Asphalt pavement structure capable of preventing crack propagation and construction method
A technology for asphalt pavement and crack propagation, which is applied to the coagulation pavement, roads, roads and other directions paved on site. Composite bond strength, enhancing integrity and strength, and alleviating the effect of crowding diseases
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2021-06-15
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Abstract
Description
technical field
[0001] The invention belongs to the technical field of road engineering, and in particular relates to an asphalt pavement structure and a construction method for preventing crack expansion. Background technique
[0002] Common road structures include cement concrete pavement and asphalt concrete pavement. Compared with cement concrete pavement, asphalt concrete pavement has the advantages of better driving comfort and lower noise. In order to reduce noise and improve driving comfort, the transformation of cement concrete pavement into asphalt concrete pavement has become one of the key tasks of road engineering construction at this stage. The method of paving the asphalt concrete surface layer on the original cement concrete pavement can effectively utilize the original cement concrete pavement and shorten the construction period. However, there are many gaps in the general cement concrete pavement surface, such as: transverse joints to prevent drying shrink...
Examples
Embodiment 1
[0063] In this embodiment, the asphalt pavement structure includes a base layer 1, an old surface layer 2 arranged on the base layer 1, and a new surface layer 3 arranged on the old surface layer 2; a gap 15 on the old surface layer 2 Groove at the base layer 1 to form an I-shaped groove, and a seam stop structure 4 is set in the I-shaped groove. A connecting hole 5 for connecting the stopper structure 4 is opened on the old surface layer 2 . The seam stopping structure 4 is composed of an upper plate 10 , a vertical plate 11 and a lower plate 12 . An anti-wrapping device 6 is arranged between the old surface layer 2 and the new surface layer 3; An installation hole 9 for installing a fixing rod 8 is opened on the old surface layer 2 .
[0064] In this embodiment, connecting rods 13 are arranged in the connecting holes 5; the connecting holes 5 are arranged every 65 cm. The connecting rod 13 is a hot-rolled ribbed steel bar with a nominal diameter of 12mm.
[0065] In this...
Embodiment 2
[0080] In this embodiment, the asphalt pavement structure includes a base layer 1, an old surface layer 2 arranged on the base layer 1, and a new surface layer 3 arranged on the old surface layer 2; a gap 15 on the old surface layer 2 Groove at the base layer 1 to form an I-shaped groove, and a seam stop structure 4 is set in the I-shaped groove. A connecting hole 5 for connecting the stopper structure 4 is opened on the old surface layer 2 . The seam stopping structure 4 is composed of an upper plate 10 , a vertical plate 11 and a lower plate 12 . An anti-wrapping device 6 is arranged between the old surface layer 2 and the new surface layer 3; An installation hole 9 for installing a fixing rod 8 is opened on the old surface layer 2 .
[0081] In this embodiment, connecting rods 13 are arranged in the connecting holes 5; the connecting holes 5 are arranged every 80 cm. The connecting rod 13 is a hot-rolled ribbed steel bar with a nominal diameter of 14 mm.
[0082] In thi...