CN208990307U - Mobile sewage treatment multi stage precipitation device - Google Patents
Mobile sewage treatment multi stage precipitation device Download PDFInfo
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- CN208990307U CN208990307U CN201821368265.7U CN201821368265U CN208990307U CN 208990307 U CN208990307 U CN 208990307U CN 201821368265 U CN201821368265 U CN 201821368265U CN 208990307 U CN208990307 U CN 208990307U
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Abstract
The utility model relates to the technical fields of sewage-treatment plant, disclose mobile sewage treatment multi stage precipitation device, including precipitating body and multiple lifting lugs being located at the top of precipitating body with first stage precipitation tank, second-level settling pond and three-level sedimentation basin, precipitates body and be formed with water inlet, the first overflow port, the second overflow port and water outlet；Untreated sewage is pumped into first stage precipitation tank by water inlet by water pump, the sewage after first stage precipitation tank precipitation process is set to enter second-level settling pond by the first overflow port, so that the sewage after second-level settling pond precipitation process is entered three-level sedimentation basin by the second overflow port, the sewage after three-level sedimentation basin precipitation process is discharged by city planting ductwork by water outlet；First overflow port, the second overflow port and water outlet are respectively at the top of precipitating body.In the case where construction space is relatively narrow, by the lifting to lifting lug, so that precipitating body is moved to corresponding construction space, meet and realize multi stage precipitation sewage treatment on the spot.
Description
Technical field
The utility model relates to the technical field of sewage-treatment plant, in particular to mobile sewage treatment multi stage precipitation dress
It sets.
Background technique
Sewage treatment is the process purified to sewage, so that sewage is reached defined discharge standard, avoid to underground water
It pollutes.
Currently, need to first carry out pipe network foundation pit or channel excavation when Urban Buried Pipeline Network burial and construction, the section of excavation is general
Smaller, range is 2~4m, and the depth of excavation is usually shallower, and range is 2~6m, and gib measure is used when construction, using point
Section is excavated, segmental installation Construction Arrangement, is had and is excavated that route is long, construction space is narrow, the activity duration is short, segmental operation etc.
The characteristics of.
In the prior art, excavation pit or when groove, since construction space is relatively narrow, is difficult to use to the sewage of generation
Three-level sedimentation basin is dug on the spot and carries out sewage treatment, leads to not meet sewage treatment.
Utility model content
The purpose of this utility model is to provide mobile sewage treatment multi stage precipitation devices, it is intended to solve in the prior art
When construction space is relatively narrow, the problem of being unable to satisfy sewage treatment.
The utility model is realized in this way mobile sewage treatment multi stage precipitation device, including with first stage precipitation tank,
The precipitating body of second-level settling pond and three-level sedimentation basin and multiple lifting lugs being located at the top of precipitating body, the precipitating body be formed with into
The mouth of a river, the first overflow port, the second overflow port and water outlet；Water pump is sunk untreated sewage suction level-one by the water inlet
Shallow lake pond makes the sewage after the first stage precipitation tank precipitation process enter the two-stage precipitation by first overflow port
Pond makes the sewage after the second-level settling pond precipitation process enter the three-level sedimentation basin by second overflow port,
The sewage after the three-level sedimentation basin precipitation process is discharged into city planting ductwork by the water outlet；First overflow
Mouth, second overflow port and the water outlet are respectively at the top of the precipitating body.
Further, the precipitating body is equipped with the first demarcation plate and the second demarcation plate, first demarcation plate and described
Precipitating body described in second divides forms the mutual disconnected first stage precipitation tank, the second-level settling pond and described three
First overflow port is formed at grade sedimentation basin, the top of first demarcation plate, and the top of second demarcation plate forms described
Second overflow port.
Further, first overflow port and second overflow port are in dislocation arrangement.
Further, the first stage precipitation tank has the first volume that can accommodate sewage quantity, and the second-level settling pond has
The second volume of sewage quantity can be accommodated, the three-level sedimentation basin has the third volume that can accommodate sewage quantity, first volume
Respectively greater than described second volume and the third volume.
Further, the lower part of the precipitating body is equipped with the sewage draining exit that multiple body refuses for settlement of sewage discharge, multiple
The sewage draining exit and the first stage precipitation tank, the second-level settling pond and the three-level sedimentation basin, which correspond, arranges.
Further, the sewage draining exit is equipped with controlled valve, and when carrying out sewage treatment, the controlled valve is in closing shape
State；When carrying out body refuse discharge, the controlled valve is in open state.
Further, in a rectangular parallelepiped shape, multiple lifting lugs are respectively provided at the top of the precipitating body to the precipitating body
Four angles；The lifting lug has the hanged end extended to above the precipitating body, and arch upward arc-shaped shape cloth upward at the hanged end
It sets.
Further, the water inlet is formed in the top of the precipitating body.
Further, the first shutter that the top of first overflow port is equipped with, first shutter is along away from institute
First stage precipitation tank direction is stated to extend horizontally arrangement.
Further, the second shutter that the top of second overflow port is equipped with, second shutter is along away from institute
Second-level settling pond direction is stated to extend horizontally arrangement.
Compared with prior art, mobile sewage treatment multi stage precipitation device provided by the utility model, carries out at sewage
When reason, untreated sewage is pumped by water inlet by first stage precipitation tank using water pump, carries out sewage in first stage precipitation tank just
Step precipitating, to make lower part of the body refuse precipitating in first stage precipitation tank, the sewage of preliminary sedimentation processing is in first stage precipitation tank
The sewage on top, preliminary sedimentation processing enters second-level settling pond by the first overflow port, and the sewage for handling preliminary sedimentation is two
It is precipitated again in grade sedimentation basin, to make lower part of the body refuse precipitating in second-level settling pond, the again sewage of precipitation process
Top in second-level settling pond, the sewage of precipitation process enters three-level sedimentation basin by the second overflow port again, keeps body refuse heavy
It forms sediment and is in the lower part of three-level sedimentation basin, the sewage of multiple precipitation process is discharged into city planting ductwork by water outlet, to realize to dirt
The processing of water；Since the first overflow port, the second overflow port and water outlet are respectively at the top of precipitating body, in this way, effectively protecting
Card adequately precipitates sewage；In the case where the construction spaces such as foundation pit or groove are relatively narrow, by being risen to lifting lug
It hangs, realizes that, to precipitating body movement, satisfaction realizes sewage treatment on the spot.
Detailed description of the invention
Fig. 1 is the stereoscopic schematic diagram of mobile sewage treatment multi stage precipitation device provided by the embodiment of the utility model；
Fig. 2 is the portion the A enlarged diagram of mobile sewage treatment multi stage precipitation device provided by the embodiment of the utility model.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
The same or similar label correspond to the same or similar components in the attached drawing of the present embodiment；In retouching for the utility model
In stating, it is to be understood that if the orientation or positional relationship for having the instructions such as term " on ", "lower", "left", "right" is based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion institute
The device or element of finger must have a particular orientation, be constructed and operated in a specific orientation, therefore position pass is described in attached drawing
The term of system only for illustration, should not be understood as the limitation to this patent, for those of ordinary skill in the art and
Speech, can understand the concrete meaning of above-mentioned term as the case may be.
The realization of the utility model is described in detail below in conjunction with specific embodiment.
Referring to Fig.1 shown in -2, preferred embodiment is provided for the utility model.
Movable type sewage treatment multi stage precipitation device provided by the utility model, for solving when construction space is relatively narrow
When, the problem of being unable to satisfy sewage treatment.
Mobile sewage treatment multi stage precipitation device, including precipitating body 10 and multiple lifting lugs 40, precipitating body 10 have one
Grade sedimentation basin 11, second-level settling pond 12 and three-level sedimentation basin 13, lifting lug 40 are located at the top of precipitating body 10.
Precipitating body 10 is formed with water inlet 14, the first overflow port 21, the second overflow port 31 and water outlet 15；Water pump passes through
Untreated sewage is pumped into first stage precipitation tank 11 by water inlet 14, is made by the first overflow port 21 by 11 place of settling of first stage precipitation tank
Sewage after reason enters second-level settling pond 12, makes the sewage after 12 precipitation process of second-level settling pond by the second overflow port 31
Into three-level sedimentation basin 13, the sewage after 13 precipitation process of three-level sedimentation basin is discharged by city planting ductwork by water outlet 15；
First overflow port 21, the second overflow port 31 and water outlet 15 are respectively at the top of precipitating body 10.
Above-mentioned mobile sewage treatment multi stage precipitation device, when carrying out sewage treatment, using water pump by untreated sewage
It is pumped into first stage precipitation tank 11 by water inlet 14, sewage is made to carry out preliminary sedimentation in first stage precipitation tank 11, to keep body refuse heavy
It forms sediment and is in the lower part of first stage precipitation tank 11, the sewage of preliminary sedimentation processing is in the top of first stage precipitation tank 11, at preliminary sedimentation
The sewage of reason enters second-level settling pond 12 by the first overflow port 21, and the sewage for handling preliminary sedimentation is in second-level settling pond 12
It is precipitated again, so that body refuse precipitating be made to be in the lower part of second-level settling pond 12, the sewage of precipitation process is in second level again
The top of sedimentation basin 12, the sewage of precipitation process enters three-level sedimentation basin 13 by the second overflow port 31 again, precipitates body refuse
The sewage of lower part in three-level sedimentation basin 13, multiple precipitation process is discharged into city planting ductwork by water outlet 15, thus realization pair
The processing of sewage；Since the first overflow port 21, the second overflow port 31 and water outlet 15 are respectively at the top of precipitating body 10, this
Sample is effectively ensured and is adequately precipitated to sewage；In the case where the construction spaces such as foundation pit or groove are relatively narrow, by right
The lifting of lifting lug 40 realizes that, to the precipitating movement of body 10, satisfaction realizes sewage treatment on the spot.
It precipitates body 10 and is equipped with the first demarcation plate 20 and the second demarcation plate 30, the first demarcation plate 20 and the second demarcation plate 30 divide
Mutual disconnected first stage precipitation tank 11, second-level settling pond 12 and three-level sedimentation basin 13, the first demarcation plate are formed every precipitating body 10
First overflow port 21 is formed at 20 top, and the second overflow port 31 is formed at the top of the second demarcation plate 30；Realize untreated sewage
Into multiple precipitation process, to meet the discharge standard of sewage.
First overflow port 21 and the second overflow port 31 are in dislocation arrangement；The benefit being arranged in this way is, when second-level settling pond 12
When storing sewage to the second overflow port 31 of preliminary sedimentation processing, the sewage for avoiding preliminary sedimentation from handling passes through the first overflow port 21
It flows directly into the second overflow port 31 and flows into three-level sedimentation basin 13, to influence the precipitation process effect to sewage.
In addition, facilitating the movement routine of the sewage of increase preliminary sedimentation processing, to enhance the dirt of second-level settling pond 12
Water sedimentation treatment effect.
Also, the first overflow port 21 is with inlet port 14 in dislocation arrangement；The benefit being arranged in this way is, when first stage precipitation tank is deposited
When storing up sewage to the first overflow port 21, sewage is avoided directly to be immediately discharged to two-stage precipitation from water inlet 14 by the first overflow port 21
Pond 12 influences the precipitation process effect to sewage；Meanwhile facilitate increase sewage first stage precipitation tank 11 movement routine, from
And enhance the settlement of sewage treatment effect of first stage precipitation tank 11.
Furthermore the second overflow port 31 is with water outlet 15 in dislocation arrangement；The benefit being arranged in this way is, when three-level sedimentation basin 13
When storing sewage to water outlet 15, sewage is avoided directly to be immediately discharged to city planting ductwork from the second overflow port 31 by water outlet 15,
Influence wastewater treatment efficiency；Meanwhile helping to increase sewage in the movement routine of three-level sedimentation basin 13, to enhance three-level precipitating
The settlement of sewage treatment effect in pond 13.
Inlet port 14, the first overflow port 21, the second overflow port 31 and water outlet 15 successively in dislocation arrangement, greatly enhance
Movement routine of the sewage in precipitating body 10, to enhance the settlement of sewage treatment effect of precipitating body 10.
Precipitating body 10 includes two side walls, and the two sides of the first demarcation plate 20 contradict two side walls, the second demarcation plate 30 respectively
Two sides contradict two side walls respectively；Along towards one sidewall direction, the first demarcation plate 20 forms the first side opening, one side
Wall blocks the first side and is open to form the first overflow port 21, and along towards another sidewall direction, the second demarcation plate 30 forms second side
End opening, another side wall block second side end opening and form the second overflow port 31；Realize the first overflow port 21 and the second overflow port
31 in dislocation arrangement.
Along from top to bottom, the first overflow port 21 and the second overflow port 31 distinguish arrangement in rectangular shape, to guarantee to handle
Sewage afterwards, which has, sufficiently longitudinally discharges distance；Guarantee repeatedly to carry out precipitation process to sewage.
First stage precipitation tank 11 has and can accommodate the first volume of sewage quantity, and second-level settling pond 12 has and can accommodate sewage quantity
Second volume, three-level sedimentation basin 13 have and can accommodate the third volume of sewage quantity, and the first volume is respectively greater than the second volume and the
Three volumes；The amount of untreated sewage, body refuse is larger, then needs bigger subsidence volumn, to guarantee there is enough appearances
Product precipitates body refuse；Meanwhile the sewage precipitated by the sewage of preliminary sedimentation and again, body refuse amount is relatively fewer,
Therefore, the second volume and third volume are opposite with for the first volume, effectively avoid the waste of volume.
First order sedimentation basin 11 is having a size of long 2m, width 2m, high 2m, and second level sedimentation basin 12 is having a size of long 1.5m, width 2m, height
2m, third level sedimentation basin 13 is having a size of long 1.5m, width 2m, high 2m；Meet in this way construction space it is relatively narrow in the case where, meet
Sewage treatment is realized on the spot.
The lower part for precipitating body 10 is equipped with the sewage draining exit 16 that multiple body refuses for settlement of sewage discharge, multiple blowdowns and level-one
Sedimentation basin 11, second-level settling pond 12 and three-level sedimentation basin 13 correspond arrangement；By each 16 external pipe of sewage draining exit, from
And the body refuse of 13 bottom of 11 bottom of first stage precipitation tank, 12 bottom of second-level settling pond and three-level sedimentation basin is in convenient for discharge.
Furthermore sewage draining exit 16 is equipped with controlled valve 17, and when carrying out sewage treatment, controlled valve 17 is in closed state, valve
Door, which is closed, prevents sewage from leaking outside；Before precipitating body 10 terminates every section of pipeline network construction displacement, controlled valve 17 is in open state, thus
The body refuse of the bottom of the bottom for being deposited in first stage precipitation tank 11, the bottom of second-level settling pond 12 and three-level sedimentation basin 13 is arranged
Out.
Precipitate body 10 in a rectangular parallelepiped shape, multiple lifting lugs 40 are respectively provided at four angles at the top of precipitating body 10；Hang precipitating
When body 10, the equal fixed hoisting tool of lifting lug 40 on four angles of body 10 is precipitated, to improve the stability that precipitating body 10 lifts by crane
And safety.
In addition, lifting lug 40 can be fixed with the side for precipitating body 10 respectively, enhance the setting stability of lifting lug 40.
Furthermore lifting lug 40 has the hanged end for extending to 10 top of precipitating body, and arch upward arc-shaped shape arrangement upward at hanged end；
It is connect convenient for lifting lug 40 with lifting tool.
After deslagging, the lifting for just carrying out precipitating body 10 is mobile, in this way, hole capital after selling all securities lifting is effectively ensured, to guarantee to lift
Safety.
Water inlet 14 is in the top of precipitating body 10；In this way, after the sewage in three-level sedimentation basin 13 sufficiently precipitates, just from
Water inlet 14 is discharged into city planting ductwork, and making that treated, sewage meets discharge standard.
The first shutter 22 that the top of first overflow port 21 is equipped with, the first shutter 22 is along away from 11 side of first stage precipitation tank
To the arrangement that extends horizontally；Under the action of the first shutter 22, the effluent flow rate for avoiding preliminary sedimentation from handling is too fast, and it is heavy to splash out
Shallow lake body 10 influences the processing of sewage.
The top of second overflow port 31 also is provided with the second shutter 32 and avoids again under the action of the second shutter 32
The effluent flow rate of precipitation process is too fast, splashes out precipitating body 10, influences the processing of sewage.
The formation top opening for precipitating body 10, under the action of top opening, the top of first stage precipitation tank 11, two-stage precipitation
The top in pond 12 and the top of three-level sedimentation basin 13 are in open state, in this way, convenient for the intuitive sediment effect for clearly precipitating body 10
Fruit.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. mobile sewage treatment multi stage precipitation device, which is characterized in that including with first stage precipitation tank, second-level settling pond and three
The precipitating body of grade sedimentation basin and multiple lifting lugs being located at the top of precipitating body, the precipitating body are formed with water inlet, the first overflow
Mouth, the second overflow port and water outlet；Untreated sewage is pumped into first stage precipitation tank by the water inlet by water pump, by described
First overflow port makes the sewage after the first stage precipitation tank precipitation process enter the second-level settling pond, passes through described second
Overflow port makes the sewage after the second-level settling pond precipitation process enter the three-level sedimentation basin, will by the water outlet
Sewage after the three-level sedimentation basin precipitation process is discharged into city planting ductwork；First overflow port, second overflow port
And the water outlet is respectively at the top of the precipitating body.
2. movable type sewage treatment multi stage precipitation device as described in claim 1, which is characterized in that the precipitating body is equipped with the
Precipitating body, which is formed, described in one demarcation plate and the second demarcation plate, first demarcation plate and second divides does not connect mutually
The logical first stage precipitation tank, the second-level settling pond and the three-level sedimentation basin, the top of first demarcation plate is formed
Second overflow port is formed at first overflow port, the top of second demarcation plate.
3. movable type sewage treatment multi stage precipitation device as claimed in claim 2, which is characterized in that first overflow port with
Second overflow port is in dislocation arrangement.
4. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that described one
Grade sedimentation basin has the first volume that can accommodate sewage quantity, and the second-level settling pond has the second volume that can accommodate sewage quantity,
The three-level sedimentation basin has the third volume that can accommodate sewage quantity, and first volume is respectively greater than second volume and institute
State third volume.
5. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that described heavy
The lower part of shallow lake body is equipped with the sewage draining exit that multiple body refuses for settlement of sewage discharge, and multiple sewage draining exits and the level-one precipitate
Pond, the second-level settling pond and the three-level sedimentation basin correspond arrangement.
6. movable type sewage treatment multi stage precipitation device as claimed in claim 5, which is characterized in that the sewage draining exit is equipped with and opens
Closing valve, when carrying out sewage treatment, the controlled valve is in closed state；When carrying out body refuse discharge, the controlled valve
It is in open state.
7. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that described heavy
In a rectangular parallelepiped shape, multiple lifting lugs are respectively provided at four angles at the top of the precipitating body to shallow lake body；The lifting lug, which has, to be extended
Hanged end to the precipitating body, arch upward arc-shaped shape arrangement upward at the hanged end.
8. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that it is described into
The mouth of a river is formed in the top of the precipitating body.
9. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that described the
The top of one overflow port is equipped with the first shutter, and first shutter extends horizontally along away from the first stage precipitation tank direction
Arrangement.
10. movable type sewage treatment multi stage precipitation device as claimed in any one of claims 1-3, which is characterized in that described
The top of second overflow port is equipped with the second shutter, and second shutter prolongs along away from the second-level settling pond direction in level
Stretch arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368265.7U CN208990307U (en) | 2018-08-23 | 2018-08-23 | Mobile sewage treatment multi stage precipitation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368265.7U CN208990307U (en) | 2018-08-23 | 2018-08-23 | Mobile sewage treatment multi stage precipitation device |
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| Publication Number | Publication Date |
|---|---|
| CN208990307U true CN208990307U (en) | 2019-06-18 |
Family
ID=66798943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821368265.7U Active CN208990307U (en) | 2018-08-23 | 2018-08-23 | Mobile sewage treatment multi stage precipitation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208990307U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111203008A (en) * | 2020-01-08 | 2020-05-29 | 广东富源科技股份有限公司 | Efficient multistage precipitation tank of sapphire crystal processing equipment coolant liquid powder |
| CN112337147A (en) * | 2020-11-17 | 2021-02-09 | 湖南祥柏生态环保科技有限公司 | Oil residue separation device for treatment of animals died of diseases |
| CN113018915A (en) * | 2021-02-24 | 2021-06-25 | 中冶东方工程技术有限公司 | Slag treatment equipment and slag treatment method |
| CN113288652A (en) * | 2021-05-20 | 2021-08-24 | 重庆北部宽仁医院 | Urine collecting device for nursing |
| CN113562864A (en) * | 2021-08-10 | 2021-10-29 | 康恒 | Sewage treatment plant of edulcoration |
| CN115671804A (en) * | 2022-11-04 | 2023-02-03 | 广东科诺勘测工程有限公司 | Municipal administration sewage pipe network rubbish isolating device |
| CN116371022A (en) * | 2023-04-03 | 2023-07-04 | 浙江宏电环保股份有限公司 | Sectional type efficient sedimentation concentration treatment device suitable for rural domestic sewage |
-
2018
- 2018-08-23 CN CN201821368265.7U patent/CN208990307U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111203008A (en) * | 2020-01-08 | 2020-05-29 | 广东富源科技股份有限公司 | Efficient multistage precipitation tank of sapphire crystal processing equipment coolant liquid powder |
| CN112337147A (en) * | 2020-11-17 | 2021-02-09 | 湖南祥柏生态环保科技有限公司 | Oil residue separation device for treatment of animals died of diseases |
| CN113018915A (en) * | 2021-02-24 | 2021-06-25 | 中冶东方工程技术有限公司 | Slag treatment equipment and slag treatment method |
| CN113288652A (en) * | 2021-05-20 | 2021-08-24 | 重庆北部宽仁医院 | Urine collecting device for nursing |
| CN113288652B (en) * | 2021-05-20 | 2022-09-27 | 重庆北部宽仁医院 | Urine collecting device for nursing |
| CN113562864A (en) * | 2021-08-10 | 2021-10-29 | 康恒 | Sewage treatment plant of edulcoration |
| CN115671804A (en) * | 2022-11-04 | 2023-02-03 | 广东科诺勘测工程有限公司 | Municipal administration sewage pipe network rubbish isolating device |
| CN115671804B (en) * | 2022-11-04 | 2023-08-22 | 广东科诺勘测工程有限公司 | Municipal administration sewage pipe network rubbish isolating device |
| CN116371022A (en) * | 2023-04-03 | 2023-07-04 | 浙江宏电环保股份有限公司 | Sectional type efficient sedimentation concentration treatment device suitable for rural domestic sewage |
| CN116371022B (en) * | 2023-04-03 | 2024-05-03 | 浙江宏电环保股份有限公司 | Sectional type efficient sedimentation concentration treatment device suitable for rural domestic sewage |
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