CN202849112U - Organic sewage treating pool bottom board - Google Patents
Organic sewage treating pool bottom board Download PDFInfo
- Publication number
- CN202849112U CN202849112U CN 201220398123 CN201220398123U CN202849112U CN 202849112 U CN202849112 U CN 202849112U CN 201220398123 CN201220398123 CN 201220398123 CN 201220398123 U CN201220398123 U CN 201220398123U CN 202849112 U CN202849112 U CN 202849112U
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- sewage
- active carbon
- bottom board
- carbon layer
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- Withdrawn - After Issue
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Abstract
The utility model relates to an organic sewage treating pool bottom board which comprises a bentonite bottom board substrate layer, wherein a coal ash layer is arranged on the bentonite bottom board substrate layer; an active carbon layer which is movably connected is arranged on the coal ash layer; the density of the coal ash layer is 1.9-2.9g/cm<3>; the active carbon layer is distributed discontinuously; the surface of the active carbon layer is corrugated; the bentonite bottom board substrate layer is 5-10 cm thick. The sewage treating pool bottom structure provided by the utility model is capable of treating sewage with the synergistic effect of an absorption device in the treating pool, so that the sewage treatment capability is improved; as a result, the treating capability of 5 ton of sewage per day can be improved to 7-8 tons. The active carbon layer connected movably can be detached for renaturation every 7-14 days.
Description
Technical field
The application belongs to the waste disposal plant technical field, relates in particular to a kind of base arrangement for the organic sewage treating pond.
Background technology
Sewage disposal generally is divided into production waste and processes and sanitary sewage disposal.Production waste comprises industrial sewage, rural sewage and medical sewage etc., and sanitary sewage is exactly the sewage that daily life produces, and refers to various forms of inorganicss and organic complex mixture, comprising: floating big or small solid particulate with suspending; Glue and gel diffusate; Pure solution.Character by sewage is divided, and the pollution of water has two classes: a class is natural pollution; Another kind of is artifact pollution.Current to water body harm larger be artifact pollution.Water pollutes and can mainly be divided into chemical contamination, physical pollution and biotic pollution three major types according to the difference of polluting impurity.Pollutent mainly contains: (1) unprocessed and the discharging trade effluent; (2) unprocessed and the discharging sanitary sewage; (3) use in a large number the farmland sewage of chemical fertilizer, agricultural chemicals, weedicide; (4) be deposited in trade waste and the domestic refuse of river bank; (5) soil erosion; (6) mine sewage.The cost of sewage disposal energy consumption: substantially all be high energy consumption inefficient.At present city domestic sewage discharging has been the primary pollution source of China's municipal water; it is the most important thing of at present and in the future urban water conservation and treatment work that city domestic sewage is processed; this just requires us to grab the construction of processing the sanitary sewage facility as the important content of urban infrastructure, and is too impatient to wait thing.Existing treatment tank is generally only considered its water isolating for pool wall, does not effectively utilize.
Summary of the invention
The technical problem that solves: the application provides a kind of improved treatment tank for the shortcoming of above-mentioned materials, transforms at the bottom of the pond of this treating pond, has improved the sewage treatment capacity for the treatment of pond.
Technical scheme: organic sewage treating pond base plate, comprise wilkinite backplane substrate layer, which is provided with Flyash Layer, Flyash Layer is provided with the active carbon layer of flexible connection, and the density of described Flyash Layer is 1.9～2.9g/cm
3Described active carbon layer is discontinuously arranged, and the surface of active carbon layer is accordion.Described wilkinite backplane substrate bed thickness 5～10cm.
Beneficial effect: the treatment tank bottom structure that the application provides, dispose of sewage with the adsorption unit synergy in the treating pond, improved sewage treatment capacity, can be processed the treating pond of 5 tons of sewage day and bring up to 7～8 tons of daily handling abilities.The every use of active carbon layer that is flexibly connected can be dismantled after 7～14 days and be carried out renaturation.
Description of drawings
Fig. 1 is organic sewage treating pond base arrangement schematic diagram, active carbon layer 1, Flyash Layer 2, wilkinite backplane substrate layer 3 among the figure.
Embodiment
Embodiment 1:
Organic sewage treating pond base plate comprises wilkinite backplane substrate layer 3, which is provided with Flyash Layer 2, and Flyash Layer is provided with the active carbon layer 1 of flexible connection, and the density of described Flyash Layer is 1.9g/cm
3Described active carbon layer is discontinuously arranged, and the surface of active carbon layer is accordion.Described wilkinite backplane substrate bed thickness 5cm.The treatment tank bottom structure that the application provides is disposed of sewage with the adsorption unit synergy in the treating pond, has improved sewage treatment capacity, can be processed the treating pond of 5 tons of sewage day and bring up to 8 tons of daily handling abilities.The every use of active carbon layer that is flexibly connected can be dismantled after 7～14 days and be carried out renaturation.
Organic sewage treating pond base plate comprises wilkinite backplane substrate layer 3, which is provided with Flyash Layer 2, and Flyash Layer is provided with the active carbon layer 1 of flexible connection, and the density of described Flyash Layer is 2.9g/cm
3Described active carbon layer is discontinuously arranged, and the surface of active carbon layer is accordion.Described wilkinite backplane substrate bed thickness 10cm.The treatment tank bottom structure that the application provides is disposed of sewage with the adsorption unit synergy in the treating pond, has improved sewage treatment capacity, can be processed the treating pond of 5 tons of sewage day and bring up to 7 tons of daily handling abilities.The every use of active carbon layer that is flexibly connected can be dismantled after 7～14 days and be carried out renaturation.
Claims (3)
1. organic sewage treating pond base plate is characterized in that comprising wilkinite backplane substrate layer (3), which is provided with Flyash Layer (2), and Flyash Layer is provided with the active carbon layer (1) of flexible connection, and the density of described Flyash Layer is 1.9～2.9g/cm
3
2. organic sewage treating pond base plate according to claim 1 is characterized in that described active carbon layer is discontinuously arranged, and the surface of active carbon layer is accordion.
3. organic sewage treating pond base plate according to claim 1 is characterized in that described wilkinite backplane substrate bed thickness 5～10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220398123 CN202849112U (en) | 2012-08-13 | 2012-08-13 | Organic sewage treating pool bottom board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220398123 CN202849112U (en) | 2012-08-13 | 2012-08-13 | Organic sewage treating pool bottom board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202849112U true CN202849112U (en) | 2013-04-03 |
Family
ID=47980332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220398123 Withdrawn - After Issue CN202849112U (en) | 2012-08-13 | 2012-08-13 | Organic sewage treating pool bottom board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202849112U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102795714A (en) * | 2012-08-13 | 2012-11-28 | 吴江市聚力机械有限公司 | Organic sewage treatment pool bottom slab |
-
2012
- 2012-08-13 CN CN 201220398123 patent/CN202849112U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102795714A (en) * | 2012-08-13 | 2012-11-28 | 吴江市聚力机械有限公司 | Organic sewage treatment pool bottom slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130403 Effective date of abandoning: 20131023 |
|
| RGAV | Abandon patent right to avoid regrant |