Red mud desalination sea sand ac-16 asphalt mixture and preparation method thereof
A technology of asphalt mixture and sea sand, which is applied in the field of building materials, can solve the problems of low added value of products, cannot alleviate the heavy burden of red mud, and low utilization rate, so as to improve the use value, environmental protection and land occupation. convenient effect
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Embodiment 1
[0031] First, desalinated sea sand is produced according to the following process.
[0032] Specifically, the purchased sea sand is piled up in a centralized manner; the sea sand in the centralized pile is desalinated, that is, washed with water, dried, and passed through a 2.36mm sieve in turn to obtain the sea sand with the required particle size range of 0-2mm; the obtained sea sand The mass percentages passing through the following sieve openings are shown in Table 2.
[0033]
[0034] Then, use the red mud of the indexes listed in Table 3.
[0035]
[0036] The asphalt used is 70#A grade road asphalt with a penetration of 73 (0.1mm), a softening point of 50°C and a ductility of 116cm at 15°C.
[0037] The used 1# crushed stone (particle size 10mm-20mm), 2# crushed stone (particle size 5mm-10mm) and 3# crushed stone (particle size 2mm-5mm) are limestone crushed stone, and the apparent density is 2.722g in turn / cm 3 , 2.729g / cm 3 : 2.697g / cm 3 , and its gradation ...
Embodiment 2
[0041] The properties of the raw materials used in Example 2 are consistent with those described in Example 1. The difference between Example 2 and Example 1 is that the mass percentage of each raw material component used in this example is 3.7% of red mud, The desalinated sea sand with a particle size of 0-2mm is 25.4%, the 3# gravel is 15.3%, the 2# gravel is 13.6%, and the 1# gravel is 38.1%; according to the mass percentage, red mud, desalinated sea sand, 3 # crushed stone, 2# crushed stone and 1# crushed stone are mixed evenly, and heated to 165 ℃ to obtain a mixed material;
[0042] In order to verify the road performance of the above mixture, the optimum oil-stone ratio was determined by Marshall compaction test, and 70#A grade road with a mass percentage of 3.9% and a temperature of 155-160°C was added to the mixture prepared above. Asphalt is mixed to obtain red mud desalinated sea sand AC-16 asphalt mixture, and the same measurement method as in Example 1 is used to ...
Embodiment 3
[0044] The properties of the raw materials used in Example 3 are consistent with those described in Example 1. The difference between Example 3 and Example 1 is that the mass percentage of each raw material component used in this example is 4.5% of red mud, The desalinated sea sand with a particle size of 0-2mm is 22.3%, the 3# gravel is 17.3%, the 2# gravel is 10.1%, and the 1# gravel is 41.6%; first, according to the mass percentage, red mud, desalinated sea sand, 3 # crushed stone, 2# crushed stone and 1# crushed stone are mixed evenly, and heated to 165 ℃ to obtain a mixed material;
[0045] In order to verify the road performance of the above mixture, the optimal asphalt content (4.2%) determined by the Marshall compaction test was added to the mixture prepared above with a mass percentage of 4.2% and a temperature of 155 ℃. 70# A grade road asphalt is mixed to obtain red mud desalinated sea sand AC-16 asphalt mixture, and the same measurement method as in Example 1 is us...
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