Garden road structure capable of quickly draining, and construction method
A road structure and garden technology, applied in the field of fast drainage garden road structure and construction, can solve problems such as unfavorable garden road maintenance and garden road wet environment, and achieve the effects of accelerating drainage speed, rapid drainage and strong water permeability
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Embodiment 1
[0040] refer to figure 1 , which is a fast-draining garden road structure disclosed by the present invention, comprises a road cushion layer 1, a drainage buffer layer 3, and a pavement layer 2 from bottom to top, and both the pavement layer 2 and the road cushion layer 1 are permeable pavement layers 2, Concrete side walls 4 are arranged on both sides of the road cushion layer 1 , the drainage buffer layer 3 and the road surface layer 2 , and the top of the concrete side walls 4 is fixedly connected with a drainage ditch 41 .
[0041] refer to figure 2 , the road cushion layer 1 is a rubble layer, the rubble layer has high strength and rigidity, can bear the load transmitted by the larger pavement layer 2, and provide better support for its superstructure, so that the road has a certain resistance Compressive flexural strength, the rubble layer is a water-permeable layer, so that the water penetrating into the rubble layer can further infiltrate and ensure the drainage effe...
Embodiment 2
[0047] A fast-drainage garden road construction method comprises the following steps:
[0048] S1: Dig a groove on the road where the road needs to be paved, compact the bottom of the groove, pour concrete side walls 4 on both sides of the groove, and insert a vertical water pipe 11 at the bottom of the groove so that the top of the water pipe 11 exceeds the bottom of the groove a section;
[0049] S2: Pave the road cushion layer 1. The road cushion layer 1 is a rubble layer. The rubble layer is made of flat rubble, so that the upper surface of the rubble layer exceeds the top of the aqueduct 11, and then the rubble layer is compacted. Level the uneven position on the upper surface of the layer with coarse sand cement;
[0050] S3: laying the hollow brick bodies 31, so that the hollow brick bodies 31 are bonded by coarse sand cement slurry;
[0051] S4: On both sides of the pavement layer 2, i.e., the top of the concrete side wall 4, pour drainage ditches 41, fill and compac...
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