Межфазные слои в минерально-битумном композите и долговечность асфальтобетона
Автор: Башкарев А.Я., Бессонова В.Ю., Лазарев Ю.Г., Ложечку В.П.
Журнал: Строительство уникальных зданий и сооружений @unistroy
Статья в выпуске: 3 (108), 2023 года.
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Прочность и долговечность асфальтобетона напрямую связаны с адгезионными свойствами битума. Разрушение асфальтобетона происходит на границах соединения его минеральных фракций, т. е. на клеевом соединении. Объект исследования – прочность сцепления битума и гранита в асфальтобетоне. Метод исследования основан на термофлуктуационной теории прочности. Первоначальное увеличение прочности сцепления можно объяснить тем, что при термическом разложении молекул битума появляются другие активные радикалы, создающие адгезионные связи. При этом происходит процесс термической деструкции не только битума, но и образующихся клеевых связей. Подтверждено, что разрушение асфальтобетона происходит на границах соединения его минеральных фракций, т. е. на клеевом соединении. Характер разрушения может быть связным, однако прочность битума на границе с поверхностью минеральных фракций и в свободном состоянии существенно различается. Таким образом, можно сделать вывод, что выбор правильного температурно-временного технологического режима позволяет существенно повысить начальную адгезионную прочность формируемого асфальтобетона. По расчетам, это также обеспечит увеличение ее долговечности.
Асфальтобетон, битум, гранит, адгезия, прочность
Короткий адрес: https://sciup.org/143180502
IDR: 143180502 | УДК: 69 | DOI: 10.4123/CUBS.108.2
Interfacial layers in mineral-bitumen composite and durability of asphalt concrete
The strength and durability of asphalt concrete are directly related to the adhesive properties of the bitumen. The destruction of asphalt concrete occurs at the boundaries of its mineral fractions’ connection, i.e., at the adhesive connection. The object of the study is the adhesion strength of bitumen and granite in asphalt concrete. The research method is based on the thermofluctuation theory of strength. The initial increase in adhesion strength can be explained by the fact that during the thermal degradation of bitumen molecules, other active radicals appear to create adhesion bonds. At the same time, there is a process of thermal degradation not only of bitumen but also of the adhesive bonds formed. It is confirmed that the destruction of asphalt concrete occurs at the boundaries of the connection of its mineral fractions, i.e., at the adhesive bond. The character of fracture can be cohesive, but the strength of bitumen at the boundary with the surface of mineral fractions and in the free state significantly differs. Thus, we can conclude that choosing the correct temperature-time technological regime can significantly increase the initial adhesive strength of the formed asphalt concrete. According to calculations, this will also provide an increase in its durability.
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