat release amount of the cementing material by more than 20% after three days and decreases the hydration heat release amount by more than 15% after seven days. The compound low-heat-release high-activity superfine powder admixture is compounded by one of the following three methods: (1) all the raw materials are independently milled into powder until the specific surface area is at least 400m<2>/kg, and then evenly mixed according to the given proportion; (2) all the raw materials are independently milled into powder until the specific surface area.
Description
Technical field
The present invention is concrete low-heat-release high-active adulterant and the manufacture method thereof that a kind of usefulness is no less than two kinds of compound manufacturings of ground industrial slag, and industrial residue wherein comprises slag, flyash, slag, phosphorus slag.The concrete material field that relates to building material industry.
Background technology
Technology related to the present invention has following:
(1) ultrafine slag powder is as the mineral admixture of high performance concrete, and this product and technology at home and abroad all are used widely, has worked out national standard.The specific surface area of slag powders is greater than 300m
2/ kg.Ultrafine slag powder is active high, is present best concrete admixture.But the subject matter of this product is: at first, scoriaceous utilization ratio is very high, and quantity is not enough, other trade waste need be developed; Secondly, it is less that the admixture ultrafine slag powder reduces amplitude to seven days temperature rise of concrete, and the effect of using in mass concretes such as dam is also not ideal; Moreover, mix the concrete flowability of slag powders and improve not obvious.
(2) flyash is as concrete admixture and cement additive, and widespread use has had national standard, and flyash is fallen into three classes.Flyash can improve the flowability of fresh concrete, but reduces concrete intensity, so the permission volume of flyash is lower.
(3) with flyash and the compound concrete admixture of making of slag powders, produced in small quantities and application have been arranged.The specific surface area of composite powder is greater than 400m
2/ kg.
(4) adopt slag to prepare dross slag cement as cement additive.With these steel slag particles and the common grinding of cement clinker, slag and gypsum, reach specific surface area 350m
2/ kg makes cement.Wherein the part by weight of each component is: slag 〉=30%, and slag+slag 〉=60%, gypsum about 5%, all the other are Portland clinker.The strength of cement of making is divided into 325 and 425 two labels.And worked out the dross slag cement standard.In addition, with slag and scoriaceous ratio and addition content change, and add various exciting agents, make various slag and the scoriaceous cement of containing, strength mark can reach 325,425 and 525.But, owing to slag and the common grinding of cement clinker in this class cement, do not controlled for slag and scoriaceous fineness, slag and scoriaceous actual particle are thick excessively in cement, and slag and scoriaceous activity do not obtain performance, cause strength of cement low.The cement and the national standard of admixture exciting agent conflict, and market is difficult to approval.
(5) with levigate cement additive and the concrete admixture made of slag, the specific surface area of steel-making slag powder is at 300m during as cement additive
2More than/the kg, the specific surface area of steel-making slag powder is at 400m during as concrete admixture
2More than/the kg.Slag is during separately as concrete admixture, owing to be ground into micron order from millimetre-sized particulate state, particle shape is good inadequately, cause concrete mobile improve not obvious.
Above technology has been represented the on going result aspect cement mixture and concrete admixture product.
Summary of the invention
The objective of the invention is to make a kind of concrete admixture that has high reactivity and low hydration heat simultaneously.This concrete admixture can mix in the concrete in a large number, can increase concrete flowability under the prerequisite of proof strength performance, reduce concrete thermal insulation warming.This concrete admixture production cost is low, and specific surface area is big, and is active high, can replace 10%～80% cement in concrete, reduces the concrete manufacturing cost.The concrete admixture of high reactivity of the present invention and low hydration heat can be applied to normal concrete, pump concrete, Cracking of High Flowing Concrete, mass concrete and roller compacted concrete.
Particular content of the present invention is as follows:
1. raw material adopts be no less than two kinds in the following industrial residue: slag, flyash, granulated blast-furnace slag, phosphorus slag, gypsum.Proportioning of the present invention is:
Slag 10-95%
Flyash 5-50%
Compound material 0-80%
Wherein said compound material be granulated blast-furnace slag with as the gypsum of exciting agent or phosphorus slag and as the mixture of the gypsum of exciting agent.Wherein count by weight percentage and be slag 10～95%, flyash 5～50%, granulated blast-furnace slag 0～80%; phosphorus slag 0～50%; gypsum 0-5%, wherein the quality parameter of flyash is not less than the index of the second class powered coal ash of national Specification, the basicity factor of slag 〉=2.0.Proportioning of the present invention is when need not compound material: slag 50～95%, and flyash 5～50%, composite portion flyash can reduce hydration heat in slag, can improve concrete flowability simultaneously, is easy to construction; Proportioning of the present invention is when compound material is the mixture of granulated blast-furnace slag and gypsum: slag 15～85%, granulated blast-furnace slag 10～80%, flyash 5～50%, gypsum 0～5%, the activity that adds granulated blast-furnace slag raising composite blend, the activity of adding gypsum activation granulated blast-furnace slag; Proportioning of the present invention is when compound material is the mixture of phosphorus slag and gypsum: slag 15～85%, phosphorus slag 10～80%, flyash 5～50%, gypsum 0～5%, the activity that adds phosphorus slag raising composite blend adds gypsum the vitreum in the phosphorus slag is excited.
2. the manufacture method of adulterant of the present invention is with described raw material grinding, is mixed to specific surface area 〉=400m
2/ kg, particle diameter less than the granule content of 50 μ m greater than 80% (weight), adulterant evenness index 〉=80% (weight).Above-mentioned grinding, mixing can be the independent grinding of each raw material to specific surface area 〉=400m
2Greater than 80% (weight), remix is evenly to evenness index 〉=80% (weight) less than the granule content of 50 μ m for/kg, particle diameter; Also can be the independent grinding of each raw material to specific surface area 〉=200m
2/ kg, particle diameter less than the granule content of 80 μ m greater than 30% (weight), again according to cooperating mixed, then with the mixture grinding to specific surface area 400m
2/ kg, particle diameter are less than granule content 〉=80% (weight) of 50 μ m, and evenness index reaches 〉=80% (weight); Also can be with each raw material separated pulverizing to diameter less than 50mm, according to cooperating mixed, then the mixture grinding is reached specific surface area 〉=400m
2/ kg, particle diameter less than the granule content of 50 μ m greater than 80% (weight) and evenness index 〉=80% (weight).
3. the performance of composite low-heat-release high-active superfine powder concrete admixture and quality index are as follows: specific surface area 〉=400m
2/ kg, evenness index 〉=80% (weight), activity index 〉=75% (intensity rate), degree of mobilization is than 〉=95%, mix in the cement 3 days aquation thermal discharges of gelling material are reduced more than 20%, the aquation thermal discharge reduced more than 15% in 7 days, pressed that to steam stability qualified.Wherein the test evaluation method of each index adopts following method:
Evenness index: respectively get a sample at three positions of stacking with a collection of product or pack, with the SiO in three samples of chemical gauging
2Content is obtained the SiO of three samples
2Content mean value.Evenness index by with the SiO of the maximum sample of mean value difference
2Content and SiO
2Content mean value is obtained:
Activity index: test according to GB 12957-1991 " as the industrial residue activity test method of cement additive ", represent with the ratio of 28 days the ultimate compression strength of silicate cement of 28 days the ultimate compression strength of mixture of the silicate cement of compound highly active mineral admixture of 30% (weight) and 70% (weight), 52.5 strength grades and pure 52.5 strength grades.That is:
Degree of mobilization ratio: the method according to GB/T 2419-1994 is measured flow of cement mortar, and mixes the expression recently of degree of mobilization and the degree of mobilization of the silicate cement of 52.5 strength grades of not mixing compound highly active mineral admixture after the 30% compound highly active mineral admixture in the silicate cement with 52.5 strength grades.That is:
The hydration heat amount is used with reference to the measuring method of hydration heat in the national standard of moderate-heat portland cement and low heat portland blast-furnace-slag cement and is measured.The hydration heat amount that hydration heat amount reduced rate usefulness is mixed after the 30% compound highly active mineral admixture is represented with the ratio of the hydration heat amount of the moderate-heat portland cement of 52.5 strength grades of not mixing compound highly active mineral admixture:
Press and steam stability: in the silicate cement of 52.5 strength grades, behind the admixture 30% composite low-heat-release high-active adulterant, meet the requirement of national standard " GB/T 750-1992 Autoclave method for soundness of portland cement " regulation.
4. the scope of application of composite low-heat-release high-active concrete admixture: can be used for normal concrete, pump concrete, Cracking of High Flowing Concrete, mass concrete that the preparation strength grade is C20～C80.The method of admixture composite low-heat-release high-active adulterant concrete batching: " common concrete proportioning technical stipulation " that mix proportion is calculated according to country carries out, when the normal concrete of preparation normality, pump concrete, Cracking of High Flowing Concrete, mass concrete, the quantity of admixture composite low-heat-release high-active adulterant accounts for gelling material gross weight 10～65%.When preparing the mass concrete that rolls, the quantity of admixture composite low-heat-release high-active adulterant accounts for gelling material gross weight 30～80%.The kind of admixture and usage quantity are identical when not mixing the composite low-heat-release high-active adulterant, and all the other technologies needn't be changed.
Advantages such as composite low-heat-release high-active adulterant proposed by the invention has the active height of hydration reaction, the concrete production cost is low, concrete performance is good.The highly active ground steel slag of admixture part is as the adulterant concrete batching, can save cement, reduce the concrete cost, reduce concrete hydration heat temperature rise, guarantee early age strength of concrete, improve later strength, increase concrete corrosion resistance, the cracking that reduces concrete thermal insulation warming and cause therefrom improves concrete durability.
Specific embodiment:
(1) steel-making slag powder is broken to less than 6mm, according to weight ratio: slag 70%, first level flour coal ash 30% mixes, and common grinding is to specific surface area 510m
2/ kg makes composite blend.Wherein the basicity factor of slag is 3.05.The evenness index 0.94 (weight) of product, activity index 0.82 (strength ratio), degree of mobilization is than 29%, 7 day aquation thermal discharge of 1.07,3 days aquation thermal discharge reduced rates reduced rate 21%.
Adopt 52.5 silicate cements, the composite superplasticizer addition content accounts for 0.7% of gelling material gross weight, is mixed with concrete, concrete composition and performance such as following table:
| Concrete mix (kg/m 3) | The slump (cm) | Time of coagulation (h:min) | Ultimate compression strength (MPa) | ||||||||
| Cement | Composite blend | Water | Sand | Stone | Initially | 1 hour | Initial set | Final set | 7 days | 28 days | 90 days |
| 410 | 0 | 188 | 850 | 1017 | 21.5 | 8.6 | 8:25 | 12:10 | 26.6 | 41.3 | 46.9 |
| 287 | 123 | 172 | 851 | 1019 | 22.2 | 19.0 | 10:45 | 16:35 | 25.9 | 40.4 | 47.3 |
(2) be that 3.05 steel-making slag powder is broken to less than 10mm with basicity factor; terra alba is broken to less than 10mm; slag, granulated blast-furnace slag, flyash, gypsum are mixed according to the weight ratio in the following table; common grinding is to specific surface area such as following table; make composite blend, the performance of these composite blends is listed in the table below.
| Numbering | The composite blend proportioning raw materials | The composite blend performance | |||||||||
| Slag | Slag | Flyash | Gypsum | Specific surface area | Evenness index | Activity index | The degree of mobilization ratio | Hydration heat amount reduced rate | Press and steam stability | ||
| 3 days | 7 days | ||||||||||
| A | 25％ | 57％ | 15％ | 3％ | 436m 2/kg | 0.92 | 0.84 | 1.02 | 25％ | 17％ | Qualified |
| B | 30％ | 30％ | 30％ | 0％ | 478m 2/kg | 0.93 | 0.84 | 1.04 | 27％ | 19％ | Qualified |
| C | 40％ | 30％ | 28％ | 2％ | 465m 2/kg | 0.93 | 0.84 | 1.04 | 27％ | 19％ | Qualified |
| D | 50％ | 15％ | 35％ | 0％ | 455m 2/kg | 0.92 | 0.84 | 1.05 | 28％ | 21％ | Qualified |
| E | 65％ | 20％ | 15％ | 0％ | 485m 2/kg | 0.94 | 0.84 | 1.01 | 28％ | 20％ | Qualified |
Be numbered composite blend and strength grade 52.5 silicate cements of A, C, E in the employing in the table, the composite superplasticizer addition content accounts for 0.7% of gelling material gross weight, is mixed with concrete, concrete composition and performance such as following table:
| Concrete mix (kg/m 3) | The slump (cm) | Time of coagulation (h:min) | Ultimate compression strength (MPa) | |||||||||
| Cement | Composite blend | Water | Sand | Stone | Initially | 1 hour | Initial set | Final set | 7 days | 28 days | 90 days | |
| Kind | Quantity | |||||||||||
| 288 | A | 192 | 182 | 715 | 1030 | 9.2 | 7.6 | 7:20 | 11:50 | 49.2 | 56.6 | 65.5 |
| 168 | A | 112 | 143 | 711 | 1266 | 6.5 | 4.6 | 8:15 | 10:25 | 18.8 | 26.4 | 38.6 |
| 520 | C | 0 | 190 | 626 | 1113 | 7.8 | 5.3 | 7:25 | 9:10 | 66.9 | 71.4 | 75.1 |
| 312 | C | 208 | 190 | 626 | 1113 | 11.2 | 10.0 | 8:45 | 11:35 | 57.4 | 68.4 | 73.8 |
| 310 | E | 0 | 152 | 733 | 1196 | 7.5 | 4.5 | 8:05 | 10:20 | 33.3 | 47.4 | 52.2 |
| 186 | E | 124 | 144 | 734 | 1198 | 8.3 | 7.2 | 9:25 | 12:10 | 30.1 | 45.1 | 51.7 |
(3) be that 2.60 slag crushing, grinding are to specific surface area 220m with basicity factor
2/ kg is milled to specific surface area 280m with GBFS
2/ kg, the specific surface area of first level flour coal ash is 390m
2/ kg.According to weight ratio: slag fine powder 20%, granulated blast-furnace slag fine powder 62%, first level flour coal ash 15%, particle diameter is less than 5 millimeters dihydrate gypsum 3%, and common grinding is to specific surface area 438m
2/ kg makes composite blend.The evenness index 0.91 (weight) of product, activity index 0.88 (strength ratio), degree of mobilization is than 24%, 7 day aquation thermal discharge of 1.03,3 days aquation thermal discharge reduced rates reduced rate 17%.
Adopt 42.5 ordinary Portland cements, the composite superplasticizer addition content accounts for 0.7% of gelling material gross weight, is mixed with concrete, concrete composition and performance such as following table:
| Concrete mix (kg/m 3) | The slump (cm) | Time of coagulation (h:min) | Ultimate compression strength (MPa) | ||||||||
| Cement | Composite blend | Water | Sand | Stone | Initially | 1 hour | Initial set | Final set | 7 days | 28 days | 90 days |
| 240 | 240 | 174 | 783 | 967 | 22.2 | 20.5 | 9:10 | 13:05 | 38.3 | 54.2 | 63.5 |
| 228 | 152 | 163 | 820 | 1087 | 20.3 | 18.3 | 10:15 | 14:25 | 33.1 | 47.8 | 57.8 |
(4) be that 2.54 slag crushing, grinding are to specific surface area 200m with basicity factor
2/ kg is milled to specific surface area 260m with phosphorus slag powder
2/ kg, the specific surface area of first level flour coal ash is 390m
2/ kg.According to weight ratio: slag fine powder 30%, phosphorus slag fine powder 55%, first level flour coal ash 12%, particle diameter is less than 5 millimeters anhydrite 3%, and common grinding is to specific surface area 502m
2/ kg makes composite blend.The evenness index 0.92 (weight) of product, activity index 0.83 (strength ratio), degree of mobilization is than 23%, 7 day aquation thermal discharge of 1.02,3 days aquation thermal discharge reduced rates reduced rate 17%.
Adopt 52.5 silicate cements, the composite superplasticizer addition content accounts for 0.7% of gelling material gross weight, is mixed with concrete, concrete composition and performance such as following table:
| Concrete mix (kg/m 3) | The slump (cm) | Time of coagulation (h:min) | Ultimate compression strength (MPa) | ||||||||
| Cement | Composite blend | Water | Sand | Stone | Initially | 1 hour | Initial set | Final set | 7 days | 28 days | 90 days |
| 290 | 210 | 181 | 781 | 967 | 19.8 | 17.5 | 11:25 | 16:35 | 41.3 | 55.6 | 66.8 |
| 262 | 123 | 166 | 831 | 1075 | 20.7 | 19.0 | 14:05 | 18:20 | 34.1 | 49.2 | 59.4 |
Claims (1)
1. composite low-heat-release high-active superfine powder concrete admixture, it is characterized in that: described adulterant is made up of slag, flyash, phosphorus slag, gypsum, wherein various raw materials by weight are calculated as slag 15～85%, phosphorus slag 10～80%, flyash 5～50%, gypsum 0～5%, wherein the quality parameter of flyash is not less than the index of the second class powered coal ash of national Specification, and the performance and the quality index of described adulterant are as follows: specific surface area 〉=400m
2/ kg, particle diameter less than the granule content of 50 μ m greater than 80 weight %, evenness index 〉=80 weight %, activity index 〉=75%, degree of mobilization is than 〉=95%.
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| CN1185178C true CN1185178C (en) | 2005-01-19 |
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| CN1317220C (en) * | 2005-12-27 | 2007-05-23 | 武汉理工大学 | High-durability gelatinization addition and preparation method thereof |
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2002
- 2002-07-25 CN CNB021256314A patent/CN1185178C/en not_active Expired - Fee Related
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| CN1317220C (en) * | 2005-12-27 | 2007-05-23 | 武汉理工大学 | High-durability gelatinization addition and preparation method thereof |
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| CN1401607A (en) | 2003-03-12 |
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