Road and square structure convenient for water seepage and construction method
A technology for squares and roads, applied in the field of road structures, can solve problems such as inability to discharge in time, large amount of rainwater runoff, and inability to infiltrate on-site, achieve high stability and safety, and prevent road surface water.
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Embodiment 1
[0035] Such as figure 1 As shown, a road and square structure that facilitates water seepage is set above the ground. In response to the country's proposal to build a "sponge city", when upgrading the urban drainage system, priority should be given to retaining limited rainwater and more use of natural forces to drain water, so as to build an environmentally friendly sponge city with natural accumulation, natural infiltration, and natural purification.
[0036] The road and square structure of this application can discharge the accumulated water on the road or square in time and infiltrate it below the ground surface in the face of sudden heavy rainfall, so as to prevent the occurrence of accumulated water to a certain extent and realize environmental protection accordingly demand for a sponge city.
[0037] Specifically, the road and square structure includes plain soil tamping layer 1 , foundation gravel layer 2 , bonding layer 3 and permeable surface layer 4 . The plain s...
Embodiment 2
[0049] A construction method for roads and square structures that is convenient for water seepage, comprising the following steps:
[0050] S100, forming a compacted plain soil layer 1 by compacting plain soil on the surface, and the compaction degree of the compacted plain soil layer 1 is not less than 93%;
[0051] S200, the insertion end 51 of the seepage pipe 5 is cut into a spike shape, the opening of the insertion end 51 of the seepage pipe 5 is sealed and sealed, and the side wall of the insertion end 51 of the seepage pipe 5 is circumferentially opened with water seepage holes 53 communicating with the interior thereof, a plurality of The seepage pipes 5 are evenly distributed on the plain soil compacted layer 1 at intervals of 4 meters, and the insertion ends 51 of the seepage pipes 5 are pressed and inserted into the loose seepage layer of the plain soil compacted layer 1, and the distance between the loose seepage layer and the plain soil compacted layer 1 The surfa...
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