Seepage-proof heavy metal wastewater pool

Abstract

The utility model provides an anti-seepage type heavy metal wastewater pool which comprises a pool bottom base layer spliced by building bricks, a reinforced concrete layer is poured on the inner face of the pool bottom base layer, a geomembrane is laid on the upper surface of the reinforced concrete layer, a first layer of concrete is poured on the upper surface of the geomembrane, and a second layer of concrete is poured on the lower surface of the geomembrane. A layer of geotechnical cloth is laid on the upper surface of the second layer of concrete, and two concrete layers are arranged on the upper surface of the geotechnical cloth; the anti-seepage device is suitable for transformation of waste water pools of old factories, so that the anti-seepage function is achieved, and the environment-friendly requirement is met.

Description

Technical Field

[0001] The utility model relates to the technical field of wastewater ponds, in particular to an anti-seepage heavy metal wastewater pond. Background Art

[0002] In the environmental protection transformation of old factories, a large number of wastewater treatment ponds and storage ponds are required. Directly excavating and newly building anti-seepage ponds is costly, time-consuming, consumes a large amount of area, and involves a large amount of earthwork problems. The original ponds are severely damaged. After anti-seepage treatment, when the water level in the ponds is low during water storage, due to the relatively high groundwater level, the ponds will float, posing a major safety hazard. Thickening the bottom slab of the original pond affects the water storage capacity of the pond. Therefore, a technology for transforming old wastewater ponds is needed to improve the functions of the original ponds, solve leakage points, and increase anti-seepage, anti-floating, strengthening and reinforcement functions, and upgrade the standard of the ponds in the shortest time to avoid affecting normal production. Content of the Utility Model

[0003] In order to solve the above technical problems, the utility model provides an anti-seepage heavy metal wastewater pond.

[0004] The specific scheme of the utility model is as follows: an anti-seepage heavy metal wastewater pond, including a pond bottom base layer formed by bricklaying, a layer of reinforced concrete layer is cast on the inner surface of the pond bottom base layer, a layer of geomembrane is laid on the upper surface of the reinforced concrete layer, a first layer of concrete is cast on the upper surface of the geomembrane, a layer of geotextile is laid on the upper surface of the second layer of concrete, and a second layer of concrete layer is provided on the upper surface of the geotextile.

[0005] Preferably, both the first layer of concrete and the second layer of concrete adopt C30 plain concrete.

[0006] Preferably, the thickness of both the first layer of concrete and the second layer of concrete is 10 - 15 cm.

[0007] Preferably, the thickness of the reinforced concrete layer is 20 - 30 cm.

[0008] Preferably, the geomembrane adopts HDPE geomembrane.

[0009] Compared with the prior art, the utility model has the following beneficial effects: It is applicable to the transformation of wastewater ponds in old factories, enabling them to obtain anti-seepage functions to meet environmental protection requirements. Description of the Drawings

[0010] Figure 1 is the structural schematic diagram of the utility model;

[0011] In the figure: 1. Pond bottom base layer; 2. Reinforced concrete layer; 3. Geomembrane; 4. First layer of concrete; 5. Geotextile; 6. Second layer of concrete. Detailed Embodiment

[0012] As Figure 1 shown, a seepage-proof heavy metal wastewater pool in this embodiment includes a pool bottom base layer 1 assembled by bricklaying. A layer of reinforced concrete layer 2 is cast on the inner surface of the pool bottom base layer 1. A layer of geomembrane 3 is laid on the upper surface of the reinforced concrete layer 2. A first layer of concrete 4 is cast on the upper surface of the geomembrane 3. A layer of geotextile 5 is laid on the upper surface of the second layer of concrete 6. A second layer of concrete layer is provided on the upper surface of the geotextile 5. Preferably, both the first layer of concrete 4 and the second layer of concrete 6 are made of C30 plain concrete. Preferably, the thicknesses of the first layer of concrete 4 and the second layer of concrete 6 are 10 - 15 cm. Preferably, the thickness of the reinforced concrete layer 2 is 20 - 30 cm. Preferably, the geomembrane 3 is made of HDPE geomembrane.

[0013] The utility model is applicable to the transformation of old wastewater pools assembled by bricklaying. On this basis, after transformation, it has a certain seepage-proof function and can meet the environmental protection requirements.

Claims

1. An anti-seepage heavy metal wastewater pool, characterized in that: It includes a pool bottom base layer formed by bricklaying, a layer of reinforced concrete is cast on the inner surface of the pool bottom base layer, a layer of geomembrane is laid on the upper surface of the reinforced concrete layer, a first layer of concrete is cast on the upper surface of the geomembrane, a layer of geotextile is laid on the upper surface of the first layer of concrete, and a second layer of concrete is provided on the upper surface of the geotextile.

2. The anti-seepage heavy metal wastewater pool according to claim 1, wherein: Both the first layer of concrete and the second layer of concrete are made of C30 plain concrete.

3. The anti-seepage heavy metal wastewater pool according to claim 1, characterized in that: The thickness of both the first layer of concrete and the second layer of concrete is 10 - 15 cm.

4. An anti-seepage heavy metal wastewater pool according to claim 1, characterized in that: The thickness of the reinforced concrete layer is 20 - 30 cm.

5. The anti-seepage heavy metal wastewater tank according to claim 1, characterized in that: The geomembrane uses HDPE geomembrane.

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