CN104556353B - Underground integrated sewage treating equipment - Google Patents
Underground integrated sewage treating equipment Download PDFInfo
- Publication number
- CN104556353B CN104556353B CN201510066305.7A CN201510066305A CN104556353B CN 104556353 B CN104556353 B CN 104556353B CN 201510066305 A CN201510066305 A CN 201510066305A CN 104556353 B CN104556353 B CN 104556353B
- Authority
- CN
- China
- Prior art keywords
- sewage
- filtrate district
- filter media
- media room
- filtrate
- 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.)
- Active
Links
Landscapes
- Sewage (AREA)
- Filtration Of Liquid (AREA)
Abstract
The present invention relates to a kind of sewage disposal device, disclose a kind of underground integrated sewage treating equipment, including molded vessel shell and content；Described molded vessel shell includes filter media room I and the filter media room II being interconnected；Described filter media room I and filter media room II is made up of the filtrate district being sequentially communicated respectively, and different contents is filled respectively to remove different pollutant by described filtrate district；Filter media room I includes filtrate district I, filtrate district II and the filtrate district III being sequentially communicated；Filter media room II includes filtrate district IV, filtrate district V and the filtrate district VI being sequentially communicated.It is an advantage of the current invention that, can solve the problem that the saturation of the most more content being present in artificial swamp is inconsistent, filter efficiency is caused to decline, the problem that whole service life reduces, can carry out filtrate backwash easily, time saving and energy saving (this meaning please be express), in addition, there is provided one can be manufactured by entirety, the New foul water disposal facility that modularity uses.
Description
Technical field
The present invention relates to a kind of sewage disposal device, particularly to a kind of underground integrated sewage treating equipment,
It is possible not only to improve sewage treating efficiency, and can preferably use as a kind of constructed wetland device,
The most cheap for manufacturing cost, and there is preferable filter efficiency and filter capacity.
Background technology
At present, process sewage in modes such as some application artificial swamps, the especially occasion of sanitary sewage, logical
It is often that the form using armored concrete cast-in-site carries out making.Disadvantageously, manufacturing cost is high, and
It is difficult to use modularized design and use, limits its use occasion.Further, the water in artificial swamp
Flowing to toward there is lamination, the most down, flow velocity eases up, and causes the filter material of bottom fully to be made
With, the filter material on upper strata tends to saturated the most soon, reduces the whole service life of equipment.
In view of this, it is necessary to design one has modularity feature, has the novel of longer service life
Sewage-treatment plant.
Summary of the invention
The present invention is directed to the shortcoming that prior art cannot make full use of the filter capacity of filter material, it is provided that a kind of
Underground integrated sewage treating equipment, it is possible to by guiding the flow direction of sewage, thus improve entirety, especially
It is the filter material service efficiency of lower floor, thus improves in entirety the service life of sewage disposal device, further
Ground, uses integrated poured technique for existing artificial swamp, it is achieved that modularity, the design mesh of miniaturization
's.
For achieving the above object, the present invention can take following technical proposals:
A kind of underground integrated sewage treating equipment, including molded vessel shell and content；
Described molded vessel shell includes filter media room I and the filter media room II being interconnected；
Described filter media room I and filter media room II is made up of the filtrate district being sequentially communicated respectively, is beneficial to recoil
To reduce the washing water quantity and time being carried out filtrate district, different contents is filled in described filtrate district respectively
Thing is to remove different pollutant；
Filter media room I includes filtrate district I, filtrate district II and the filtrate district III being sequentially communicated；
Filter media room II includes filtrate district IV, filtrate district V and the filtrate district VI being sequentially communicated.
In embodiments herein, described filtrate district is arranged as being beneficial to carry out recoiling and recoiling
Time prevent from mixing between different contents.
In embodiments herein, described filtrate district is designed to beneficially treatment sewage inside filter media room
Run through.
In embodiments herein, the filling position pair of the content of described filter media room I and filter media room II
Claim to arrange.
In embodiments herein, it is provided with for stoping content to pass through between described different filtrate district
Or the intercommunicating pore that content passes through when recoiling.
In embodiments herein, described filtrate district includes that a sewage diffusion device or a sewage converge dress
Put.
In embodiments herein, described filtrate district include one along treatment sewage flow direction gradually
Increase sewage by region as sewage diffusion device or one along treatment sewage flow direction gradually
The sewage reduced passes through region as sewage converging device.
In embodiments herein, described filtrate district also includes that one prolongs along the flow direction for the treatment of sewage
The holding means stretched, described sewage diffusion device and sewage converging device lay respectively at described holding means
Both sides.
In embodiments herein, described sewage diffusion device include being positioned at bottom filtrate district by filtrate district
Sewage inlet end extend to the sloped sidewall I, described sloped sidewall I of outlet of sewer end and extend along it
Direction has the level inclination being gradually reduced；Described sewage converging device include being positioned at bottom filtrate district by filtering
The sewage inlet end in material district extend to the sloped sidewall II, described sloped sidewall II of outlet of sewer end along
Its bearing of trend has the level inclination being gradually increased.
The present invention has a following notable technique effect:
Shorten the construction period, avoid the impact of weather, it is ensured that the construction quality of artificial swamp, it is ensured that
Effluent quality.
Further, use modular design, reduce and formed artificial swamp by this sewage disposal device
Installation cost.Additionally, by the drainage flow direction within change, improve the treatment effeciency of filter packing,
Improve the service life of entirety.
Accompanying drawing explanation
Fig. 1 is the structural representation of the top view of underground integrated sewage treating equipment.
Fig. 2 be Fig. 1 A-A to cut-away illustration.
Fig. 3 be Fig. 1 B-B to cut-away illustration.
Fig. 4 be Fig. 1 C-C to cut-away illustration.
Detailed description of the invention
Below in conjunction with embodiment, the present invention is described in further detail.
Embodiment 1
A kind of underground integrated sewage treating equipment, as Figure 1-4, it is common that complete in indoor to produce system
Make, if needing to form artificial swamp, then can carry out splicing in actually used place and install, including mould
Pressure vessel shell 100 and content 200；This equipment, as a kind of integrated constructed wetland equipment, is not only wanted
Ask can make on can one-shot forming, and be adapted to modularized design and use, the most also requirement can
It is advantageously applied to the composition of artificial swamp.
Described molded vessel shell 100 includes filter media room I110 and the filter media room II120 being interconnected；Described
Filter media room I110 and filter media room II120 is made up of the filtrate district being sequentially communicated respectively, described filtrate district 130
Fill different contents 200 respectively to remove different pollutant.Preferably, one is present embodiments provided
Planting the arrangement mode of content, treatment sewage initially enters filtrate district I111, at its content A filled
Under the effect of filtrate, remove the SS in sewage, i.e. solid suspension concentration；It is then passed through filtrate district II112,
Under the effect of its content B filtrate filled, remove ammonia nitrogen；Eventually pass filtrate district III113, fill out at it
Under the effect of the content C filtrate filled, remove the phosphorus in sewage or its compound.At filter media room II120, interior
Tolerant order filter media room I110 relatively is set for inversely arrange, first go dephosphorization, then remove ammonia nitrogen,
Finally remove SS.Further, two Shi Gong six districts it are divided into inside it.
Filter media room I110 includes filtrate district I111, filtrate district II112 and the filtrate district III113 being sequentially communicated；
Filter media room II120 includes filtrate district IV121, filtrate district V122 and the filtrate district VI123 being sequentially communicated.
Connection is realized by the intercommunicating pore 140 of sidewall between filtrate district.
Described filtrate district 130 is arranged as being beneficial to carry out recoiling and preventing different contents when recoiling
Mix between thing.The filling position of the content of described filter media room I110 and filter media room II120 is symmetrical
Arrange.When recoiling, the mixing of content can be avoided to greatest extent, and content can be carried out
Secondary utilizes.Especially since the flow direction of current changes in artificial swamp, then will not be to sewage
Filter effect produce any impact.It is possible to further artificial swamp is rinsed by recoil operation,
I.e. change the flow direction of current, it is to avoid content causes what filter efficiency declined to ask owing to absorbability is saturated
Topic.During additionally, recoil, in addition it is also necessary to consider in back flushing process, if can be in back flushing process,
Limits ground is discharged when filtering, and stays the impurity in filtrate, thus, respectively by filter media room I110 and filter
Material room II120 is designed as symmetrical structure, makes in back flushing process, and recoil current can touch bottom filtrate more,
Thus improve the efficiency of recoil, experiments verify that, relative to existing structure, backwash efficiency can be improved and reach
More than 20%, there is preferable using value.Further, as the optional scheme of another kind, can will filter
The inclined-plane slope that the slope on the inclined-plane in the close exit of material room is designed as relative import department is the mildest, not only
Be conducive to improving backwash efficiency further.Further, with technique scheme analogously, an arc
The lower arcuate surface spending less filter media room is the optional scheme of another one.
Further, to be designed to beneficially treatment sewage internal the most logical in filter media room in described filtrate district 130
Crossing, this design in filtrate district is the shape by changing filtrate district, thus with making sewage non-uniform velocity in filtrate district
Pass through, reach to improve the purpose of filtration efficiency.
It is provided with for stoping content to pass through or the content when recoiling between described different filtrate district
The intercommunicating pore 140 that thing passes through, the effect of intercommunicating pore 140 includes separating different contents, needs to ensure entering
During row recoil, content will not cause mixing by intercommunicating pore 140.Additionally, energy is also wanted in the setting of intercommunicating pore
Enough ensure that enough water yields can be passed through.Intercommunicating pore 140 is distributed in the spaced-apart sidewalls between two filtering areas,
There is sufficiently small aperture and abundant quantity.As the optional scheme of one, intercommunicating pore should be more
Be distributed in the lower end of sidewall, improve the filter efficiency of entire content.
Described filtrate district 130 includes sewage diffusion device 131 or a sewage converging device 132.Described filter
Material district 130 include the sewage being gradually increased along the flow direction for the treatment of sewage by region as sewage
The sewage that disperser 131 or is gradually reduced along the flow direction for the treatment of sewage is by region conduct
Sewage converging device 132.As the optional scheme of one, sewage diffusion device 131 and sewage converging device
132 can be configured so that and are symmetric along following holding means 133, sewage diffusion device 131 and
The shape that sewage converging device 132 can use can be arc or parabola shaped, particularly, close
The arrival end of sewage, needs to arrange one and has, on sewage overall flow direction, the filtering area being increased dramatically and cut
The close filtering area arrival end of face area, i.e. sewage diffusion device 131 or sewage converging device 132 has
Bigger level inclination, i.e. sidewall and the angle of horizontal direction.For ensureing to reduce the flow velocity of sewage, make water
Stream tends towards stability, and is uniformly distributed in levels, improves the filter efficiency of content, prevents due to arrival end
The too fast sewage caused of effluent flow rate fails to enter bottom filtering area or generation layering in filtering area, reduces
The problem of filter efficiency.
Described filtrate district 130 also includes a holding means 133 extended along the flow direction for the treatment of sewage,
Described sewage diffusion device 131 and sewage converging device 132 lay respectively at the two of described holding means 133
Side.Holding means 133 can be along its flowing side substantially for the treatment sewage remaining at flowing
To flowing, reduce its trend flowed up and down and possibility.Described holding means 133 is one section and is arranged at dirt
Between water disperser 131 and sewage converging device 132, there is sewage diffusion device 131 or sewage
The caliber of the maximum gauge of converging device 132, it is ensured that sewage can be under the effect of sewage diffusion device 131
Continue bottom horizontal flow sheet, improve filter efficiency.
Additionally, the effect of sewage converging device 132 is to allow the sewage of bottom can little by little converge to upper strata,
Until the position of the port of export of filtering area.During sewage rises, content can be utilized to large extent
Thing, improves filter efficiency.
Further, as the preferred scheme of one, described sewage diffusion device 131 includes being positioned at filtrate district
The sloped sidewall I131a being extended to outlet of sewer end by the sewage inlet end in filtrate district 130 bottom 130,
Described sloped sidewall I131a has the level inclination being gradually reduced along its bearing of trend；Described sewage converges dress
Put 132 to include being positioned at and extended to sewage by the sewage inlet end in filtrate district 130 bottom filtrate district 130
The sloped sidewall II132a of the port of export, described sloped sidewall II132a have along its bearing of trend and are gradually increased
Level inclination.
In a word, the foregoing is only presently preferred embodiments of the present invention, all made according to scope of the present invention patent
Impartial change with modify, all should belong to the covering scope of patent of the present invention.
Claims (7)
1. a underground integrated sewage treating equipment, it is characterised in that include molded vessel shell (100) and content (200)；
Described molded vessel shell (100) include the filter media room I(that is interconnected110) and filter media room II(120)；
Described filter media room I(110) and filter media room II(120) be made up of the filtrate district being sequentially communicated respectively, it is beneficial to carry out recoiling to reduce the washing water quantity and time that filtrate district is carried out, described filtrate district (130) fill respectively different content (200) to remove different pollutant；
Filter media room I(110) include the filtrate district I(that is sequentially communicated111), filtrate district II(112) and filtrate district III(113)；
Filter media room II(120) include the filtrate district IV(that is sequentially communicated121), filtrate district V(122) and filtrate district VI(123)；
Described filtrate district (130) include the sewage being gradually increased along the flow direction for the treatment of sewage by region as sewage diffusion device (131) or the sewage being gradually reduced along the flow direction for the treatment of sewage by region as sewage converging device (132)；Described sewage diffusion device (131) include being positioned at filtrate district (130) bottom by filtrate district (130) sewage inlet end extend to the sloped sidewall I(131a of outlet of sewer end), described sloped sidewall I(131a) there is the level inclination being gradually reduced along its bearing of trend；Described sewage converging device (132) include being positioned at filtrate district (130) bottom by filtrate district (130) sewage inlet end extend to the sloped sidewall II(of outlet of sewer end132a), described sloped sidewall II(132a) there is the level inclination being gradually increased along its bearing of trend.
Underground integrated sewage treating equipment the most according to claim 1, it is characterised in that described filtrate district (130) be arranged as being beneficial to carry out recoiling and prevent when recoiling to mix between different contents.
3. according to the underground integrated sewage treating equipment described in claims 1 or 2, it is characterised in that described filtrate district (130) be designed to beneficially treatment sewage and run through inside filter media room.
Underground integrated sewage treating equipment the most according to claim 2, it is characterised in that described filter media room I(110) and filter media room II(120) the filling position of content be symmetrical arranged.
5. according to the underground integrated sewage treating equipment described in claim 2 or 4, it is characterised in that be provided with between described different filtrate district for stop content to pass through or content passes through when recoiling intercommunicating pore (140).
Underground integrated sewage treating equipment the most according to claim 3, it is characterised in that described filtrate district (130) include a sewage diffusion device (131) or a sewage converging device (132).
Underground integrated sewage treating equipment the most according to claim 6, it is characterised in that described filtrate district (130) also include one along treatment sewage flow direction extend holding means (133), described sewage diffusion device (131) and sewage converging device (132) lay respectively at described holding means (133) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510066305.7A CN104556353B (en) | 2015-02-09 | 2015-02-09 | Underground integrated sewage treating equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510066305.7A CN104556353B (en) | 2015-02-09 | 2015-02-09 | Underground integrated sewage treating equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104556353A CN104556353A (en) | 2015-04-29 |
| CN104556353B true CN104556353B (en) | 2016-11-30 |
Family
ID=53073555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510066305.7A Active CN104556353B (en) | 2015-02-09 | 2015-02-09 | Underground integrated sewage treating equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104556353B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112607866B (en) * | 2020-10-20 | 2021-12-14 | 中国水利水电科学研究院 | Wetland sewage purification device and method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2887843Y (en) * | 2006-02-27 | 2007-04-11 | 成都凯恩思环保科技有限公司 | Integrated treatment device for lake and landscape water |
| CN202680252U (en) * | 2011-12-27 | 2013-01-23 | 张家港市君之旺水族科技有限公司 | Water pollutant separating device |
| CN203159307U (en) * | 2013-02-06 | 2013-08-28 | 姜汉平 | Composite biomechanical filter |
| CN203458852U (en) * | 2013-08-10 | 2014-03-05 | 陈凤珠 | Gas-water backflushing multi-chamber filter |
| CN204625284U (en) * | 2015-02-09 | 2015-09-09 | 浙江商达环保有限公司 | Underground integrated sewage treating equipment |
-
2015
- 2015-02-09 CN CN201510066305.7A patent/CN104556353B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104556353A (en) | 2015-04-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109796074A (en) | Filter block for biological aerated filter and the biological aerated filter using the filter block | |
| CN211113993U (en) | Hydraulic engineering desilting device | |
| CN104556353B (en) | Underground integrated sewage treating equipment | |
| CN1318118C (en) | Fibrous filtering pool | |
| CN101269880B (en) | Zanjon type gas-lift stream-pull tridimensional circulation type integral co-construction oxidation ditch | |
| CN203154885U (en) | V-shaped sedimentation tank | |
| CN110117062B (en) | Novel biological filter backwash gas distribution pipeline system and biological aerated filter | |
| CN103127750B (en) | Rhombus tubulation sediment structure and rhombus tubulation assembly | |
| CN204625284U (en) | Underground integrated sewage treating equipment | |
| CN104386811B (en) | A kind of for the sludge return type triphase separator in anaerobic reactor | |
| CN203639240U (en) | Small town domestic sewage treatment system using composite biological constructed wetland | |
| CN206668981U (en) | Wastewater valve and water cleaning systems | |
| CN105031979A (en) | V-shaped steady flow separator | |
| CN101247872B (en) | Apparatus and method for disturbing gas and liquid during backwash in filter underdrain flumes using dual separation | |
| CN209392791U (en) | Sedimentation basin | |
| CN203139789U (en) | Novel miniature air-water backwash filtering basin | |
| CN202526943U (en) | Rhombus shell tube precipitation structure and rhombus shell tube assembly | |
| CN207169134U (en) | The full-automatic valveless water filter device of gravity type | |
| CN210495361U (en) | U-shaped air-water distribution filter brick | |
| CN211078711U (en) | Integrated water purifier | |
| CN212293180U (en) | Multifunctional water distribution well for subsurface flow wetland | |
| CN203715384U (en) | Unpowered aeration system | |
| CN201969392U (en) | Homogeneous particle filter material reverse-graded quick filter pool | |
| CN114988586B (en) | Assembled vertical subsurface flow structure, construction method and sewage treatment method | |
| CN213192637U (en) | Filter tank for purifying water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 310000 Xihu District, Hangzhou, Wen Wen Road No. 164, Hangzhou Institute of Commerce,, two Applicant after: ZHEJIANG SHUANGLIANG SHANGDA ENVIRONMENTAL PROTECTION Co.,Ltd. Address before: 310000 Xihu District, Hangzhou, Wen Wen Road No. 164, Hangzhou Institute of Commerce,, two Applicant before: ZHEJIANG SUNDA ENVIRONMENTAL PROTECTION Co.,Ltd. |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Inside Hangzhou Business School, No.164 Wen'er Road, Xihu District, Hangzhou City, Zhejiang Province, 310000 Patentee after: Zhe JIANG Shuangliang Sunda Environment Protection Co.,Ltd. Address before: Inside Hangzhou Business School, No.164 Wen'er Road, Xihu District, Hangzhou City, Zhejiang Province, 310000 Patentee before: ZHEJIANG SHUANGLIANG SHANGDA ENVIRONMENTAL PROTECTION Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |