CN106564976A - Deep filtering cylinder for garbage leachate - Google Patents
Deep filtering cylinder for garbage leachate Download PDFInfo
- Publication number
- CN106564976A CN106564976A CN201610982214.2A CN201610982214A CN106564976A CN 106564976 A CN106564976 A CN 106564976A CN 201610982214 A CN201610982214 A CN 201610982214A CN 106564976 A CN106564976 A CN 106564976A
- Authority
- CN
- China
- Prior art keywords
- filter
- grid
- side wall
- deeply
- cylinder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
Abstract
The invention provides a deep filtering cylinder for garbage leachate. The deep filtering cylinder mainly includes: a garbage storage pit, a plurality sets of fixing and protecting frames, a side wall primary filter grating, a side wall vertical deep filtering cylinder, a bottom edge pit channel, a bottom reinforcing protective frame, a bottom primary filter grating, a bottom horizontal deep filtering cylinder, an anti-seepage side wall, a leachate pipeline outside the storage pit, a leachate conditioning tank, an inner-outer communication pipeline, and an anti-seepage bottom board. The garbage storage pit is in a cuboid shape. The anti-seepage side wall is arranged on the four side walls of the garbage storage pit. A plurality sets of the fixing and protecting frames are disposed on the anti-seepage side wall, are used for fixing and protecting the internal side wall primary filter grating and are distributed uniformly, each set of the fixing and protecting frame composed of a plurality of circular steel rings. The circular steel rings are uniformly distributed in the vertical direction and are all horizontally arranged. The deep filtering cylinder has simple structure, less construction steps, short work time and low cost and can effectively collect the garbage leachate, thereby preventing pollution and protecting environment.
Description
Technical field
The invention belongs to and environment-friendly engineering and field of civil engineering, the deep filter filter of more particularly to a kind of percolate
Cylinder.
Background technology
Municipal refuse fills municipal refuse disposal area, and a large amount of garbage loading embeadings of municipal refuse disposal area will produce very big open ground
Table, even loosely-packed side slope.The waste gas of landfill yard, waste liquid, soil erosion and side slope safety are by the resident of surrounding, water body
Deng the very big harm of generation.In addition, due to the biological decomposition such as compacting and fermentation, contained pollutant in landfill waste
With moisture dissolution, and percolate will be formed together with rainfall, subsoil water etc..It is organic containing 99 kinds in this percolate
Pollutant and various inorganic pollutions, wherein 22 kinds of priority control lists for being put into China and American National Environmental Protection Administration.Therefore
Percolate is effectively collected and to carry out harmless treatment most important.
The content of the invention
A leachate collection difficult problem in order to solve construction of dump area, the present invention provides a kind of deep filter filter cylinder of percolate
And its collection method, by increasing attached component and fitting, simplify construction, working procedure is reduced, shortened man-hour, reduced cost, and energy
Percolate is effectively collected, pollution, environmental protection is prevented.
The technical solution used in the present invention is as follows：The deep filter filter cylinder of percolate, including：It is main by refuse pit, it is solid
Determine fender bracket, side wall initial filter grid, sidewalls vertical filter filter cylinder, bottom sides tunnel, bottom deeply and strengthen fender bracket, bottom just filter grid
Grid, bottom level filter filter cylinder, antiseepage side wall, storage hole extravasation filtrate conduit, leachate equalization basin, inside and outside unicom pipeline and antiseepage deeply
Base plate；
The refuse pit is set to cuboid；Four perisporiums of the refuse pit are provided with antiseepage side wall,
Some groups of fixation fender brackets are provided with the antiseepage side wall that four perisporiums are arranged, some groups of fixation fender brackets are to internal setting
Side wall initial filter grid is fixed and protects；Some groups of fixation fender brackets are uniformly distributed setting, and per group of fixed fender bracket is by some
Circular steel ring is arranged and formed, and circular steel ring in the vertical direction is uniformly distributed, and circular steel ring is level, and circular steel ring embedment is anti-
The radian for oozing side wall is arranged between 90 ° ~ 135 °；
Side wall initial filter grid is provided with circular steel ring, the side wall initial filter grid includes longitudinal grid and ring grid, longitudinal direction
The Grill space of grid and ring grid is arranged between 20 mm ~ 40mm, the side wall initial filter grid and fixed fender bracket
Minimum spacing is set to 20mm, and the side wall initial filter grids top is provided with steel plate and is closed；
The sidewalls vertical that is internally provided with of the side wall initial filter grid filters filter cylinder deeply, at the beginning of the sidewalls vertical filters filter cylinder and side wall deeply
The minimum spacing of filter grid grid is set to 10mm, and the barrel of sidewalls vertical filter filter cylinder deeply is provided with several little filter openings, minimum
Filter opening aperture is arranged between 5mm ~ 20mm, is provided with filter plate at the top of sidewalls vertical filter filter cylinder deeply and is closed；
The antiseepage side Bi get sides are provided with bottom sides tunnel, and the cross section in the bottom sides tunnel is set to sector, institute
The top for stating bottom sides tunnel is provided with some groups of bottoms reinforcement fender brackets, and fender bracket is strengthened by several arc-shaped steels in every group of bottom
Constitute, arc-shaped steel is uniformly distributed, one end embedment antiseepage base plate of arc-shaped steel, other end embedment antiseepage side wall, arc-shaped steel it is another
End is exposed, and the radian for exposing is arranged between 90 ° ~ 180 °, and arc-shaped steel is protected to bottom initial filter grid；
What fender bracket and bottom sides tunnel were strengthened in bottom is internally provided with bottom initial filter grid, and bottom initial filter grid includes longitudinal lattice
The Grill space of grid and ring grid, longitudinal grid and ring grid is arranged between 20 mm ~ 40mm, the first filter grid in the bottom
The minimum spacing that grid strengthen fender bracket with bottom is set to as 20mm；
The bottom level that is internally provided with of the bottom initial filter grid filters filter cylinder, the bottom level filter filter cylinder and bottom deeply deeply
The minimum spacing of portion's initial filter grid is set to 10mm, and the barrel of bottom level filter filter cylinder deeply is provided with several little filters
Hole, minimum filter opening hole is arranged between 5mm ~ 20mm；The sidewalls vertical minimum filter opening aperture of filter filter cylinder and bottom level deeply
The minimum filter opening aperture of deep filter filter cylinder is identical；
The sidewalls vertical filter filter cylinder and bottom level Shen Lv filter cylinders UNICOM deeply, the filter filter deeply of the bottom level at least on three sides
Cylinder is by inside and outside unicom pipeline and storage hole extravasation filtrate conduit UNICOM；
The leachate equalization basin is arranged on a side of refuse pit, is preferentially arranged on the wall of antiseepage side, and percolate leads to
Cross storage hole extravasation filtrate conduit and enter leachate equalization basin.
Used as a kind of preferred technical scheme, the bottom of the refuse pit and antiseepage side wall are disposed as antiseepage coagulation
Soil, and the bottom of refuse pit and the outermost layer of antiseepage side wall scribble polyurea waterproof coating material.
Used as a kind of preferred technical scheme, the side wall initial filter grid is made using aluminum grid, and is set to cylindrical shape.
Used as a kind of preferred technical scheme, sidewalls vertical filter filter cylinder deeply is set to cylindrical shape.
Used as a kind of preferred technical scheme, the bottom initial filter grid is made using aluminum grid, and is set to cylindrical shape.
Used as a kind of preferred technical scheme, bottom level filter filter cylinder deeply is set to cylindrical shape.
Compared with prior art, beneficial effects of the present invention：（1）Simple structure, working procedure is few, man-hour is short, cost
It is low；（2）Percolate can be effectively collected, pollution, environmental protection is prevented.
Description of the drawings
Fig. 1 is the deep filter filter cylinder and its collection method schematic diagram of percolate of the present invention；
Fig. 2 is Figure 1A-A generalized sections.
Number explanation in figure：1 refuse pit, 2 fix fender brackets, 3 side wall initial filter grids, 4 sidewalls verticals deeply filter filter cylinder, 5
It is outer that fender bracket, 7 bottom initial filter grids, 8 bottom levels filter filter cylinder, 9 antiseepage side walls, 10 storage holes deeply are strengthened in bottom sides tunnel, 6 bottoms
Percolate pipeline, 11 leachate equalization basins, unicom pipeline, 13 antiseepage base plates, 3-1 are ring lattice for longitudinal grid, 3-2 inside and outside 12
Grid.
Specific embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and embodiment is described in detail to the present invention, but not
They can be interpreted as limiting the scope of the present invention.
With reference to Fig. 1 and Fig. 2：The deep filter filter cylinder of percolate, including：Mainly by refuse pit 1, fixed fender bracket 2, side
Fender bracket 6, bottom initial filter grid 7, bottom are strengthened in wall initial filter grid 3, sidewalls vertical filter filter cylinder 4, bottom sides tunnel 5, bottom deeply
Level depth filter filter cylinder 8, antiseepage side wall 9, storage are cheated extravasation filtrate conduit 10, leachate equalization basin 11, inside and outside unicom pipeline 12 and are prevented
Ooze base plate 13；
The refuse pit 1 is set to cuboid；Four perisporiums of the refuse pit 1 are provided with antiseepage side wall 9,
Some groups of fixation fender brackets 2 are provided with the antiseepage side wall 9 that four perisporiums are arranged, 2 pairs of inside of some groups of fixation fender brackets set
The side wall initial filter grid 3 put is fixed and protects；Some groups of fixation fender brackets 2 are uniformly distributed setting, per group of fixed fender bracket 2
Arranged by some circular steel rings and formed, circular steel ring in the vertical direction is uniformly distributed, and circular steel ring is level, circular steel ring
The radian of embedment antiseepage side wall 9 is arranged between 90 ° ~ 135 °；
Side wall initial filter grid 3 is provided with circular steel ring, the side wall initial filter grid 3 includes longitudinal direction grid 3-1 and ring grid
The Grill space of 3-2, longitudinal grid 3-1 and ring grid 3-2 is arranged between 20 mm ~ 40mm, the side wall initial filter grid 3
20mm is set to the minimum spacing of fixed fender bracket 2, the top of the side wall initial filter grid 3 is provided with steel plate and is closed；
The sidewalls vertical that is internally provided with of the side wall initial filter grid 3 filters filter cylinder 4, the sidewalls vertical filter filter cylinder 4 and side deeply deeply
The minimum spacing of wall initial filter grid 3 is set to 10mm, and the barrel of sidewalls vertical filter filter cylinder 4 deeply is provided with several little filters
Hole, minimum filter opening aperture is arranged between 5mm ~ 20mm, and the top of sidewalls vertical filter filter cylinder 4 deeply is provided with filter plate and is sealed
Close；
Antiseepage side wall 9 obtains side and is provided with bottom sides tunnel 5, and the cross section in the bottom sides tunnel 5 is set to sector,
The top in the bottom sides tunnel 5 is provided with some groups of bottoms and strengthens fender bracket 6, and fender bracket 6 is strengthened by several in every group of bottom
Arc-shaped steel is constituted, and arc-shaped steel is uniformly distributed, one end embedment antiseepage base plate 13 of arc-shaped steel, other end embedment antiseepage side wall 9, arc
The other end of steel exposes, and the radian for exposing is arranged between 90 ° ~ 180 °, and arc-shaped steel is protected to bottom initial filter grid 7；
What fender bracket 6 and bottom sides tunnel 5 were strengthened in bottom is internally provided with bottom initial filter grid 7, and bottom initial filter grid 7 includes
The Grill space of longitudinal grid 3-1 and ring grid 3-2, longitudinal grid 3-1 and ring grid 3-2 is arranged on 20 mm ~ 40mm
Between, the minimum spacing that the bottom initial filter grid 7 strengthens fender bracket 6 with bottom is set to as 20mm；
The bottom level that is internally provided with of the bottom initial filter grid 7 filters filter cylinder 8, bottom level filter filter cylinder 8 deeply deeply
10mm is set to the minimum spacing of bottom initial filter grid 7, the barrel of bottom level filter filter cylinder 8 deeply is provided with some
Individual little filter opening, minimum filter opening hole is arranged between 5mm ~ 20mm；The minimum filter opening aperture and bottom of sidewalls vertical filter filter cylinder 4 deeply
The minimum filter opening aperture of portion's level filter filter cylinder 8 deeply is identical；
Sidewalls vertical filter filter cylinder 4 deeply and bottom level filter filter cylinder 8 UNICOM, at least bottom on three sides deeply
Level filter filter cylinder 8 deeply in portion's is by inside and outside unicom pipeline 12 and storage hole extravasation filtrate conduit 10 UNICOM；
The leachate equalization basin 11 is arranged on a side of refuse pit 1, is preferentially arranged on antiseepage side wall 9, diafiltration
Liquid enters leachate equalization basin 11 by storage hole extravasation filtrate conduit 10.
Used as a kind of preferred technical scheme, the bottom of the refuse pit 1 and antiseepage side wall 9 are disposed as antiseepage coagulation
Soil, and the bottom of refuse pit 1 and the outermost layer of antiseepage side wall 9 scribble polyurea waterproof coating material.
Used as a kind of preferred technical scheme, the side wall initial filter grid 3 is made using aluminum grid, and is set to cylinder
Shape.
Used as a kind of preferred technical scheme, sidewalls vertical filter filter cylinder 4 deeply is set to cylindrical shape.
Used as a kind of preferred technical scheme, the bottom initial filter grid 7 is made using aluminum grid, and is set to cylinder
Shape.
Used as a kind of preferred technical scheme, bottom level filter filter cylinder 8 deeply is set to cylindrical shape.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (6)
1. the deep of percolate filters filter cylinder, it is characterised in that include：Mainly by refuse pit (1), fixed fender bracket (2), side
Fender bracket (6), bottom just filter grid is strengthened in wall initial filter grid (3), sidewalls vertical filter filter cylinder (4), bottom sides tunnel (5), bottom deeply
Grid (7), bottom level deeply filter filter cylinder (8), antiseepage side wall (9), storage hole extravasation filtrate conduit (10), leachate equalization basin (11),
Inside and outside unicom pipeline (12) and antiseepage base plate (13)；
The refuse pit (1) is set to cuboid；Four perisporiums of the refuse pit (1) are provided with antiseepage side wall (9),
Some groups of fixation fender brackets (2) are provided with antiseepage side wall (9) that four perisporiums are arranged, some groups of fixation fender brackets (2) are right
Side wall initial filter grid (3) that inside is arranged is fixed and protects；Some groups of fixation fender brackets (2) are uniformly distributed setting, per group
Fixed fender bracket (2) is arranged by some circular steel rings and is formed, and circular steel ring in the vertical direction is uniformly distributed, and circular steel ring is
Level, the radian of circular steel ring embedment antiseepage side wall (9) is arranged between 90 ° ~ 135 °；
Side wall initial filter grid (3) is provided with circular steel ring, the side wall initial filter grid (3) is including longitudinal grid（3-1）And ring
To grid（3-2）, longitudinal grid（3-1）With ring grid（3-2）Grill space be arranged between 20 mm ~ 40mm, it is described
Side wall initial filter grid (3) is set to 20mm with the minimum spacing of fixed fender bracket (2), and side wall initial filter grid (3) top sets
It is equipped with steel plate to be closed；
The sidewalls vertical that is internally provided with of the side wall initial filter grid (3) filters filter cylinder (4), sidewalls vertical filter filter cylinder deeply deeply
(4) 10mm is set to the minimum spacing of side wall initial filter grid (3), the barrel of sidewalls vertical filter filter cylinder (4) deeply is provided with
Several little filter openings, minimum filter opening aperture is arranged between 5mm ~ 20mm, and the top of sidewalls vertical filter filter cylinder (4) deeply is arranged
There is filter plate to be closed,
Antiseepage side wall (9) obtains side and is provided with bottom sides tunnel (5), and the cross section of the bottom sides tunnel (5) is set to
Sector, the top of the bottom sides tunnel (5) is provided with some groups of bottoms and strengthens fender bracket (6), and protection is strengthened in every group of bottom
Frame (6) is made up of several arc-shaped steels, and arc-shaped steel is uniformly distributed, one end embedment antiseepage base plate (13) of arc-shaped steel, and the other end is buried
Enter antiseepage side wall (9), the other end of arc-shaped steel exposes, and the radian for exposing is arranged between 90 ° ~ 180 °, arc-shaped steel is to bottom
Initial filter grid (7) is protected；
Strengthen fender bracket (6) and bottom sides tunnel (5) and be internally provided with bottom initial filter grid (7), bottom initial filter grid in bottom
(7) including longitudinal grid（3-1）With ring grid（3-2）, longitudinal grid（3-1）With ring grid（3-2）Grill space set
Put between 20 mm ~ 40mm, the bottom initial filter grid (7) and bottom strengthen the minimum spacing of fender bracket (6) be set to for
20mm；
The bottom level that is internally provided with of the bottom initial filter grid (7) filters filter cylinder (8), bottom level filter filter deeply deeply
Cylinder (8) is set to 10mm, the barrel of bottom level filter filter cylinder (8) deeply with the minimum spacing of bottom initial filter grid (7)
Several little filter openings are provided with, minimum filter opening hole is arranged between 5mm ~ 20mm；
Filter the minimum filter opening aperture of filter cylinder (8) deeply with bottom level in the sidewalls vertical minimum filter opening aperture of filter filter cylinder (4) deeply
It is identical；
Sidewalls vertical filter filter cylinder (4) deeply and bottom level filter filter cylinder (8) UNICOM, at least bottom level on three sides deeply
Deep filter
Filter cylinder (8) is by inside and outside unicom pipeline (12) and storage hole extravasation filtrate conduit (10) UNICOM；
The leachate equalization basin (11) is arranged on a side of refuse pit (1), is preferentially arranged on antiseepage side wall (9),
Percolate cheats extravasation filtrate conduit (10) into leachate equalization basin (11) by storage.
2. the deep of percolate according to claim 1 filters filter cylinder, it is characterised in that the bottom of the refuse pit (1)
Portion and antiseepage side wall (9) are disposed as impervious concrete, and the bottom of refuse pit (1) and the outermost layer of antiseepage side wall (9) are equal
Scribble polyurea waterproof coating material.
3. the deep of percolate according to claim 1 filters filter cylinder, it is characterised in that the side wall initial filter grid (3)
Made using aluminum grid, and be set to cylindrical shape.
4. the deep of percolate according to claim 1 filters filter cylinder, it is characterised in that sidewalls vertical filter filter cylinder deeply
(4) it is set to cylindrical shape.
5. the deep of percolate according to claim 1 filters filter cylinder, it is characterised in that the bottom initial filter grid (7)
Made using aluminum grid, and be set to cylindrical shape.
6. the deep of percolate according to claim 1 filters filter cylinder, it is characterised in that bottom level filter filter cylinder deeply
(8) it is set to cylindrical shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610982214.2A CN106564976A (en) | 2016-11-09 | 2016-11-09 | Deep filtering cylinder for garbage leachate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610982214.2A CN106564976A (en) | 2016-11-09 | 2016-11-09 | Deep filtering cylinder for garbage leachate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106564976A true CN106564976A (en) | 2017-04-19 |
Family
ID=58540328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610982214.2A Withdrawn CN106564976A (en) | 2016-11-09 | 2016-11-09 | Deep filtering cylinder for garbage leachate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106564976A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108275860A (en) * | 2018-01-23 | 2018-07-13 | 中环沃野环保有限公司 | Rain-proof type in-situ type is unpowered modularized slurry separator |
| CN108358419A (en) * | 2018-01-23 | 2018-08-03 | 中环沃野环保有限公司 | The method of in-situ type is unpowered modularized slurry separator and mud-water separation |
| CN114457855A (en) * | 2022-02-11 | 2022-05-10 | 中钢集团马鞍山矿山研究总院股份有限公司 | Sunken horizontal seepage-proofing and perpendicular seepage-proofing integrated configuration |
-
2016
- 2016-11-09 CN CN201610982214.2A patent/CN106564976A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108275860A (en) * | 2018-01-23 | 2018-07-13 | 中环沃野环保有限公司 | Rain-proof type in-situ type is unpowered modularized slurry separator |
| CN108358419A (en) * | 2018-01-23 | 2018-08-03 | 中环沃野环保有限公司 | The method of in-situ type is unpowered modularized slurry separator and mud-water separation |
| CN114457855A (en) * | 2022-02-11 | 2022-05-10 | 中钢集团马鞍山矿山研究总院股份有限公司 | Sunken horizontal seepage-proofing and perpendicular seepage-proofing integrated configuration |
| CN114457855B (en) * | 2022-02-11 | 2023-09-15 | 中钢集团马鞍山矿山研究总院股份有限公司 | Sinking type horizontal seepage-proofing and vertical seepage-proofing combined structure |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170419 |