Sponge city permeable road and construction process thereof
A sponge city and road technology, applied in roads, roads, waterway systems, etc., can solve problems such as splashing pedestrians, poor practical effect, and roads that are too late to drain, so as to optimize stability and reduce the possibility of rainwater splashing Effect
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Embodiment 1
[0045] refer to figure 1 , is a sponge city permeable road disclosed in the present invention, comprising a road 1 and a grass-planting ditch 2 arranged on one side or both sides of the road for drainage and storage, and both sides of the road 1 are provided with drainage shoulders 3 . The grass planting ditch 2 is provided with a water storage structure 21 that can be used for water storage and water reuse.
[0046] refer to figure 1 and figure 2 , the road 1 includes a permeable roadbed 11 and a pavement layer 12 distributed in sequence from bottom to top, the pavement layer 12 includes a plurality of mutually spliced road bricks 121, and the road bricks 121 are permeable bricks or permeable bricks. The road brick 121 includes a spacer block 1 1211 and a spacer block two 1212 in a hexagonal prismatic structure. The outer walls of the two outer sides are parallel to each other, and the diameter of the inscribed circle of the regular hexagon in the cross section of the f...
Embodiment 2
[0069] The construction technology of a kind of sponge city permeable road disclosed by the present invention comprises the following steps:
[0070] 1. Construction setting out: use lime to delineate the center line of the road, and use lime to trace the outline of the road and the outline of the grass planting ditch 2;
[0071] 2. Excavation of subgrade grooves: Excavate road foundation grooves and grass-planting ditch foundation grooves with arc-shaped bottom cross-sectional contours by excavating machinery according to the road contour, and compact the soil dug out from the bottom of the road foundation grooves and grass-planting ditch foundation grooves by tamping machinery , excavate foundation pits forming water storage wells 214 and seepage wells 213 in the grass-planting ditch;
[0072]3. Ramping the subgrade, the subgrade groove is compacted to a density of 92%~95% to form a plain soil layer 111, and a permeable geotextile and a gravel layer are laid on the plain soi...
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