Upper protective layer structure of impervious barrier structure of municipal solid waste landfill
A technology for domestic waste and anti-seepage layer, applied in protection devices, infrastructure engineering, construction, etc., can solve problems such as disappearance, rupture, aging, etc., to achieve safe and convenient construction, ensure anti-seepage performance, and simple structure.
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Embodiment 1
[0017] Example 1 figure 2 Shown is a schematic diagram of the structure of the area where the side wall slope of the reservoir area is small during the operation of the landfill without landfilling garbage: a structure of the upper protective layer of the anti-seepage layer structure of the domestic waste landfill, including the side wall of the reservoir area Slope 1, the side slope 1 of the reservoir area is provided with an anti-seepage layer substructure 2, an anti-seepage high-density polyethylene HDPE film 3 and a geotextile 4 from bottom to top, and the feature is that: the geotextile 4 is provided with wheat straw Mud layer 5.
[0018] The structure of the upper protective layer of the anti-seepage layer structure of the domestic waste landfill is the protective layer structure protected by the uppermost geotextile and geomembrane structure of the anti-seepage layer structure of the non-landfilled waste part during the operation of the pebble layer landfill. In the a...
Embodiment 2
[0020] Embodiment 2 The geotextile 4 of the present embodiment is provided with a straw mud layer 5, and the straw mud layer 5 is covered on the geotextile 4 by adding water and mud to the straw and silt. The shear length of the straw is not more than 5cm, and the wheat straw and The clay is mixed and stirred into mud according to the volume ratio of 3:1. The rest is the same as in Embodiment 1, and it is mainly used in areas where the slope of the side wall of the reservoir area is less than 1:1. The straw mud used to protect the geotextile 4 and the geomembrane 3 is closely attached to the protected geotextile 4 and the geomembrane 3 by its own viscosity.
Embodiment 3
[0021] Example 3 image 3 Shown is a schematic diagram of the structure of the area where the sidewall slope of the reservoir area is relatively large during the operation of the landfill without landfilling garbage. A geogrid 6 is arranged in the middle of the wheat straw mud layer 5 . Geogrid 6 is used to reinforce the wheat straw mud layer. The geogrid 6 used for reinforcement of the wheat straw mud layer 5 is placed in the middle of the thickness of the wheat straw mud layer 5 . The anchorage of the geogrid 6 used for reinforcement of the wheat straw mud layer 5 adopts the same anchorage method as that of the anti-seepage layer structure. The rib spacing of the geogrid 6 is preferably 15-20 cm. It is mainly used in areas where the slope of the side wall of the reservoir area is relatively large, that is, the slope is greater than 1:1.
[0022] The thickness of the wheat straw mud layer 5 is 3 to 5 cm; the wheat straw mud layer 5 is made of wheat straw and silt, watered ...
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