Disclosure of Invention
In order to solve the problems, the invention provides a building material prepared from the ferronickel slag, which recycles the ferronickel slag, and combines with other solid wastes for combined treatment, such as fly ash, slag and the like, thereby greatly increasing the utilization value of the solid wastes.
The building material prepared from the ferronickel slag comprises a powder raw material, a water reducing agent and water, and is characterized in that the powder raw material comprises the following components in percentage by mass: 50-70% of nickel-iron slag, 10-30% of fly ash, 5-10% of gypsum and 5-10% of steel slag.
The silicon content of the nickel-iron slag is 40-50%, the magnesium content is 25-35%, and the availability is high; the calcium content of the slag is 40-50%, the silicon content is 20-30%, and the aluminum content is 10-20%; the silicon content of the fly ash is 50-60%, and the aluminum content accounts for 30-40%.
The water reducing agent can be one or more of lignosulfonate, naphthalene-based high-efficiency water reducing agents, melamine-based high-efficiency water reducing agents, sulfamate-based high-efficiency water reducing agents, fatty acid-based high-efficiency water reducing agents and polycarboxylate-based high-efficiency water reducing agents.
Further, the building material is one or more of ferronickel slag ceramsite, ferronickel slag brick and ferronickel slag concrete.
Further, the building material is ferronickel slag ceramsite which comprises the following raw materials in parts by weight: 100 parts of powder raw material, 0.5-1 part of water reducing agent, 0.5-1 part of defoaming agent and 10-20 parts of water.
Further, the preparation method of the nickel iron slag ceramsite comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity smaller than 100 meshes, and drying for later use;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the obtained mixture into a granulator, weighing corresponding water according to the proportion requirement, pouring the water into the granulator, and granulating at the rotating speed of 20-60 r/min;
(4) sealing the prepared pellets and maintaining the pellets under sealed conditions at room temperature.
Further, the building material is a ferronickel slag brick, and comprises the following raw material components in parts by weight: 100 parts of powder raw material, 0.5-1 part of water reducing agent, 0.5-1 part of defoaming agent and 15-25 parts of water.
Further, the preparation method of the ferronickel slag brick comprises the following steps:
(1) cutting and crushing the ferronickel slag, adding the crushed ferronickel slag into a rotary kiln, and calcining the crushed ferronickel slag for 20 minutes at 200 ℃;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the mixture into a stirrer, adding water, continuously stirring for a certain time, and then feeding into a brick press for vibration molding, wherein the molding pressure is 20-25 MPa;
(4) and sealing and curing the pressed bricks at room temperature.
Further, the building material is ferronickel slag concrete, and comprises the following raw material components in parts by weight: 100 parts of powder raw material, 300 parts of aggregate and 600 parts of water reducing agent, 0.5-1 part of defoaming agent and 15-30 parts of water.
Further, the aggregate includes natural sand and stones.
Further, the aggregate comprises fine particles of the nickel-iron slag with a size higher than 20 meshes and coarse particles of the nickel-iron slag with a size lower than 20 meshes. The concrete taking the ferronickel slag powder as the main raw material can be better fused with ferronickel slag aggregate, the particle strength advantage of the ferronickel slag is fully exerted, and the defects of original expansibility, brittleness and the like of the ferronickel slag aggregate are avoided.
Further, the preparation method of the ferronickel slag concrete comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity of less than 100 meshes, and drying the ferronickel slag to be used as a powder raw material for later use;
(2) weighing powder raw materials according to the proportion requirement, and mixing in a ball mill until the powder raw materials are uniform for later use;
(3) adding the obtained mixture into a concrete mixer, adding aggregate according to the proportion, and mixing until the mixture is uniform;
(4) and (3) uniformly mixing the water reducing agent and the defoaming agent in a certain amount of water, adding the mixture in the step (4) and uniformly stirring to obtain the product.
The invention has the beneficial effects that:
(1) in the preparation process of the building material, a certain amount of slag, fly ash, gypsum, steel slag and the like are added on the basis of taking the ferronickel slag as a main raw material, so that the alkali-activated activation of the ferronickel slag is realized, the resource utilization range of wastes is expanded, and the manufacturing cost is reduced.
(2) The product uses a ball milling method to mill the ferronickel slag evenly in the preparation process, thereby greatly reducing the stacking holes among particles, greatly improving the compactness of the pressed green brick, and being more beneficial to the alkaline excitation activation of the ferronickel slag in the curing process.
(3) The preparation process is simple, the cost is low, and the industrial production is easy to realize; the waste is used as the raw material, no other pollutants are generated in the process, the effect of resource utilization of the waste is really achieved, and the method has high social significance and economic benefit.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to specific embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
Ferronickel slag ceramsite, ferronickel slag concrete and ferronickel slag brick
A ferronickel slag ceramsite prepared from ferronickel slag comprises the following raw materials in parts by mass: 70 parts of nickel-iron slag, 10 parts of fly ash, 5 parts of gypsum, 5 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 0.5 part of defoaming agent and 14 parts of water.
The preparation method of the nickel-iron slag ceramsite comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity smaller than 100 meshes, and drying for later use;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the obtained mixture into a granulator, weighing corresponding water according to the proportion requirement, pouring the water into the granulator, and granulating at the rotating speed of 20 r/min;
(4) sealing the prepared pellets and maintaining the pellets under sealed conditions at room temperature.
Example 2
A ferronickel slag ceramsite prepared from ferronickel slag comprises the following raw materials in parts by mass: 50 parts of nickel-iron slag, 10 parts of slag, 15 parts of fly ash, 10 parts of gypsum, 5 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 0.7 part of defoaming agent and 19 parts of water.
The preparation method of the nickel-iron slag ceramsite comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity smaller than 100 meshes, and drying for later use;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the obtained mixture into a granulator, weighing corresponding water according to the proportion requirement, pouring the water into the granulator, and granulating at the rotating speed of 40 r/min;
(4) sealing the prepared pellets and maintaining the pellets under sealed conditions at room temperature.
Example 3
A ferronickel slag ceramsite prepared from ferronickel slag comprises the following raw materials in parts by mass: 55 parts of nickel-iron slag, 20 parts of slag, 12 parts of fly ash, 5 parts of gypsum, 8 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 1 part of defoaming agent and 12 parts of water.
The preparation method of the nickel-iron slag ceramsite comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity smaller than 100 meshes, and drying for later use;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the obtained mixture into a granulator, weighing corresponding water according to the proportion requirement, pouring the water into the granulator, and granulating at the rotating speed of 20 r/min;
(4) sealing the prepared pellets and maintaining the pellets under sealed conditions at room temperature.
The strength performance test data of the ferronickel slag ceramsite prepared in the examples 1-3 are shown in the following table.
Nickel-iron slag ceramsite
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Compressive strength of 3 days, MPa
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Compressive strength of 7 days, MPa
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28 days compressive strength, MPa
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Example 1
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6.8
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12.5
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19.8
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Example 2
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7.4
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11.8
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21.7
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Example 3
|
7.1
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13.1
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22.3 |
Example 4
A ferronickel slag brick prepared from ferronickel slag comprises the following raw materials in parts by mass: 50 parts of nickel-iron slag, 10 parts of slag, 25 parts of fly ash, 5 parts of gypsum, 10 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 0.5 part of defoaming agent and 24 parts of water.
Further, the preparation method of the ferronickel slag brick comprises the following steps:
(1) cutting and crushing the ferronickel slag, adding the crushed ferronickel slag into a rotary kiln, and calcining the crushed ferronickel slag for 20 minutes at 200 ℃;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the mixture into a stirrer, adding water, continuously stirring for a certain time, and then feeding into a brick press for vibration forming, wherein the forming pressure is 21 MPa;
(4) and sealing and curing the pressed bricks at room temperature.
Example 5
A ferronickel slag brick prepared from ferronickel slag comprises the following raw materials in parts by mass: 67 parts of nickel-iron slag, 10 parts of fly ash, 7 parts of gypsum, 6 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 0.7 part of defoaming agent and 16 parts of water.
Further, the preparation method of the ferronickel slag brick comprises the following steps:
(1) cutting and crushing the ferronickel slag, adding the crushed ferronickel slag into a rotary kiln, and calcining the crushed ferronickel slag for 20 minutes at 200 ℃;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the mixture into a stirrer, adding water, continuously stirring for a certain time, and then feeding into a brick press for vibration forming, wherein the forming pressure is 25 MPa;
(4) and sealing and curing the pressed bricks at room temperature.
Example 6
A ferronickel slag brick prepared from ferronickel slag comprises the following raw materials in parts by mass: 50 parts of nickel-iron slag, 30 parts of slag, 10 parts of fly ash, 5 parts of gypsum, 5 parts of steel slag, 0.25 part of sodium lignosulfonate water reducing agent, 0.25 part of polycarboxylic acid high-efficiency water reducing agent, 1 part of defoaming agent and 20 parts of water.
Further, the preparation method of the ferronickel slag brick comprises the following steps:
(1) cutting and crushing the ferronickel slag, adding the crushed ferronickel slag into a rotary kiln, and calcining the crushed ferronickel slag for 20 minutes at 200 ℃;
(2) weighing each solid raw material according to the proportion requirement, and mixing in a ball mill until the solid raw materials are uniform for later use;
(3) adding the mixture into a stirrer, adding water, continuously stirring for a certain time, and then feeding into a brick press for vibration molding, wherein the molding pressure is 24 MPa;
(4) and sealing and curing the pressed bricks at room temperature.
The strength property test data of the ferronickel slag bricks prepared in examples 4-6 are shown in the following table.
Example 7
The ferronickel slag concrete prepared from the ferronickel slag comprises the following raw materials in parts by mass: 52 parts of nickel-iron slag, 20 parts of slag, 15 parts of fly ash, 5 parts of gypsum, 8 parts of steel slag, 130 parts of natural sand, 300 parts of natural pebbles, 0.5 part of sodium lignosulfonate water reducing agent, 0.5 part of polycarboxylic acid high-efficiency water reducing agent, 1 part of defoaming agent and 26 parts of water.
The preparation method of the ferronickel slag concrete comprises the following steps:
(1) adding the ferronickel slag into a ball mill, adding a proper amount of water for wet milling, collecting ferronickel slag with the granularity of less than 100 meshes, and drying the ferronickel slag to be used as a powder raw material for later use;
(2) weighing powder raw materials according to the proportion requirement, and mixing in a ball mill until the powder raw materials are uniform for later use;
(3) adding the obtained mixture into a concrete mixer, adding the ferronickel slag coarse aggregate and the ferronickel slag fine aggregate according to the proportion, and mixing until the mixture is uniform;
(4) and (3) uniformly mixing the water reducing agent and the defoaming agent in a certain amount of water, adding the mixture in the step (4) and uniformly stirring to obtain the product.
Example 8
The ferronickel slag concrete prepared from ferronickel slag has fine ferronickel slag particles of over 20 meshes instead of natural sand, coarse ferronickel slag particles of less than 20 meshes instead of natural pebbles, and other raw materials and preparation methods are the same as those in example 7.
Example 9
The ferronickel slag concrete prepared from the ferronickel slag comprises the following raw materials in parts by mass: 61 parts of nickel-iron slag, 13 parts of slag, 16 parts of fly ash, 5 parts of gypsum, 5 parts of steel slag, 100 parts of natural sand, 250 parts of natural pebbles, 0.5 part of sodium lignosulfonate water reducing agent, 0.5 part of polycarboxylic acid high-efficiency water reducing agent, 1 part of defoaming agent and 20 parts of water. The preparation method of the ferronickel slag concrete is the same as that of example 7.
Example 10
The ferronickel slag concrete prepared from ferronickel slag has fine ferronickel slag particles of over 20 meshes instead of natural sand, coarse ferronickel slag particles of less than 20 meshes instead of natural pebbles, and other raw materials and preparation methods are the same as those in example 9.
Example 11
The ferronickel slag concrete prepared from the ferronickel slag comprises the following raw materials in parts by mass: 68 parts of nickel-iron slag, 10 parts of fly ash, 7 parts of gypsum, 5 parts of steel slag, 200 parts of natural sand, 370 parts of natural pebbles, 0.5 part of sodium lignosulfonate water reducing agent, 0.5 part of polycarboxylic acid high-efficiency water reducing agent, 1 part of defoaming agent and 18 parts of water. The preparation method of the ferronickel slag concrete is the same as that of example 7.
Example 12
The ferronickel slag concrete prepared from ferronickel slag has fine ferronickel slag particles of over 20 meshes in place of natural sand, coarse ferronickel slag particles of less than 20 meshes in place of natural pebbles, and other raw materials and preparation methods are the same as those in example 11.
The strength property test data of the ferronickel slag concrete prepared in examples 7 to 12 are shown in the following table. The compressive strength of the ferronickel slag concrete in each embodiment basically reaches the performance of C40 concrete, and the use requirement of the concrete can be met. In addition, the compressive strength of the concrete prepared by taking the fine particles of the ferronickel slag and the coarse particles of the ferronickel slag as the aggregates is better than that of the concrete taking sand and stones as the aggregates.