CN114163155A - Preparation and application of novel improved composite steel slag excitant - Google Patents
Preparation and application of novel improved composite steel slag excitant Download PDFInfo
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- CN114163155A CN114163155A CN202111462504.1A CN202111462504A CN114163155A CN 114163155 A CN114163155 A CN 114163155A CN 202111462504 A CN202111462504 A CN 202111462504A CN 114163155 A CN114163155 A CN 114163155A
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- steel slag
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- polyalcohol
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000002893 slag Substances 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 239000002131 composite material Substances 0.000 title claims abstract description 17
- 238000002360 preparation method Methods 0.000 title claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 26
- 150000005846 sugar alcohols Polymers 0.000 claims abstract description 23
- 150000001412 amines Chemical class 0.000 claims abstract description 12
- 239000010440 gypsum Substances 0.000 claims abstract description 10
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 10
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims abstract description 9
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 claims abstract description 9
- PFUVRDFDKPNGAV-UHFFFAOYSA-N sodium peroxide Chemical compound [Na+].[Na+].[O-][O-] PFUVRDFDKPNGAV-UHFFFAOYSA-N 0.000 claims abstract description 9
- 229910052938 sodium sulfate Inorganic materials 0.000 claims abstract description 9
- 235000011152 sodium sulphate Nutrition 0.000 claims abstract description 9
- 235000002906 tartaric acid Nutrition 0.000 claims abstract description 9
- 239000011975 tartaric acid Substances 0.000 claims abstract description 9
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 8
- 239000011398 Portland cement Substances 0.000 claims abstract description 7
- 238000002156 mixing Methods 0.000 claims abstract description 6
- 238000003756 stirring Methods 0.000 claims abstract description 5
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 claims description 10
- 239000011148 porous material Substances 0.000 claims description 8
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 claims description 6
- DNIAPMSPPWPWGF-UHFFFAOYSA-N Propylene glycol Chemical compound CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims description 2
- SLINHMUFWFWBMU-UHFFFAOYSA-N Triisopropanolamine Chemical compound CC(O)CN(CC(C)O)CC(C)O SLINHMUFWFWBMU-UHFFFAOYSA-N 0.000 claims description 2
- LVTYICIALWPMFW-UHFFFAOYSA-N diisopropanolamine Chemical compound CC(O)CNCC(C)O LVTYICIALWPMFW-UHFFFAOYSA-N 0.000 claims description 2
- 229940043276 diisopropanolamine Drugs 0.000 claims description 2
- 239000000203 mixture Substances 0.000 abstract description 9
- 239000004566 building material Substances 0.000 abstract description 6
- 239000004568 cement Substances 0.000 abstract description 5
- 238000009413 insulation Methods 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 230000000052 comparative effect Effects 0.000 description 8
- 239000000843 powder Substances 0.000 description 8
- 238000006703 hydration reaction Methods 0.000 description 6
- 239000002245 particle Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 230000036571 hydration Effects 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- 229910001653 ettringite Inorganic materials 0.000 description 2
- 238000000227 grinding Methods 0.000 description 2
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000009628 steelmaking Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000013543 active substance Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- WUKWITHWXAAZEY-UHFFFAOYSA-L calcium difluoride Chemical compound [F-].[F-].[Ca+2] WUKWITHWXAAZEY-UHFFFAOYSA-L 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- 235000012241 calcium silicate Nutrition 0.000 description 1
- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 229910052681 coesite Inorganic materials 0.000 description 1
- 229910052593 corundum Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 229910052906 cristobalite Inorganic materials 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 239000010436 fluorite Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920005862 polyol Polymers 0.000 description 1
- 150000003077 polyols Chemical class 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 229910052814 silicon oxide Inorganic materials 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 229910052682 stishovite Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 150000003568 thioethers Chemical class 0.000 description 1
- 229910052905 tridymite Inorganic materials 0.000 description 1
- 229910001845 yogo sapphire Inorganic materials 0.000 description 1
Classifications
-
- 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
- C04B20/00—Use 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
- C04B20/02—Treatment
- C04B20/023—Chemical treatment
-
- 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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/20—Mortars, concrete or artificial stone characterised by specific physical values for the density
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- General Chemical & Material Sciences (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to the technical field of building materials, in particular to a preparation method and application of a novel improved composite steel slag exciting agent, which comprises 0.5-1 part of polyalcohol amine, 4-6 parts of polyalcohol, 1-2 parts of sodium sulfate, 2-3 parts of calcined gypsum, 0.6-2.4 parts of sodium peroxide and 0.1-0.8 part of tartaric acid. Mixing according to the above proportion, mechanically stirring at room temperature for 10min, and then putting the mixture and the steel slag into a ball mill to be uniformly mixed to obtain a modified steel slag material; mixing 30% of modified steel slag material and 70% of ordinary portland cement according to GB/T17671-1999 test standard; the mixed excitant used in the invention can solve the problem of abandonment of a large amount of industrial steel slag, reduce CO2 emission, reduce environmental pollution, simultaneously can perfect the sound insulation and heat insulation problems in the aspect of cement building materials, and has wide market prospect.
Description
Technical Field
The invention relates to the technical field of building materials, in particular to preparation and application of a novel improved composite steel slag excitant.
Background
The steel slag is solid waste generated in large quantity by extracting impurities with lime in the steel-making industry, is grey brown, has micropores, is dense and has heavier texture, and the main sources of the steel slag are as follows: oxides and sulfides are generated after elements in the metal furnace burden are oxidized; etched furnace lining and lining materials; impurities brought in by the metal furnace charge and slag-forming materials, such as limestone, iron ore, fluorite and the like, which are purposely added for adjusting the properties of the steel slag. The main chemical components comprise CaO, SiO2, Fe2O3, Al2O3, MgO and the like. The steel slag contains hydration active components (such as calcium oxide and silicon oxide), but in the steel-making process, the active components form dicalcium silicate-based minerals at high temperature to become slow hydration active substances, so that the activity excitation is needed. On the other hand, the steel slag contains MgO and fCaO and also has a micro-expansion characteristic, and the steel slag powder is directly used in concrete engineering and can cause the expansion and cracking of the concrete, thereby influencing the popularization and application of the steel slag powder in the concrete engineering. The invention mainly aims to reasonably utilize a large amount of waste steel slag, reduce the quality while ensuring the strength to be unchanged, save materials, resist heat and sound, and produce a large batch of high-quality building materials.
Disclosure of Invention
Technical problem to be solved
The method solves the problems of reasonably utilizing a large amount of waste steel slag, reducing the quality while ensuring unchanged strength, saving materials, being durable, insulating heat and sound, and producing large-batch high-quality building materials, and provides the preparation and the application of a novel improved composite steel slag excitant.
(II) technical scheme
The preparation and application of the novel improved composite steel slag excitant comprise the composite steel slag excitant, which is prepared from the following components in parts by mass: 0.5-1 part of polyalcohol amine, 4-6 parts of polyalcohol, 1-2 parts of sodium sulfate, 2-3 parts of calcined gypsum, 0.6-2.4 parts of sodium peroxide and 0.1-0.8 part of tartaric acid.
The method comprises the following steps:
s1, mixing the materials according to the proportion, mechanically stirring the materials at room temperature for 10min, and then putting the materials and the steel slag into a ball mill to be uniformly mixed to obtain a modified steel slag material;
s2, mixing 30% of modified steel slag material and 70% of ordinary portland cement according to GB/T17671-1999 test standard;
and S3, curing for 28 days in a water sample environment at 25 ℃, measuring the compressive strength, and simultaneously, observing the pore distribution of the cross section and measuring the dry density of the batch of materials.
As a preferred technical scheme, the polyalcohol amine comprises glycerol, triethanolamine, diisopropanolamine and triisopropanolamine.
Preferably, the polyhydric alcohol is ethylene glycol or propylene glycol.
(III) advantageous effects
The invention has the beneficial effects that:
the polyalcohol amine can change the flow of the steel slag powder and improve the grinding aiding property; the polyhydric alcohol is mainly glycol, so that the particle size distribution of the powder is narrowed, and the average particle size of the powder is effectively reduced; the tartaric acid can corrode the surface layer structure of the steel slag, and a contact channel between the exciting agent and the interior of the particles is opened; the calcined gypsum improves the hydration activity of the steel slag, promotes the generation of ettringite, and the sodium sulfate ensures that the whole hydration reaction is at a higher level, so that the strength of the steel slag can be improved. After the sodium peroxide reacts, on one hand, an alkaline environment is provided, on the other hand, oxygen can be generated to form uniform pores in the steel slag, the dry density of the steel slag can be reduced under the condition of not changing the strength of the steel slag, the mixed excitant used by the invention can solve the problem of abandonment of a large amount of industrial steel slag, reduce the emission of CO2, reduce the environmental pollution, simultaneously can perfect the sound insulation and heat insulation problems in the aspect of cement building materials, and has wide market prospect.
Detailed Description
The preparation and application of the novel improved composite steel slag excitant are further explained, and the invention is further detailed by combining the following embodiments:
example 1:
a novel improved composite steel slag excitant comprises the following components in percentage by mass: 0.5 part of polyalcohol amine, 4 parts of polyalcohol, 1 part of sodium sulfate, 2 parts of calcined gypsum, 0.6 part of sodium peroxide and 0.1 part of tartaric acid are mixed and mechanically stirred for 10min at room temperature, and then the mixture and the steel slag are put into a ball mill to be uniformly mixed to obtain a modified steel slag material. According to the GB/T17671-1999 test standard, 30 percent of modified steel slag material and 70 percent of ordinary portland cement are mixed, and the mixture is cured for 28 days in a water sample environment at the temperature of 25 ℃ to test the compressive strength. At the same time, the pore distribution of the cross section was observed and the dry density of the batch was determined.
Example 2:
a novel improved composite steel slag excitant comprises the following components in percentage by mass: 0.8 part of polyalcohol amine, 5 parts of polyalcohol, 1.5 parts of sodium sulfate, 2.5 parts of calcined gypsum, 1.2 parts of sodium peroxide and 0.5 part of tartaric acid are mixed and mechanically stirred for 10min at room temperature, and then the mixture and the steel slag are put into a ball mill to be uniformly mixed to obtain a modified steel slag material. According to the GB/T17671-1999 test standard, 30 percent of modified steel slag material and 70 percent of ordinary portland cement are mixed, and the mixture is cured for 28 days in a water sample environment at the temperature of 25 ℃ to test the compressive strength. At the same time, the pore distribution of the cross section was observed and the dry density of the batch was determined.
Experimental example 3:
a novel improved composite steel slag excitant comprises the following components in percentage by mass: 1 part of polyalcohol amine, 6 parts of polyalcohol, 2 parts of sodium sulfate, 3 parts of calcined gypsum, 1.8 parts of sodium peroxide and 0.8 part of tartaric acid are mixed and mechanically stirred for 10min at room temperature, and then the mixture and steel slag are put into a ball mill to be uniformly mixed to obtain a modified steel slag material. According to the GB/T17671-1999 test standard, 30 percent of modified steel slag material and 70 percent of ordinary portland cement are mixed, and the mixture is cured for 28 days in a water sample environment at the temperature of 25 ℃ to test the compressive strength. At the same time, the pore distribution of the cross section was observed and the dry density of the batch was determined.
Example 4:
a novel improved composite steel slag excitant comprises the following components in percentage by mass: 1 part of polyalcohol amine, 6 parts of polyalcohol, 2 parts of sodium sulfate, 3 parts of calcined gypsum, 1.8 parts of sodium peroxide and 0.8 part of tartaric acid are mixed and mechanically stirred for 10min at room temperature, and then the mixture and steel slag are put into a ball mill to be uniformly mixed to obtain a modified steel slag material. According to the GB/T17671-1999 test standard, 30 percent of modified steel slag material and 70 percent of ordinary portland cement are mixed, and the mixture is cured for 28 days in a water sample environment at the temperature of 25 ℃ to test the compressive strength. At the same time, the pore distribution of the cross section was observed and the dry density of the batch was determined.
Comparative example 1: the remainder of the example 3 without the addition of the polyalcohol amine
Comparative example 2: the rest is the same as example 3 without adding polyol
Comparative example 3: the rest of the procedure is the same as example 3 without adding calcined gypsum
Comparative example 4: the process is otherwise the same as in example 3
Comparative example 5: putting the pure steel slag and the cement into a ball mill according to the ratio of 3:7, stirring for 10min, and uniformly stirring
Comparative example 6: standard cement test samples.
The results of the tests of all examples and comparative examples in Table 1 (data in the tables: compressive strength against standard cement, dry density against comparative example 5)
The principle is as follows: the polyalcohol amine can change the flow of the steel slag powder and improve the grinding aiding property; the polyhydric alcohol is mainly glycol, so that the particle size distribution of the powder is narrowed, and the average particle size of the powder is effectively reduced; the tartaric acid can corrode the surface layer structure of the steel slag, and a contact channel between the exciting agent and the interior of the particles is opened; the calcined gypsum improves the hydration activity of the steel slag, promotes the generation of ettringite, and the sodium sulfate ensures that the whole hydration reaction is at a higher level, so that the strength of the steel slag can be improved. After the sodium peroxide is reacted, on one hand, an alkaline environment is provided, on the other hand, oxygen can be generated to form uniform pores in the steel slag, and the dry density of the steel slag can be reduced under the condition of not changing the strength of the steel slag.
The above embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the spirit and scope of the present invention, and various modifications and improvements made to the technical solutions of the present invention by those skilled in the art without departing from the design concept of the present invention shall fall within the protection scope of the present invention, and the technical contents of the present invention as claimed are all described in the claims.
Claims (4)
1. The preparation and application of the novel improved composite steel slag excitant are characterized in that: the steel slag exciting agent comprises a composite steel slag exciting agent, which is prepared from the following components in parts by mass: 0.5-1 part of polyalcohol amine, 4-6 parts of polyalcohol, 1-2 parts of sodium sulfate, 2-3 parts of calcined gypsum, 0.6-2.4 parts of sodium peroxide and 0.1-0.8 part of tartaric acid.
2. The preparation method and the application of the novel steel slag composite exciting agent according to claim 1 are characterized in that: the method comprises the following steps:
s1, mixing the materials according to the proportion, mechanically stirring the materials at room temperature for 10min, and then putting the materials and the steel slag into a ball mill to be uniformly mixed to obtain a modified steel slag material;
s2, mixing 30% of modified steel slag material and 70% of ordinary portland cement according to GB/T17671-1999 test standard;
and S3, curing for 28 days in a water sample environment at 25 ℃, measuring the compressive strength, and simultaneously, observing the pore distribution of the cross section and measuring the dry density of the batch of materials.
3. The preparation and application of the novel improved composite steel slag exciting agent according to claim 2 are characterized in that: the polyalcohol amines include glycerol, triethanolamine, diisopropanolamine and triisopropanolamine.
4. The preparation and application of the novel improved composite steel slag exciting agent according to claim 3 are characterized in that: the polyhydric alcohol is ethylene glycol and propylene glycol.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111462504.1A CN114163155A (en) | 2021-12-02 | 2021-12-02 | Preparation and application of novel improved composite steel slag excitant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111462504.1A CN114163155A (en) | 2021-12-02 | 2021-12-02 | Preparation and application of novel improved composite steel slag excitant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114163155A true CN114163155A (en) | 2022-03-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111462504.1A Pending CN114163155A (en) | 2021-12-02 | 2021-12-02 | Preparation and application of novel improved composite steel slag excitant |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2024077681A1 (en) * | 2022-10-11 | 2024-04-18 | 电子科技大学长三角研究院(湖州) | Preparation method for and use of efficient and environment-friendly composite steel slag activating agent |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000169212A (en) * | 1998-12-09 | 2000-06-20 | Nkk Corp | Hardened form using steelmaking slag |
| CN1273222A (en) * | 1999-05-06 | 2000-11-15 | 北京市高水矿山工程与材料研究所 | Filler for concretion of sandy soil and production and application method |
| CN108383407A (en) * | 2018-02-28 | 2018-08-10 | 信阳市灵石科技有限公司 | A kind of cement grinding aid and the method for preparing the cement grinding aid using chemical waste liquid |
| CN112723789A (en) * | 2021-01-06 | 2021-04-30 | 中建材（合肥）粉体科技装备有限公司 | Composite steel slag exciting agent, modified steel slag material containing composite steel slag exciting agent and preparation method of modified steel slag material |
| CN113307589A (en) * | 2021-06-08 | 2021-08-27 | 福建马坑矿业股份有限公司 | High-performance filling cementing material and preparation method thereof |
-
2021
- 2021-12-02 CN CN202111462504.1A patent/CN114163155A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000169212A (en) * | 1998-12-09 | 2000-06-20 | Nkk Corp | Hardened form using steelmaking slag |
| CN1273222A (en) * | 1999-05-06 | 2000-11-15 | 北京市高水矿山工程与材料研究所 | Filler for concretion of sandy soil and production and application method |
| CN108383407A (en) * | 2018-02-28 | 2018-08-10 | 信阳市灵石科技有限公司 | A kind of cement grinding aid and the method for preparing the cement grinding aid using chemical waste liquid |
| CN112723789A (en) * | 2021-01-06 | 2021-04-30 | 中建材（合肥）粉体科技装备有限公司 | Composite steel slag exciting agent, modified steel slag material containing composite steel slag exciting agent and preparation method of modified steel slag material |
| CN113307589A (en) * | 2021-06-08 | 2021-08-27 | 福建马坑矿业股份有限公司 | High-performance filling cementing material and preparation method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2024077681A1 (en) * | 2022-10-11 | 2024-04-18 | 电子科技大学长三角研究院(湖州) | Preparation method for and use of efficient and environment-friendly composite steel slag activating agent |
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