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.

Inactive Publication Date: 2012-12-12
中国市政工程西北设计研究院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

During the operation process after the completion of the construction of the domestic waste landfill, as mentioned above, the uppermost geotextile and geomembrane of the anti-seepage layer structure of the upper part of the landfill where the domestic waste has not been filled to a height must be exposed to wind and rain. , Exposure to the sun for several years, or even more than ten years, the anti-seepage membrane in the anti-seepage layer structure, especially the geotextile on the surface of the anti-seepage layer structure will age or even rupture under the condition of rain and sun for many years , which seriously affects the anti-seepage performance of the anti-seepage layer structure, resulting in the reduction or disappearance of the anti-seepage function of the anti-seepage layer structure. vital technology

Method used

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  • Upper protective layer structure of impervious barrier structure of municipal solid waste landfill
  • Upper protective layer structure of impervious barrier structure of municipal solid waste landfill
  • Upper protective layer structure of impervious barrier structure of municipal solid waste landfill

Examples

Experimental program
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Effect test

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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Abstract

An upper protective layer structure of an impervious barrier structure of a municipal solid waste landfill is a protective layer structure for projecting an uppermost geotextile layer and geomembrane of the impervious barrier structure at the no-landfill-waste position during design of the upper leachate guide layer of the impervious barrier structure for a pebble bed landfill. The upper protective layer structure of the impervious barrier structure of the municipal solid waste landfill comprises a reservoir side wall slope. An impervious barrier lower structure, an impervious HDPE (high-density polyethylene) film and geotextile are sequentially arranged on the surface of the reservoir side wall slope from top to bottom. A wheat straw mud layer or rice straw mud layer is arranged on the geotextile. Geogrid is arranged in the middle of the wheat straw mud layer or rice straw mud layer in the area with gradient larger than 1:1. The wheat straw mud or rice straw mud firmly and durably protects the upper geotextile and the geomembrane of the impervious barrier structure. The upper protective layer structure has the advantages that structure is simple, construction is safe and convenient, materials are taken locally, quality is reliable, and protection of the geotextile and the geomembrane on the structure surface is evidently effective. Ageing and cracking of the geotextile and the geomembrane on the surface of the impervious barrier structure due to long-term rain and insolation are prevented, and impermeability of the impervious barrier structure is ensured.

Description

technical field [0001] The invention belongs to the technical field of domestic waste treatment, and in particular relates to an upper protective layer structure of an anti-seepage layer structure of a domestic waste landfill. Background technique [0002] The function of the anti-seepage structure of the domestic waste landfill is to completely isolate the landfill from the surrounding strata through the anti-seepage layer, forming an independent and closed environment of the landfill, thereby preventing the landfill leachate from seeping into the ground and affecting the environment around the landfill. groundwater pollution. The stability, durability and effectiveness of the anti-seepage layer structure of the landfill site is the guarantee for its function. The protection of the anti-seepage layer structure after laying is a very important engineering measure in the operation process of the domestic waste landfill site. [0003] In the structural design of the anti-seep...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D31/00
Inventor 裴照堂张延明章伟民张晶莉
Owner 中国市政工程西北设计研究院有限公司
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