CN207891130U - A kind of combined unpowered sewage purification integration facility - Google Patents
A kind of combined unpowered sewage purification integration facility Download PDFInfo
- Publication number
- CN207891130U CN207891130U CN201820150403.8U CN201820150403U CN207891130U CN 207891130 U CN207891130 U CN 207891130U CN 201820150403 U CN201820150403 U CN 201820150403U CN 207891130 U CN207891130 U CN 207891130U
- Authority
- CN
- China
- Prior art keywords
- plate
- overhead gage
- lower baffle
- vessel
- combined
- 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
Abstract
The utility model discloses a kind of combined unpowered sewage purification integration facilities, including：Pond and purification facility, the pond includes bottom plate, side guard plate, front end-plate and end plate, it is provided with the overhead gage that several piece extends downwardly between two blocks of side guard plates, the stone positioned at overhead gage bottom is provided on the bottom plate to be supported, the lower baffle plate being located between adjacent two pieces of overhead gages is provided on the bottom plate, the purification facility is separately positioned on the both sides of overhead gage, the purification facility respectively includes soil horizon, the first gravel layer and the second gravel layer, and kind is implanted with water plant on the soil horizon.By the above-mentioned means, combined unpowered sewage purification integration facility described in the utility model, is not necessarily to energy consumption, water impact is small, changes water body flow form, elongates glide path, delays flowing time, water body to be able to wrap up in oxygen oxygenation, repaired water body.
Description
Technical field
The utility model is related to technical field of environmental management, more particularly to a kind of combined unpowered sewage purification one
Change facility.
Background technology
With the deterioration of environmental problem, the pollution problem in lake also getting worse.The pollutant in lake is mainly derived from agriculture
Field fertilising, pesticide, poultry and aquaculture and rural resident.Nutrients, the pesticides such as nitrogen and phosphorus element in agriculture aquatic products activity
And other organic or inorganic pollutants, it leaks to form earth's surface and groundwater environment pollution by agricultural surface runoff and farmland.
The pollution sources mainly generated are as follows：
1, the solid feces on pig farm and fluid bodily object；
2, orchard, vegetable plot pollution of area source；
3, industry, resident living sewage discharge.
Vertical current purification facility can remove some of the contaminants or impurity in sewage, but the purification of existing vertical current is set
The drop applied is big, and water impact is big, influences the stability of facility, and the flow filtration time is short, asks there are sewage purification is sordid
Topic.
Utility model content
The utility model mainly solving the technical problems that provide a kind of combined unpowered sewage purification integration facility,
The impact that water drop generates is reduced, energy consumption is reduced, elongates purification route, lifting sewage clean-up effect.
In order to solve the above technical problems, the technical solution that the utility model uses is：A kind of combined type is provided without dynamic
Power sewage purification integration facility, including：Pond and purification facility, the pond include bottom plate, side guard plate, front end-plate and rear end
Plate, the side guard plate are vertically arranged in bottom plate both sides and form water channel structure respectively, and the front end-plate is arranged on bottom plate and position
It is blocked in the front end of two blocks of side guard plates, the end plate is arranged on bottom plate and is sealed positioned at the rear end of two blocks of side guard plates
It is stifled, it is provided with the overhead gage that several piece extends downwardly between two blocks of side guard plates, is provided with positioned at overhead gage bottom on the bottom plate
The stone in portion is supported, and the lower baffle plate being located between adjacent two pieces of overhead gages, the purification are provided on the bottom plate
Facility is separately positioned on the both sides of overhead gage, and the purification facility respectively includes soil horizon, the first gravel layer and the second gravel layer,
The soil horizon is arranged above the first gravel layer, and first gravel layer is arranged above the second gravel layer, the soil horizon
Upper kind be implanted with water plant.
In one preferred embodiment of the utility model, it is provided with water inlet on the front end-plate, is set on the end plate
It is equipped with water outlet.
In one preferred embodiment of the utility model, the stone quantity is at least 2 pieces.
In one preferred embodiment of the utility model, the overhead gage, lower baffle plate, bottom plate, side guard plate, front end-plate and after
End plate is integrated brick mix structure.
In one preferred embodiment of the utility model, the overhead gage includes the first overhead gage set gradually, second
Overhead gage and third overhead gage, the lower baffle plate include the first lower baffle plate and the second lower baffle plate set gradually.
In one preferred embodiment of the utility model, first lower baffle plate is located at the first overhead gage and the second overhead gage
Between, second lower baffle plate is between the second overhead gage and third overhead gage.
In one preferred embodiment of the utility model, the first vessel is formed between first overhead gage and front end-plate,
The second vessel is formed between first overhead gage and the first lower baffle plate, is formed between first lower baffle plate and the second overhead gage
Third vessel, forms the 4th vessel between second overhead gage and the second lower baffle plate, second lower baffle plate is kept off in third
Plate forms the 5th vessel, and the 6th vessel is formed between the third overhead gage and end plate.
In one preferred embodiment of the utility model, the purification facility be separately positioned on the first vessel, the second vessel,
In third vessel, the 4th vessel, the 5th vessel and the 6th vessel.
In one preferred embodiment of the utility model, the top position height of first lower baffle plate is less than front end-plate
Top position height, the top position height of second lower baffle plate is less than the top position height of the first lower baffle plate, after described
The top position height of end plate is less than the top position height of the second lower baffle plate.
In one preferred embodiment of the utility model, the both sides of the lower baffle plate are connected with two blocks of side guard plates respectively.
The utility model has the beneficial effects that：A kind of combined unpowered sewage purification integration that the utility model is pointed out
Facility is not necessarily to water pump, reduces energy consumption, and stable structure can divide six sections of progress three-level drop cloth streams, and single-stage drop is small, flow
It impacts small, avoids the destruction to soil horizon, and using trapezoidal gravel buffer strip disengaging primary filter and slow down water impact, change
Become water body flow form, elongates glide path, flowing time, three-level drop cloth stream, water body is delayed to be able to wrap up in oxygen oxygenation.Pass through water
Plant absorption, microbial metabolism, minerals neutralize, and reach the final purpose for improving water quality, repairing water body.
Description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing to be used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some realities of the utility model
Example is applied, it for those of ordinary skill in the art, without creative efforts, can also be according to these attached drawings
Other attached drawings are obtained, wherein：
Fig. 1 is that a kind of structure of one preferred embodiment of combined unpowered sewage purification integration facility of the utility model is shown
It is intended to.
Specific implementation mode
Below by the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described
Embodiment is only a part of the embodiment of the utility model, instead of all the embodiments.Based on the implementation in the utility model
Example, all other embodiment obtained by those of ordinary skill in the art without making creative efforts belong to
The range of the utility model protection.
Referring to Fig. 1, the utility model embodiment includes：
A kind of combined unpowered sewage purification integration facility, including：Pond and purification facility, the pond include bottom
Plate 1, side guard plate 2, front end-plate 3 and end plate 4, the side guard plate 2 are vertically arranged in 1 both sides of bottom plate and form water channel knot respectively
Structure, 12 meters of water channel structure length, 2 meters of inner width, 2 meters of depth.
The front end-plate 3 is arranged on bottom plate 1 and is blocked positioned at the front end of two blocks of side guard plates 2, and the end plate 4 is set
It sets on bottom plate 1 and is blocked positioned at the rear end of two blocks of side guard plates 2,3 pieces are provided between two blocks of side guard plates 2 to downward
The overhead gage stretched, the stone 10 being arranged at intervals with positioned at overhead gage bottom on the bottom plate 1 are supported, and water flowing is efficient, and
And it is not easy to plug.
The lower baffle plate being located between adjacent two pieces of overhead gages, the both sides of the lower baffle plate are provided on the bottom plate 1
It is connected respectively with two blocks of side guard plates 2, can be to avoid both sides leak the problem of, and also structure is more secured.The overhead gage, under
Baffle, bottom plate 1, side guard plate 2, front end-plate 3 and end plate 4 are integrated brick mix structure, and the effect of sound construction, antiseep is good.
The purification facility is separately positioned on the both sides of overhead gage, and the purification facility respectively includes soil horizon 21, first
Gravel layer 20 and the second gravel layer 22, the soil horizon 21 are arranged above the first gravel layer 20, and first gravel layer 20 is set
It sets above the second gravel layer 22, kind is implanted with water plant 17 on the soil horizon 21.
First gravel layer 20 uses grain size for the gravel of 5 ~ 8mm, 5 ~ 15cm of thickness, avoids soil horizon 21 from sinking, the second gravel
Rock layers 22 use grain size for the gravel of 10 ~ 15mm, and 50 ~ 80cm of thickness is fully filtered, and avoids blocking.
The overhead gage includes the first overhead gage 7, the second overhead gage 8 and third overhead gage 9 set gradually, the lower block
Plate includes the first lower baffle plate 18 and the second lower baffle plate 19 set gradually.First lower baffle plate 18 be located at the first overhead gage 7 with
Between second overhead gage 8, second lower baffle plate 19 is between the second overhead gage 8 and third overhead gage 9.It is kept off on described first
The first vessel 11 is formed between plate 7 and front end-plate 3, and the second vessel is formed between first overhead gage, 7 and first lower baffle plate 18
12, third vessel 13, second overhead gage, 8 and second lower block are formed between first lower baffle plate, 18 and second overhead gage 8
Form the 4th vessel 14 between plate 19, second lower baffle plate 19 and third overhead gage 9 form the 5th vessel 15, in the third
The 6th vessel 16 is formed between baffle 9 and end plate 4.The purification facility be separately positioned on the first vessel 11, the second vessel 12,
In third vessel 13, the 4th vessel 14, the 5th vessel 15 and the 6th vessel 16,6 sets of purification facilities can divide six sections of progress three-levels
Drop cloth stream, and using trapezoidal gravel buffer strip 24 disengaging primary filter and slow down water impact, change water body flow form, draws
Long glide path delays flowing time, water body to be able to wrap up in oxygen oxygenation, passes through the absorption of water plant 17, microbial metabolism and mine
Substance neutralizes, and promotes purified water quality, reaches the final purpose for repairing water body.
The top position height of first lower baffle plate 18 is less than the top position height of front end-plate 3, second lower block
The top position height of plate 19 is less than the top position height of the first lower baffle plate 18, and the top position height of the end plate 4 is low
In the top position height of the second lower baffle plate 19, three-level drop cloth stream, drainage effect is good, and the single-stage drop of flow is small, water
Stream impact is small, avoids the destruction to soil horizon 21.
It is provided with water inlet 6 on the front end-plate 3, water outlet 5 is provided on end plate 4, sewage is flowed into from water inlet 6,
It is respectively perpendicular and becomes purified water after 6 sets of purification facilities, be discharged from water outlet 5.
In conclusion a kind of combined unpowered sewage purification integration facility that the utility model is pointed out, points six sections into
Row three-level drop cloth stream, wastewater purifying efficiency is good, and structural stability is high, improves wastewater purifying efficiency, reduces sewage purification
Cost, it is applied widely.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every
Using equivalent structure or equivalent flow shift made by the utility model description, it is applied directly or indirectly in other phases
The technical field of pass, is equally included in the patent within the scope of the utility model.
Claims (10)
1. a kind of combined unpowered sewage purification integration facility, which is characterized in that including：Pond and purification facility, it is described
Pond includes bottom plate, side guard plate, front end-plate and end plate, and the side guard plate is vertically arranged in bottom plate both sides and forms water channel respectively
Structure, the front end-plate are arranged on bottom plate and are blocked positioned at the front end of two blocks of side guard plates, and the end plate is arranged the bottom of at
It is blocked on plate and positioned at the rear end of two blocks of side guard plates, the upper gear that several piece extends downwardly is provided between two blocks of side guard plates
Plate, the stone being provided with positioned at overhead gage bottom on the bottom plate are supported, be provided on the bottom plate be located at it is adjacent
Lower baffle plate between two pieces of overhead gages, the purification facility are separately positioned on the both sides of overhead gage, and the purification facility wraps respectively
Soil horizon, the first gravel layer and the second gravel layer are included, the soil horizon is arranged above the first gravel layer, first gravel layer
It is arranged above the second gravel layer, kind is implanted with water plant on the soil horizon.
2. combined unpowered sewage purification integration facility according to claim 1, which is characterized in that the front end-plate
On be provided with water inlet, be provided with water outlet on the end plate.
3. combined unpowered sewage purification integration facility according to claim 1, which is characterized in that the stone number
Amount is at least 2 pieces.
4. combined unpowered sewage purification integration facility according to claim 1, which is characterized in that the upper gear
Plate, lower baffle plate, bottom plate, side guard plate, front end-plate and end plate are integrated brick mix structure.
5. combined unpowered sewage purification integration facility according to claim 1, which is characterized in that the overhead gage
Including the first overhead gage, the second overhead gage and third overhead gage set gradually, the lower baffle plate includes first set gradually
Lower baffle plate and the second lower baffle plate.
6. combined unpowered sewage purification integration facility according to claim 5, which is characterized in that under described first
Baffle between the first overhead gage and the second overhead gage, second lower baffle plate be located at the second overhead gage and third overhead gage it
Between.
7. combined unpowered sewage purification integration facility according to claim 6, which is characterized in that on described first
The first vessel is formed between baffle and front end-plate, and the second vessel is formed between first overhead gage and the first lower baffle plate, it is described
Third vessel is formed between first lower baffle plate and the second overhead gage, and the 4th is formed between second overhead gage and the second lower baffle plate
Vessel, second lower baffle plate and third overhead gage form the 5th vessel, and the is formed between the third overhead gage and end plate
Six vessels.
8. combined unpowered sewage purification integration facility according to claim 7, which is characterized in that the purification is set
It applies and is separately positioned in the first vessel, the second vessel, third vessel, the 4th vessel, the 5th vessel and the 6th vessel.
9. combined unpowered sewage purification integration facility according to claim 7, which is characterized in that under described first
The top position height of baffle is less than the top position height of front end-plate, and the top position height of second lower baffle plate is less than the
The top position height of one lower baffle plate, the top position height of the end plate are less than the top position height of the second lower baffle plate.
10. combined unpowered sewage purification integration facility according to claim 1, which is characterized in that the lower block
The both sides of plate are connected with two blocks of side guard plates respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820150403.8U CN207891130U (en) | 2018-01-30 | 2018-01-30 | A kind of combined unpowered sewage purification integration facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820150403.8U CN207891130U (en) | 2018-01-30 | 2018-01-30 | A kind of combined unpowered sewage purification integration facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891130U true CN207891130U (en) | 2018-09-21 |
Family
ID=63545541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820150403.8U Active CN207891130U (en) | 2018-01-30 | 2018-01-30 | A kind of combined unpowered sewage purification integration facility |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207891130U (en) |
-
2018
- 2018-01-30 CN CN201820150403.8U patent/CN207891130U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204151144U (en) | The artificial wet land treating system of river training water quality | |
| CN105645677B (en) | A kind of level stream and vertical current integrated constructed wetland and its operation method | |
| CN104003574B (en) | Labyrinth-type ecological purification pool suitable for drainage ditch in farmland | |
| CN103288312B (en) | Portable combined constructed wetland purifying box for farmland drainage ditch | |
| CN104230100A (en) | Three-dimensional ecological corridor system and method for in-situ restoration of river water body | |
| CN103395930A (en) | Ecological slope protection type sewage land infiltration system and ecological slope protection type sewage land infiltration method | |
| CN101955297A (en) | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof | |
| CN101824811A (en) | Multi-stage water power aerobic ecological wetland type slope protection device | |
| CN205222816U (en) | City river says that quick oneself of rainwater purifies combination dam system | |
| CN204185336U (en) | For the stereo ecological gallery system of river water body in-situ immobilization | |
| CN102139961B (en) | Multilayer vegetation zone water quality in situ purification method for highly polluted tributary inlet | |
| CN106745692A (en) | A kind of anti-rainfall runoff washes away and strengthens the ecological canal system of pollutant purification | |
| CN106477724A (en) | A kind of ecological pretreatment system for being applied to river water body reparation | |
| CN202968309U (en) | Farmland radial-flow discharge-port purification device | |
| CN201770585U (en) | Landscape type composite artificial wet land treatment device for eutrophication water bodies | |
| CN104098183B (en) | The system of rainwash water quality is improved by optimizing view | |
| CN212375123U (en) | Ecological water filtering dam for river channel treatment | |
| CN109121843A (en) | A kind of hillside fields multistage purification landscape structure and its construction method along the river | |
| CN211339184U (en) | Domestic sewage integrated treatment equipment based on steel slag ceramsite filler biological filter | |
| CN207891130U (en) | A kind of combined unpowered sewage purification integration facility | |
| CN109734194A (en) | The subsurface flow constructed wetland system of anti-clogging and ventilation | |
| CN202625932U (en) | Rainwater ecological purification use system for compound type medium | |
| CN205348113U (en) | Ecological interception system of filler - plant society formula irrigation canals and ditches - bank protection nitrogen phosphorus of can regenerating | |
| CN210133936U (en) | Utilize ecological concrete's annular view water purification constructed wetland system | |
| CN104556532A (en) | Artificial wetland purifying system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |