Novel temporary road construction process
A technology of temporary roads and construction techniques, applied in roads, roads, buildings, etc., can solve the problems of long construction period, high cost, and inability to meet the traffic of large-scale construction machinery, and achieve the best anti-skid performance and carrying capacity, and improve the service life.
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Embodiment 1
[0035] Such as figure 1 Shown, present embodiment provides a kind of novel temporary road construction technique, and it comprises the following steps:
[0036] Step S1, measuring line selection
[0037] This step is used to map and select the route of the temporary road;
[0038] Step S2, building the subgrade of the temporary road
[0039] This step is used to build the subgrade on the alignment of the temporary road;
[0040] Step S3, constructing the pavement of the temporary road
[0041] In this step, it is used to build the pavement of the temporary road on the basis of the subgrade built in step S2; in this step, at first the earthwork filler is paved and compacted at the subgrade, and then the sand filler is paved on the upper layer of the earthwork filler, and then Spread the gravel filler on the upper layer of the sand filler, then spray the soil road slurry solution on the gravel filler and mix it evenly with a road mixer; step S3 also includes the following st...
Embodiment 2
[0068] combine Figure 2-4 As shown, this embodiment provides a temporary road structure built by the process in Embodiment 1, which includes a temporary road 100, and the two ends of the temporary road 100 are provided with drains 150 arranged along the length of the temporary road 100. The temporary road 100 includes a subgrade 110 arranged in the foundation. The upper end of the subgrade 110 is provided with a subgrade cross slope 130 that is gradually inclined downward from the middle of the subgrade 110 to the edge of the subgrade 110. The angle is 4-6°. A pavement layer 120 is provided above the road base layer 110 , and a pavement layer cross slope 140 parallel to the road base layer cross slope 130 is provided at the upper end of the road layer 120 . The subgrade 110 is provided with a filler 200, the filler 200 includes an overall spherical mounting seat 210, and the mounting seat 210 is provided with 6 evenly distributed connecting columns 220, and the adjacent two ...
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