Sewage-intercepting permeable pavement method and device
A technology of permeable pavement and base layer, which is applied in the direction of chemical instruments and methods, pavement details, hydraulic material layered products, etc., to achieve the effects of reducing the degree of clogging of voids, delaying time, and prolonging service life
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Embodiment 11
[0041] Embodiment 1.1: a kind of sewage interception permeable pavement method, it comprises
[0042] 1. Lay the cushion layer 16, which includes the base layer 14 above the cushion layer 16;
[0043] 2. A permeable structural layer with toothed grooves is laid between the transition surface of the base layer 14 and the cushion layer 16;
[0044] 3. In the base layer 14, three layers of dirt intercepting tanks 15 are set;
[0045] 4. Set a water-permeable coating or fine sand at the bottom of the dirt intercepting tank 15;
[0046] 5. Lay the screed 13 , the surface layer 12 and the stagnant water layer 11 sequentially above the base layer 14 .
[0047] In this embodiment, the tooth-shaped groove cushion layer can allow pollutants to be deposited longitudinally in the tooth-shaped groove, and compared with the flat cushion layer, it can slow down the complete blockage of the seepage gap between the base layer and the cushion layer by dirt particles. time.
[0048] In this ...
Embodiment 12
[0049] Embodiment 1.2: a kind of sewage interception permeable pavement method, it comprises
[0050] 1. Lay the cushion layer 16, and directly set the upper surface of the cushion layer 16 as an alveolar structure;
[0051] 2. Lay the base layer 14 above the cushion layer 16;
[0052] 3. In the base layer 14, three layers of dirt intercepting tanks 15 are set;
[0053] 4. Set a water-permeable coating or fine sand at the bottom of the dirt intercepting tank 15;
[0054] 5. Lay the screed 13 , the surface layer 12 and the stagnant water layer 11 sequentially above the base layer 14 .
[0055] In this embodiment, the cross section of the dirt intercepting groove 15 is a bent structure protruding downward.
[0056] In this embodiment, the dirt intercepting grooves 15 of each layer are arranged alternately.
Embodiment 21
[0057] Embodiment 2.1: a kind of permeable pavement structure, such as Figure 1-Figure 2 As shown, it includes a stagnant water layer 11, a surface layer 12, a leveling layer 13, a base layer 14, a cushion layer 16 and a filter separation layer, and three layers of sewage intercepting tanks 15 are arranged in the base layer 14.
[0058] In this embodiment, a stagnant water layer 11, a surface layer 12, a leveling layer 13, a base layer 14, a cushion layer 16, and an anti-filtering isolation layer are arranged successively from the ground surface.
[0059] In this embodiment, the upper surface of the cushion layer 16 has an alveolar structure.
[0060] In this embodiment, the bottom of the dirt intercepting tank 15 is provided with a water-permeable coating or fine sand; the cross section of the dirt intercepting tank 15 is a downwardly protruding arc of no more than 180 degrees.
[0061] In this embodiment, the dirt intercepting grooves 15 are arranged staggered up and down ...
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