A grinding process for improving particle gradation of stone waste cement mixture and prepared stone waste cement
A technology of stone waste and mixed material, applied in the field of stone waste cement, can solve the problems affecting the performance of cement and concrete, increase the production cost, over-grinding of stone powder, etc. The effect of cost control
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Embodiment 1~3
[0023] A grinding process for improving particle gradation of stone waste cement admixture, comprising the following steps:
[0024] 1) Preliminary sorting of stone waste, passing through a 4.75mm sieve; removing impurities from the upper part of the sieve, and then placing it in a hammer crusher for secondary crushing. The particle size range of crushed stone is 4.75-9.5mm; 2) Take the stone powder obtained under the 4.75mm sieve and put it in the dryer for drying treatment. 0.5; 3) Place the dried stone powder and grinding aid medium in a ball mill for grinding treatment, the grinding aid medium accounts for 10-35% of the weight of the grinding powder (drying obtained powder), and the ball milling time is controlled at 25min; 4) Put the milled powder in a dryer for drying treatment, control its moisture content to ≤1.0%, and then carry out wind separation, collect ≤0.60mm powder and store it in a warehouse to obtain stone waste cement mixture material, powder Material speci...
Embodiment 4~6
[0034] stone waste cement
[0035]The stone waste cement mixture prepared in Examples 1-3 is used to prepare stone waste cement, and the stone waste cement is prepared by mixing and grinding the stone waste cement mixture, desulfurized gypsum and cement clinker. Among them: the mass ratios of stone waste cement admixture, desulfurized gypsum, and cement clinker are: 12:1.7:100, 12:1.9:100, 14:2.0:100, respectively. Grind and place in the warehouse according to the conventional cement grinding process, and then carry out the mortar strength test to measure the cement setting time, flexural and compressive strength, fineness and specific surface area and other performance parameters and components. The results are shown in Table 3 and Table 3 respectively. 4.
[0036] Table 3 Test results of cement performance
[0037]
[0038] Wherein, the ordinary portland cement adopted in Comparative Example 2 is Huaxin P·O 42.5 cement, and its parameters are the data provided by the pr...
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