Field rapid non-destructive detecting device of freezing-melting destruction of asphalt pavement
A technology for asphalt pavement and non-destructive testing, which is applied in the direction of roads, roads, road repairs, etc. It can solve the problems of large overall destructiveness of the road surface, deviation of road surface performance, and delayed repair, so as to save time and labor. Targeted, small impact, and error small effect
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specific Embodiment approach 1
[0007] Specific implementation mode one: combine Figure 1 ~ Figure 3 Describe this embodiment, the on-site rapid non-destructive testing equipment for asphalt pavement freeze-thaw damage in this embodiment includes a speed changer 1, a platen 2, a transmission rod 3, a steel brush 4, at least three leg sleeves 5 and the connection between the leg sleeves 5 The lifting rocker 6, the lifting brake ring 7, the fixed foot 8 and the transmission shaft 9 are matched in quantity, and the steel brush 4 is composed of a steel brush seat 4-1 and a plurality of steel wire bundles 4-2. The steel wire bundle 42 is fixed on the lower end surface of the steel brush holder 4-1, the at least three leg sleeves 5 are installed on the lower end surface of the table 2, and the speed changer 1 is installed on the upper end surface of the table 2 , the upper end of the transmission rod 3 passes through the platen 2 and is affixed to the output end of the speed changer 1, the steel brush holder 4-1 ...
specific Embodiment approach 2
[0008] Specific implementation mode two: combination figure 1 with figure 2 The present embodiment will be described. The number of steel wire bundles 4-2 in the present embodiment is 18 to 22. Such setting increases the strength of the steel brush. Other compositions and connections are the same as in the first embodiment.
specific Embodiment approach 3
[0009] Specific implementation mode three: combination figure 1 The present embodiment will be described. The length L of the steel wire bundle 4-2 of the present embodiment is 15 cm. Such setting is more suitable for the detection of freeze-thaw damage of asphalt pavement. Other compositions and connections are the same as those in the second embodiment.
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