CN117142778B - Method for preparing magnesium aluminum sulfate cement by using aluminum ash - Google Patents

Method for preparing magnesium aluminum sulfate cement by using aluminum ash Download PDF

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CN117142778B
CN117142778B CN202311415278.0A CN202311415278A CN117142778B CN 117142778 B CN117142778 B CN 117142778B CN 202311415278 A CN202311415278 A CN 202311415278A CN 117142778 B CN117142778 B CN 117142778B
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magnesium
aluminum
gypsum
cement
aluminum sulfate
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CN117142778A (en
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黄涛
宋东平
唐超俊
江怡蓉
冯玉轩
李悦
周璐璐
张树文
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Changshu Institute of Technology
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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
    • C04B9/00Magnesium cements or similar cements
    • C04B9/20Manufacture, e.g. preparing the batches
    • 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
    • C04B9/00Magnesium cements or similar cements
    • C04B9/06Cements containing metal compounds other than magnesium compounds, e.g. compounds of zinc or lead

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  • Engineering & Computer Science (AREA)
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Abstract

The invention discloses a method for preparing magnesium aluminate sulfate cement by using aluminum ash. The preparation method disclosed by the invention is simple in preparation process, and the required raw materials are simple and easy to obtain, so that the recycling utilization of the aluminum ash can be realized efficiently. The aluminum sulfate magnesium aluminate cement material prepared by the method of the invention by utilizing aluminum ash has no toxicity and the free fluorine content is lower than 0.0024mg/kg. Meanwhile, the aluminum sulfate magnesium aluminate cement prepared by the method of the invention by utilizing aluminum ash has strong gelation activity, the highest strength can reach 51.37MPa, and the prepared cement material has excellent seawater corrosion resistance, and the loss of the strength of the soaked brine is lower than 2 percent.

Description

Method for preparing magnesium aluminum sulfate cement by using aluminum ash
Technical Field
The invention belongs to the field of recycling of hazardous wastes, and particularly relates to a method for preparing magnesium aluminum sulfate cement by using aluminum ash.
Background
Aluminum ash is a solid waste produced by aluminum during smelting and processing and metallic aluminum during deep processing, manufacturing and use. A certain amount of aluminum ash is generated during the aluminum production process (e.g., electrolysis, smelting, casting, etc.). The aluminum ash mainly comprises aluminum oxide, silicon oxide, ferric oxide and other components. Meanwhile, in the use and recovery process of aluminum products, a certain amount of aluminum ash is generated due to abrasion, corrosion, conversion and other reasons, and the aluminum ash mainly comprises aluminum powder, aluminum scraps and other components.
The aluminum element and other toxic substances in the aluminum ash can enter the soil through the processes of weathering, hydrolysis and the like, so that the aluminum content in the soil is increased. If plants and crops are exposed to high aluminum content soil for a long period of time, the growth and development of the plants and crops can be significantly affected, and then the crop yield is directly reduced. The aluminum element and other toxic substances in the aluminum ash can also enter the surface or underground water system through rain wash, underground water permeation and other ways, so that the aluminum content in the water is increased, the growth and reproduction of aquatic organisms are inhibited, and the balance of an aquatic ecosystem is destroyed. During stacking, transporting and processing, the aluminum ash can also generate dust, harmful gas and other pollutants, and the air quality is influenced. Dust particles can be inhaled into the lung, so that the human respiratory system is damaged; and the aluminum ash reacts with water to release harmful gases (such as ammonia, methane, nitrogen oxides and the like) which have certain harm to the environment and the human health.
The existing aluminum ash disposal technology mainly comprises the following steps: physical treatment, smelting reduction, chemical leaching, bioleaching, pyrolysis, etc. The existing aluminum ash disposal technology has certain defects, and is mainly characterized by low recovery efficiency, high treatment cost, certain pollution to the environment and the like. The method for preparing the magnesium aluminum sulfate cement by using the aluminum ash can fully utilize the components in the aluminum ash, has short process flow, high recycling degree and no secondary pollution, and widens the recycling way of the aluminum ash.
Disclosure of Invention
The invention aims to: the invention aims to provide a method for preparing magnesium aluminum sulfate cement by using aluminum ash.
The technical scheme is as follows: the invention provides a method for preparing magnesium aluminate sulfate cement by using aluminum ash, which comprises the following steps:
(1) Mixing magnesite, ammonium sulfate and gypsum, and grinding to obtain magnesium ammonium gypsum mixed powder;
(2) Mixing aluminum ash and magnesium ammonium gypsum mixed powder, and uniformly stirring to obtain a magnesium aluminum sulfate precursor;
(3) Calcining the magnesium aluminum sulfate precursor, and cooling to obtain magnesium aluminum sulfate cement coarse material;
(4) Mixing the active silicon, gypsum and coarse materials of the magnesium aluminum sulfate cement, and grinding to obtain the magnesium aluminum sulfate cement.
Further, the mass ratio of the magnesite to the ammonium sulfate to the gypsum in the step (1) is 10-50:15-65:100.
Further, the polishing time in the step (1) is 0.5-5.5 hours.
Further, the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder in the step (2) is 60-120:100.
Further, the calcination time in the step (3) is 0.5-3.5 hours, and the calcination temperature is 450-750 ℃.
Further, the mass ratio of the active silicon, gypsum and magnesium aluminum sulfate cement coarse materials in the step (4) is 2.5-12.5:5-15:100.
Further, the polishing time in the step (4) is 0.5-2.5 hours.
Further, the active silicon in the step (4) is silica fume or blast furnace slag powder.
The invention also provides the magnesium aluminum sulfate cement prepared by the method.
Reaction mechanism: during the calcination process, magnesite, ammonium sulfate, gypsum and aluminum ash are decomposed and react with each other. The mixed gas of carbon dioxide, water vapor, sulfur dioxide and ammonia generated by the thermal decomposition of magnesite, ammonium sulfate and gypsum can not only reduce the thermal decomposition activation energy of substances such as aluminum nitride, aluminum carbide and sodium fluoroaluminate in aluminum ash to promote the rapid decomposition of each component in the aluminum ash, but also induce the interaction of decomposition products and aluminum oxide and elemental aluminum in the aluminum ash with magnesite, ammonium sulfate and gypsum to generate light burned magnesia, magnesium sulfate, aluminum magnesium sulfate, calcium oxide, aluminum calcium sulfate and other active substances to mix and blend cement coarse materials. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse materials, and promoting the activities of the active silicon, calcium sulfate, light burned magnesium oxide, magnesium sulfate, aluminum magnesium sulfate, calcium oxide, aluminum calcium sulfate and other substances to be improved and the slight cementation among the materials to form the magnesium aluminum sulfate cement in the grinding process.
The beneficial effects are that: compared with the prior art, the invention has the following remarkable advantages: the preparation method disclosed by the invention is simple in preparation process, and the required raw materials are simple and easy to obtain, so that the recycling utilization of the aluminum ash can be realized efficiently. The aluminum sulfate magnesium aluminate cement material prepared by the method of the invention by utilizing aluminum ash has no toxicity and the free fluorine content is lower than 0.0024mg/kg. Meanwhile, the aluminum sulfate magnesium aluminate cement prepared by the method of the invention by utilizing aluminum ash has strong gelation activity, the highest strength can reach 51.37MPa, and the prepared cement material has excellent seawater corrosion resistance, and the loss of the strength of the soaked brine is lower than 2 percent.
Drawings
FIG. 1 is a flow chart of the processing method of the present invention.
Detailed Description
The technical scheme of the invention is further described below with reference to the accompanying drawings.
Magnesite: magnesite is mainly derived from Anshan of Liaoning and mainly comprises 44.38% MgO, 51.39% CO 2 、1.61%CaO、0.86%FeO、0.53%Al 2 O 3 And other components (unavoidable impurities and loss on ignition);
aluminum ash: obtained from Xingyi aluminum Co.Ltd, and mainly comprises 65.87% Al 2 O 3 、8.34%Cl、6.74%Na 2 O、5.56%SiO 2 、3.72%MgO、2.46%CaO、2.24%S、1.86%TiO 2 And other components (unavoidable impurities and loss on ignition);
silica fume: silica fume from Shijia Borui building materials Co., ltd, mainly comprising 92.54% SiO 2 、2.87%Al 2 O 3 、1.05%Fe 2 O 3 、1.14%MgO、0.68%CaO、0.52%Na 2 O and other components (unavoidable impurities and loss on ignition);
blast furnace slag powder: the blast furnace slag powder is from Lei Yun mineral product processing plant in Lingshu county and mainly comprises 41.19% CaO and 38.26% SiO 2 、8.94%Al 2 O 3 、5.06%MgO、3.21%TiO 2 、2.15%SO 3 And other components (loss on ignition and other unavoidable impurities);
gypsum: gypsum is available from shandong bang gypsum products limited, brand: long Bang, pH is 7-8, and specification is 200-600 mesh.
EXAMPLE 1 influence of the mass ratio of magnesite, ammonium sulfate and gypsum on the Performance of the prepared magnesium aluminum sulfate cement
And respectively weighing magnesite, ammonium sulfate and gypsum according to the mass ratio of 2.5:15:100, 5:15:100, 7.5:15:100, 10:7.5:100, 10:10:100, 10:12.5:100, 10:15:100, 30:15:100, 50:15:100, 10:40:100, 30:40:100, 50:40:100, 10:65:100, 30:65:100, 50:70:100, 50:75:100, 50:80:100, 55:65:100, 60:65:100 and 65:65:100, and grinding for 0.5 hour to obtain magnesium ammonium gypsum mixed powder. Respectively weighing aluminum ash and magnesium ammonium gypsum mixed powder according to the mass ratio of 60:100, mixing and stirring uniformly to obtain the magnesium aluminum sulfate precursor. Calcining the magnesium aluminum sulfate precursor for 0.5 hour, wherein the calcining temperature is 450 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse material according to the mass ratio of 2.5:5:100, and grinding for 0.5 hour to obtain the magnesium aluminum sulfate cement, wherein the active silicon is silica fume.
Strength performance test: the magnesium aluminum sulfate cement prepared by the method is prepared into tested rubber sand, the rubber sand is prepared, a test piece is prepared, the test piece is maintained, the test piece age is selected, and the test piece has 28-day compressive strength (P 28 MPa) are all carried out according to the standard of the cement mortar strength test method (ISO method) GB/T17671-1999. The test piece is prepared by adopting ISO standard sand specified in the method for testing cement mortar strength (ISO method) GB/T17671-1999.
Determination of fluorine ions of the magnesium aluminum sulfate cement: determination of fluoride ions in magnesium aluminum sulfate cement determination was performed according to the method of Cement chemistry analysis GB/T176-2017.
Seawater soaking and strength loss calculation: the 28-day-age test piece is fully soaked in the seawater for 30 days, the test piece is taken out for strength test, and the loss of the seawater soaking strength is equal to the difference of the strength of the non-soaked 28-day-age test piece minus the strength of the soaked test piece divided by the percentage of the strength of the non-soaked 28-day-age test piece. The test results of this example are shown in Table 1.
TABLE 1 influence of the mass ratio of magnesite, ammonium sulfate and gypsum on the properties of the prepared magnesium aluminum sulfate cement
Magnesite, ammonium sulfate and gypsum mass ratio Uniaxial compressive Strength (MPa) Fluoride ion content (mg/kg) Loss of seawater immersion strength
2.5:15:100 20.58 0.181 11.47%
5:15:100 24.35 0.156 10.79%
7.5:15:100 30.96 0.143 8.84%
10:7.5:100 19.87 0.168 10.98%
10:10:100 26.13 0.154 10.11%
10:12.5:100 32.44 0.137 9.75%
10:15:100 41.75 0.046 6.61%
30:15:100 42.08 0.032 6.34%
50:15:100 43.17 0.027 5.12%
10:40:100 42.62 0.035 5.67%
30:40:100 43.78 0.024 5.26%
50:40:100 45.46 0.019 4.89%
10:65:100 43.85 0.026 5.04%
30:65:100 45.26 0.021 4.63%
50:65:100 46.89 0.013 4.37%
50:70:100 39.27 0.053 7.02%
50:75:100 37.83 0.081 7.69%
50:80:100 35.66 0.092 8.75%
55:65:100 40.25 0.068 6.89%
60:65:100 36.68 0.075 7.36%
65:65:100 34.58 0.086 8.17%
As can be seen from table 1, when the mass ratio of magnesite, ammonium sulfate and gypsum is less than 10:15:100 (as in table 1, the mass ratio of magnesite, ammonium sulfate and gypsum=7.5:15:100, 5:15:100, 2.5:15:100, 10:12.5:100, 10:10:100, 10:7.5:100 and lower ratios not listed in table 1), less magnesite and ammonium sulfate are added, the reaction between the components of the magnesium ammonium gypsum mixed powder is insufficient during calcination, resulting in a significant decrease in uniaxial compressive strength of the prepared magnesium aluminum sulfate cement with decreasing mass ratio of magnesite, ammonium sulfate and gypsum, and a significant increase in fluoride ion content and loss in seawater immersion strength with decreasing mass ratio of magnesite, ammonium sulfate and gypsum. When the mass ratio of magnesite, ammonium sulfate and gypsum is equal to 10-50:15-65:100 (as in table 1, the mass ratio of magnesite, ammonium sulfate and gypsum=10:15:100, 30:15:100, 50:15:100, 10:40:100, 30:40:100, 50:40:100, 10:65:100, 30:65:100, 50:65:100), during the calcination process, the magnesite, ammonium sulfate, gypsum and aluminum ash all decompose and react with each other. The mixed gas of carbon dioxide, water vapor, sulfur dioxide and ammonia generated by the thermal decomposition of magnesite, ammonium sulfate and gypsum can not only reduce the thermal decomposition activation energy of substances such as aluminum nitride, aluminum carbide and sodium fluoroaluminate in aluminum ash to promote the rapid decomposition of each component in the aluminum ash, but also induce the interaction of decomposition products and aluminum oxide and elemental aluminum in the aluminum ash with magnesite, ammonium sulfate and gypsum to generate light burned magnesia, magnesium sulfate, aluminum magnesium sulfate, calcium oxide, aluminum calcium sulfate and other active substances to mix and blend cement coarse materials. Finally, the uniaxial compressive strength of the prepared magnesium aluminum sulfate cement is higher than 41MPa, the fluorine ion content is lower than 0.05mg/kg, and the seawater soaking strength loss is lower than 6.7%. When the mass ratio of magnesite, ammonium sulphate and gypsum is greater than 50:65:100 (as in table 1, the mass ratio of magnesite, ammonium sulphate and gypsum=50:70:100, 50:75:100, 50:80:100, 55:65:100, 60:65:100, 65:65:100 and higher ratios not listed in table 1), the magnesite and ammonium sulphate are added in excess, such that the reaction between the materials in the calcination process is unbalanced, resulting in a significant decrease in uniaxial compressive strength of the prepared magnesium aluminate cement as the mass ratio of magnesite, ammonium sulphate and gypsum is further increased, while the fluoride ion content and the loss in seawater immersion strength are significantly increased as the mass ratio of magnesite, ammonium sulphate and gypsum is further increased.
Therefore, in general, when the mass ratio of magnesite, ammonium sulfate and gypsum is equal to 10-50:15-65:100, the benefits and the cost are combined, and the performance of the prepared magnesium aluminum sulfate cement is improved most favorably.
Example 2 influence of the mass ratio of the aluminum ash and the magnesium ammonium gypsum Mixed powder on the properties of the prepared magnesium aluminum sulfate cement
Respectively weighing magnesite, ammonium sulfate and gypsum according to the mass ratio of 50:65:100, mixing, and grinding for 3 hours to obtain magnesium ammonium gypsum mixed powder. Respectively weighing aluminum ash and magnesium ammonium gypsum mixed powder according to the mass ratio of 45:100, 50:100, 55:100, 60:100, 90:100, 120:100, 125:100, 130:100 and 135:100, mixing, and stirring uniformly to obtain the aluminum sulfate magnesium aluminate precursor. Calcining the magnesium aluminum sulfate precursor for 2 hours at the calcining temperature of 600 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse materials according to a mass ratio of 7.5:10:100, and grinding for 1.5 hours to obtain the magnesium aluminum sulfate cement, wherein the active silicon is blast furnace slag powder.
The strength performance test, the determination of fluorine ions of the magnesium aluminum sulfate cement, the seawater soaking and the calculation of the strength loss are all the same as those of the example 1, and the test result of the example is shown as 2.
TABLE 2 influence of the mass ratio of aluminum ash to magnesium ammonium gypsum powder mixture on the performance of the prepared magnesium aluminum sulfate cement
Aluminum ash and magnesium ammonium gypsum mixed powder mass ratio Uniaxial compressive Strength (MPa) Fluoride ion content (mg/kg) Loss of seawater immersion strength
45:100 31.64 0.093 8.82%
50:100 34.67 0.074 8.14%
55:100 39.75 0.036 6.93%
60:100 46.94 0.012 4.26%
90:100 47.59 0.0093 3.65%
120:100 48.46 0.0067 3.04%
125:100 43.28 0.026 5.48%
130:100 40.39 0.031 6.47%
135:100 36.14 0.042 7.39%
As can be seen from table 2, when the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is less than 60:100 (as in table 2, when the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder=55:100, 50:100, 45:100 and lower ratio not listed in table 2), the aluminum ash is added less, the reaction between the components of the aluminum ash and the magnesium ammonium gypsum mixed powder during the calcination process is insufficient, resulting in that the uniaxial compressive strength of the prepared magnesium aluminum sulfate cement is significantly reduced as the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is reduced, and the fluoride ion content and the seawater soaking strength loss are significantly improved as the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is reduced. When the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is equal to 60-120:100 (as in table 2, the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder=60:100, 90:100, 120:100), in the calcining process, the magnesite, the ammonium sulfate, the gypsum and the aluminum ash are all decomposed and react with each other. The mixed gas of carbon dioxide, water vapor, sulfur dioxide and ammonia generated by the thermal decomposition of magnesite, ammonium sulfate and gypsum can not only reduce the thermal decomposition activation energy of substances such as aluminum nitride, aluminum carbide and sodium fluoroaluminate in aluminum ash to promote the rapid decomposition of each component in the aluminum ash, but also induce the interaction of decomposition products and aluminum oxide and elemental aluminum in the aluminum ash with magnesite, ammonium sulfate and gypsum to generate light burned magnesia, magnesium sulfate, aluminum magnesium sulfate, calcium oxide, aluminum calcium sulfate and other active substances to mix and blend cement coarse materials. Finally, the uniaxial compressive strength of the prepared magnesium aluminum sulfate cement is higher than 46MPa, the fluorine ion content is lower than 0.02mg/kg, and the seawater soaking strength loss is lower than 4.3%. When the aluminum ash and magnesium ammonium gypsum mix mass ratio is greater than 120:100 (as in table 2, aluminum ash and magnesium ammonium gypsum mix mass ratio = 125:100, 130:100, 135:100 and higher ratios not listed in table 2), the aluminum ash is added in excess, such that the reaction between the materials during calcination is unbalanced, resulting in a significant decrease in uniaxial compressive strength of the prepared sulfur aluminum magnesium salt cement as the aluminum ash and magnesium ammonium gypsum mix mass ratio is further increased, while the fluoride ion content and seawater immersion strength loss are significantly increased as the aluminum ash and magnesium ammonium gypsum mix mass ratio is further increased.
Therefore, in general, the benefits and the cost are combined, and when the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is equal to 60-120:100, the performance of the prepared magnesium aluminum sulfate cement is improved most favorably.
EXAMPLE 3 influence of the mass ratio of active silica, gypsum, and magnesium sulfate Cement coarse Material on the prepared magnesium sulfate Cement Performance
Respectively weighing magnesite, ammonium sulfate and gypsum according to the mass ratio of 50:65:100, mixing, and grinding for 5.5 hours to obtain magnesium ammonium gypsum mixed powder. Respectively weighing aluminum ash and magnesium ammonium gypsum mixed powder according to the mass ratio of 120:100, mixing and stirring uniformly to obtain the magnesium aluminum sulfate precursor. Calcining the magnesium aluminum sulfate precursor for 3.5 hours at 750 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Active silicon, gypsum and magnesium aluminum sulfate cement coarse materials are mixed according to the mass ratio of 1:5:100, 1.5:5:100, 2:5:100, 2.5:2.5:100, 2.5:3:100, 2.5:4:100, 2.5:5:100, 7.5:5:100, 12.5:5:100, 2.5:10:100, 7.5:10:100, 12.5:10:100, 2.5:15:100, 7.5:15:100, 12.5:15:100, 12.5:16:100, 12.5:17:100, 12.5:17.5:100, 13.5:15:100, 14.5:15:100 and 15:15:100, and the coarse materials are ground for 2.5 hours, so that the magnesium aluminum sulfate cement is obtained, wherein the active silicon is silica fume.
The strength performance test, the determination of fluorine ions of the magnesium aluminum sulfate cement, the seawater soaking and the calculation of the strength loss are all the same as those of the example 1, and the test result of the example is shown as 3.
TABLE 3 influence of the mass ratio of active silica, gypsum and magnesium aluminum sulfate cement coarse materials on the performance of the prepared magnesium aluminum sulfate cement
Active silicon, gypsum, magnesium aluminum sulfate cement coarse material mass ratio Uniaxial compressive Strength (MPa) Fluoride ion content (mg/kg) Loss of seawater immersion strength
1:5:100 36.75 0.036 6.43%
1.5:5:100 39.14 0.031 6.11%
2:5:100 42.59 0.013 5.27%
2.5:2.5:100 38.92 0.034 6.09%
2.5:3:100 40.42 0.025 5.23%
2.5:4:100 43.56 0.0098 4.58%
2.5:5:100 48.25 0.0058 2.96%
7.5:5:100 49.14 0.0049 2.57%
12.5:5:100 49.68 0.0036 2.32%
2.5:10:100 49.02 0.0042 2.78%
7.5:10:100 50.36 0.0035 2.54%
12.5:10:100 50.79 0.0031 2.26%
2.5:15:100 50.58 0.0037 2.14%
7.5:15:100 51.05 0.0029 2.03%
12.5:15:100 51.37 0.0024 1.89%
12.5:16:100 47.28 0.0076 3.46%
12.5:17:100 44.15 0.0092 3.95%
12.5:17.5:100 42.65 0.012 4.69%
13.5:15:100 46.39 0.0083 4.11%
14.5:15:100 44.26 0.011 4.26%
15:15:100 43.75 0.014 4.72%
As can be seen from table 3, when the mass ratio of active silicon, gypsum, and magnesium aluminum sulfate cement coarse materials is less than 2.5:5:100 (as in table 3, the mass ratio of active silicon, gypsum, magnesium aluminum sulfate cement coarse materials=2:5:100, 1.5:5:100, 1:5:100, 2.5:4:100, 2.5:3:100, 2.5:2.5:100, and lower ratios not listed in table 3), the active silicon and gypsum additions are less, the activity of each material during grinding is improved and the cementing reaction is insufficient, resulting in a significant decrease in uniaxial compressive strength of the prepared magnesium aluminum sulfate cement as the mass ratio of active silicon, gypsum, magnesium aluminum sulfate cement coarse materials is decreased, and the fluoride ion content and the seawater immersion strength loss are significantly improved as the mass ratio of active silicon, gypsum, magnesium aluminum sulfate cement coarse materials is decreased. When the mass ratio of the active silicon, the gypsum and the magnesium aluminum sulfate cement coarse materials is equal to 2.5-12.5:5-15:100 (as shown in table 3, the mass ratio of the active silicon, the gypsum and the magnesium aluminum sulfate cement coarse materials=2.5:5:100, 7.5:5:100, 12.5:5:100, 2.5:10:100, 7.5:10:100, 12.5:10:100, 2.5:15:100, 7.5:15:100, 12.5:15:100), the active silicon, the gypsum and the magnesium aluminum sulfate cement coarse materials are mixed, and the active silicon, the calcium sulfate and the light burned magnesium oxide, the magnesium sulfate, the aluminum magnesium sulfate, the calcium oxide, the aluminum calcium sulfate and other substances are promoted by the mechanochemical action in the grinding process, so that the light cementing between the materials is promoted, and the magnesium aluminum sulfate cement is formed. Finally, the uniaxial compressive strength of the prepared magnesium aluminum sulfate cement is higher than 48MPa, the fluorine ion content is lower than 0.006mg/kg, and the seawater soaking strength loss is lower than 3%. When the active silicon, gypsum, magnesium aluminum sulfate cement coarse material mass ratio is greater than 12.5:15:100 (as in table 3, active silicon, gypsum, magnesium aluminum sulfate cement coarse material mass ratio = 12.5:16:100, 12.5:17:100, 12.5:17.5:100, 13.5:15:100, 14.5:15:100, 15:15:100, and higher ratios not listed in table 3), the active silicon and gypsum are added in excess, such that the inter-material reaction is imbalanced, resulting in a significant decrease in uniaxial compressive strength of the prepared magnesium aluminum sulfate cement as the active silicon, gypsum, magnesium aluminum sulfate cement coarse material mass ratio is further increased, while the fluoride ion content and seawater soak strength loss are significantly increased as the active silicon, gypsum, magnesium aluminum sulfate cement coarse material mass ratio is further increased.
Therefore, in general, the benefits and the cost are combined, and when the mass ratio of the active silicon to the gypsum to the magnesium aluminum sulfate cement coarse materials is equal to 2.5-12.5:5-15:100, the performance of the prepared magnesium aluminum sulfate cement is improved most favorably.
EXAMPLE 4 Effect of reactive silicon species on the Properties of the prepared magnesium aluminum sulfate cement
Respectively weighing magnesite, ammonium sulfate and gypsum according to the mass ratio of 50:65:100, mixing, and grinding for 5.5 hours to obtain magnesium ammonium gypsum mixed powder. Respectively weighing aluminum ash and magnesium ammonium gypsum mixed powder according to the mass ratio of 120:100, mixing and stirring uniformly to obtain the magnesium aluminum sulfate precursor. Calcining the magnesium aluminum sulfate precursor for 3.5 hours at 750 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse materials according to a mass ratio of 12.5:15:100, and grinding for 2.5 hours to obtain the magnesium aluminum sulfate cement, wherein the active silicon is any one of silica fume or blast furnace slag.
The strength performance test, the determination of fluorine ions of the magnesium aluminum sulfate cement, the seawater soaking and the calculation of the strength loss are all the same as those of the example 1, and the test result of the example is shown as 4.
TABLE 4 influence of active silicon species on the Performance of the prepared magnesium aluminum sulfate cements
Reactive silicon species Uniaxial compressive Strength (MPa) Fluoride ion content (mg/kg) Loss of seawater immersion strength
Silica fume 51.37 0.0024 1.89%
Blast furnace slag 49.56 0.0025 1.92%
As is clear from Table 4, when the active silicon is any one of silica fume and blast furnace slag, the uniaxial compressive strength, chloride ion content and seawater soaking strength losses of the prepared magnesium aluminum sulfate cement are all relatively close.
Comparative examples comparison of the Performance of the magnesium aluminum sulfate cements prepared by different comparative processes
The process comprises the following steps: respectively weighing magnesite, ammonium sulfate and gypsum according to the mass ratio of 50:65:100, mixing, and grinding for 5.5 hours to obtain magnesium ammonium gypsum mixed powder. Respectively weighing aluminum ash and magnesium ammonium gypsum mixed powder according to the mass ratio of 120:100, mixing and stirring uniformly to obtain the magnesium aluminum sulfate precursor. Calcining the magnesium aluminum sulfate precursor for 3.5 hours at 750 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse material according to a mass ratio of 12.5:15:100, and grinding for 2.5 hours to obtain the magnesium aluminum sulfate cement, wherein the active silicon is silica fume.
Comparison Process 1: respectively weighing magnesite and gypsum according to the mass ratio of 50:100, mixing, and grinding for 5.5 hours to obtain the magnesium-doped gypsum mixed powder. Respectively weighing aluminum ash and magnesium-doped gypsum mixed powder according to the mass ratio of 120:100, mixing and stirring uniformly to obtain the magnesium aluminum sulfate precursor. Calcining the magnesium aluminum sulfate precursor for 3.5 hours at 750 ℃, and cooling to obtain the magnesium aluminum sulfate cement coarse material. Mixing active silicon, gypsum and magnesium aluminum sulfate cement coarse material according to a mass ratio of 12.5:15:100, and grinding for 2.5 hours to obtain the magnesium aluminum sulfate cement, wherein the active silicon is silica fume.
Comparison process 2: and respectively weighing ammonium sulfate and gypsum according to the mass ratio of 65:100, mixing, and grinding for 5.5 hours to obtain ammonium-doped gypsum mixed powder. Respectively weighing aluminum ash and ammonium gypsum mixed powder according to the mass ratio of 120:100, mixing and stirring uniformly to obtain the sulphoaluminate precursor. Calcining the sulphoaluminate precursor for 3.5 hours, wherein the calcining temperature is 750 ℃, and cooling to obtain the sulphoaluminate cement coarse material. Mixing active silicon, gypsum and sulphoaluminate cement coarse material according to a mass ratio of 12.5:15:100, and grinding for 2.5 hours to obtain the sulphoaluminate magnesium cement, wherein the active silicon is silica fume.
The strength performance test, the determination of fluorine ions of the magnesium aluminum sulfate cement, the seawater soaking and the calculation of the strength loss are all the same as those of the example 1, and the test result of the example is shown as 5.
TABLE 5 comparison of the Performance of the magnesium aluminum sulfate cements prepared by different comparative processes
Type of process Uniaxial compressive Strength (MPa) Fluoride ion content (mg/kg) Loss of seawater immersion strength
The process of the invention 51.37 0.0024 1.89%
Comparative Process 1 22.41 0.51 8.75%
Comparative Process 2 24.75 0.72 11.96%
As can be seen from Table 5, the uniaxial compressive strength of the sulphoaluminate magnesium cement prepared by the process of the invention is obviously higher than that of the sulphoaluminate magnesium cement prepared by the process of the invention in comparison with the process 1 and the process 2, and the loss of chloride ion content and seawater soaking strength of the sulphoaluminate cement prepared by the process of the invention is obviously lower than those of the sulphoaluminate magnesium cement prepared by the process of the invention in comparison with the process 1 and the process 2.

Claims (4)

1. A method for preparing magnesium aluminum sulfate cement by using aluminum ash, which is characterized by comprising the following steps:
(1) Mixing magnesite, ammonium sulfate and gypsum, and grinding to obtain magnesium ammonium gypsum mixed powder;
the mass ratio of the magnesite to the ammonium sulfate to the gypsum is 10-50:15-65:100;
(2) Mixing aluminum ash and magnesium ammonium gypsum mixed powder, and uniformly stirring to obtain a magnesium aluminum sulfate precursor;
the mass ratio of the aluminum ash to the magnesium ammonium gypsum mixed powder is 60-120:100;
(3) Calcining the magnesium aluminum sulfate precursor, and cooling to obtain magnesium aluminum sulfate cement coarse material;
the calcination time is 0.5-3.5 hours, and the calcination temperature is 450-750 ℃;
(4) Mixing active silicon, gypsum and coarse materials of the magnesium aluminum sulfate cement, and grinding to obtain the magnesium aluminum sulfate cement;
the mass ratio of the active silicon to the gypsum to the magnesium aluminum sulfate cement coarse material is 2.5-12.5:5-15:100;
the active silicon is silica fume or blast furnace slag powder.
2. The method for preparing magnesium aluminate sulfate cement by using aluminum ash according to claim 1, wherein the grinding time in the step (1) is 0.5-5.5 hours.
3. The method for preparing magnesium aluminate sulfate cement by using aluminum ash according to claim 1, wherein the grinding time in the step (4) is 0.5-2.5 hours.
4. A magnesium aluminum sulfate cement prepared by the method of any one of claims 1 to 3.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103896554A (en) * 2014-02-28 2014-07-02 武汉理工大学 Autoclaved brisk taking dolomite tailings and iron tailings as main raw materials and preparation method thereof
CN112978762A (en) * 2021-04-16 2021-06-18 齐鲁工业大学 System and method for preparing magnesium aluminate spinel and co-producing ammonium sulfate
CN115572085A (en) * 2022-11-03 2023-01-06 常熟理工学院 Preparation method of sulphate aluminium magnesium salt cement and product thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103896554A (en) * 2014-02-28 2014-07-02 武汉理工大学 Autoclaved brisk taking dolomite tailings and iron tailings as main raw materials and preparation method thereof
CN112978762A (en) * 2021-04-16 2021-06-18 齐鲁工业大学 System and method for preparing magnesium aluminate spinel and co-producing ammonium sulfate
CN115572085A (en) * 2022-11-03 2023-01-06 常熟理工学院 Preparation method of sulphate aluminium magnesium salt cement and product thereof

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