Abandoned thermosetting plastic modified asphalt and modified asphalt mixture
A modified asphalt and thermosetting technology, which is applied in building insulation materials, building components, buildings, etc., can solve the problems that waste thermosetting plastics are difficult to recycle and reuse, so as to reduce pollution and land occupation, increase strength and increase specific surface area Effect
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Embodiment 1
[0029] The low-temperature crushing combined with grinding technology is used to process waste phenolic plastics into modifiers with a particle size of ≤0.10mm. According to the requirements of the specification, a domestic 70# ordinary asphalt was heated to 160 °C, and then the waste phenolic plastic modifier was mixed with a proportion of 15% of the asphalt mass, and kept stirring for 45 minutes to prepare the modified 70# ordinary asphalt. Then prepare test samples to test the performance of 70# ordinary asphalt and modified 70# ordinary asphalt. See Table 1 for the test results of softening point, penetration and ductility of 70# ordinary asphalt and modified 70# ordinary asphalt.
[0030] Table 170# ordinary asphalt and modified 70# ordinary asphalt main performance indicators
[0031]
[0032] According to Table 1, it can be seen that the high temperature performance of asphalt has been improved to a certain extent after the waste phenolic plastic modified asphalt, b...
Embodiment 2
[0034] The same 70# ordinary asphalt as in Example 1 was used to prepare ordinary asphalt mixture, and the performance indicators such as rutting resistance, water damage resistance and low temperature crack resistance of waste thermosetting plastic modified asphalt mixture and ordinary asphalt mixture were compared and investigated.
[0035] (1) Preparation of waste thermosetting plastic modifiers Process waste amino plastics into modifiers with a particle size of ≤0.15 mm by using low-temperature crushing combined with grinding technology.
[0036] (2) Design mix ratio
[0037] The AC-13C gradation is used to illustrate the performance effect of waste aminoplastic modified asphalt mixture and ordinary asphalt mixture, and the designed mix ratio is shown in Table 2. Among them, aggregates ≤ 0.15mm in the synthetic grading aggregate of waste aminoplast modified asphalt mixture will be partially replaced by 1.2% waste aminoplast modifier.
[0038] Table 2 synthetic gradation ...
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