A kind of method for ammonia extraction and modification of electrolytic manganese residue
An electrolytic manganese slag and upgrading technology, which is applied in the field of electrolytic manganese slag resource recycling, can solve the problems of increasing the preparation cost, difficult to industrialize implementation, difficult to popularize, etc., and achieves good resource utilization efficiency, low heating temperature, reduced investment cost and The effect of running energy
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Embodiment 1
[0018] The present embodiment and the following examples all use 0.8% of the nitrogen element weight content of the electrolytic manganese slag dried at 100°C as a comparison sample, and all dry electrolytic manganese slag or calcined electrolytic manganese slag according to the weight content of 30% (others are added 40 % blast furnace slag, 26% clinker and 4% gypsum) to configure cement mortar samples, and the 28-day compressive strength of the electrolytic manganese slag cement samples dried at 100 ° C was 25.6 MPa as a comparison, and the subsequent examples will not be repeated.
[0019] Mix the electrolytic manganese slag and slaked lime evenly in a ratio of 6:1, and then place it in the inner tube of an electrically heated tubular indirect heating furnace for calcination. The calcination temperature is 200°C, and the temperature is kept at this temperature for 30 minutes. The nitrogen element content of the electrolytic manganese slag after ammonia extraction and modific...
Embodiment 2
[0021] Mix the electrolytic manganese slag and quicklime evenly in a ratio of 5:1, and then place it in the inner tube of an electrically heated tubular indirect heating furnace for calcination. The calcination temperature is 300°C, and the temperature is kept at this temperature for 30 minutes. The nitrogen element content of the electrolytic manganese slag after ammonia extraction and modification is 0.07%, and the 28-day flexural strength of the prepared cement is 40.7MPa. This shows that the release rate of nitrogen element is 90% during the calcination process, and the gelling activity after calcination is increased by 14.5 MPa, and the effect is remarkable.
Embodiment 3
[0023] Mix electrolytic manganese slag with quicklime and red mud according to the ratio of 5:0.9:0.1, and then place it in the inner tube of an electrically heated tubular indirect heating furnace for calcination. The nitrogen element content of the electrolytic manganese slag after ammonia extraction and modification is 0.03%, and the 28-day flexural strength of the prepared cement is 36.2MPa. This shows that the release rate of nitrogen element during the calcination process is 96%, and the gelling activity after calcination is increased by 10.6MPa, which is a remarkable effect.
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