CN207619218U - A kind of hydrocone type filtering ponds for sewage disposal - Google Patents
A kind of hydrocone type filtering ponds for sewage disposal Download PDFInfo
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- CN207619218U CN207619218U CN201721616218.5U CN201721616218U CN207619218U CN 207619218 U CN207619218 U CN 207619218U CN 201721616218 U CN201721616218 U CN 201721616218U CN 207619218 U CN207619218 U CN 207619218U
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- pond body
- sewage disposal
- water
- hydrocone type
- filtering ponds
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Abstract
The utility model discloses a kind of hydrocone type filtering ponds for sewage disposal, including：Pond body；Separate dam body, be installed in the pond body, which is divided into precipitation chamber and filter chamber by the inside of the pond body, and the upper end of the separation dam body is less than the upper end of the pond body, filter device is provided in the filter chamber；Plate is stopped, the precipitation intracavitary is installed on, the lower end of the obstruction plate is higher than the bottom wall of the pond body, and the upper end of the obstruction plate is higher than the upper end for separating dam body, and there are siphon gaps between the obstruction plate and the separation dam body；And water pump, it is set to the lower section in the filter chamber and positioned at the filter device, the water pump is for pumping the water in the filter chamber to the precipitation intracavitary.The utility model can be extracted the dirt of pool bottom to filter device by siphon gap, and dirt is extracted without mobile water pump, easy to operate；Water body can either filter dirt during circulating, and reduce the waste of water resource.
Description
Technical field
The utility model is related to sewage-treatment plant, more particularly to a kind of hydrocone type filtering ponds for sewage disposal.
Background technology
In sewage disposal process, usually first scale precipitation is waited for by the sewage discharge to pond for carrying more dirt
Use water pumper that dirt is sucked out to complete preliminary processing operation afterwards.Since sump area is larger, need not stop mobile pumping
Water dispenser extracts the dirt of each region, troublesome in poeration；And extract the clear water near also being extracted in fouling processes, water
The wasting of resources is more.
The information for being disclosed in the background technology part is merely intended to increase the understanding to the general background of the utility model, and
It is not construed as recognizing or implying in any form that information composition has been existing well known to persons skilled in the art
Technology.
Utility model content
The purpose of this utility model is to provide a kind of hydrocone type filtering ponds for sewage disposal, to overcome existing skill
The shortcomings that being more troublesome using the operation of water pumper extraction sedimentation basin bottom dirt in art and being easy waste water resource.
To achieve the above object, the utility model provides a kind of hydrocone type filtering ponds for sewage disposal, including：Pond
Body；Separate dam body, be installed in the pond body, which is divided into precipitation chamber and filtering by the inside of the pond body
Chamber, the upper end of the separation dam body are less than the upper end of the pond body, filter device are provided in the filter chamber；Stop plate, peace
Loaded on the precipitation intracavitary, the lower end of the obstruction plate is higher than the bottom wall of the pond body, and the upper end of the obstruction plate is higher than the separation
The upper end of dam body, there are siphon gaps between the obstruction plate and the separation dam body；And water pump, it is set to the filter chamber
Lower section interior and positioned at the filter device, the water pump is for pumping the water in the filter chamber to the precipitation intracavitary.
Preferably, in above-mentioned technical proposal, the filter device included physical filtering layer and biochemical filtration layer, described
Physical filtering layer is set to the top of the filter chamber and less than the upper end for separating dam body, and the biochemical filtration layer is located at institute
State the lower section of physical filtering layer.
Preferably, in above-mentioned technical proposal, the physical filtering layer includes several strainers being distributed from top to bottom, from upper
The aperture of several strainers under is gradually reduced.
Preferably, in above-mentioned technical proposal, air-inflating tube is provided in the biochemical filtration layer.
Preferably, in above-mentioned technical proposal, impurity removal mechanism is provided in the siphon gap, the impurity removal mechanism includes carrying
Rising stem, supporting rod and scraping blade, the supporting rod are installed in a manner of it can slide in the siphon gap, the scraping blade with
The mode that can be swung up and down is installed on the supporting rod, and the lift lever is connect with the supporting rod.
Preferably, in above-mentioned technical proposal, the upper end for stopping plate is less than the upper end of the pond body.
Preferably, in above-mentioned technical proposal, the precipitation intracavitary is provided with water level sensor, and the water level sensor is higher than
The upper end for stopping plate and the upper end for being less than the pond body, the water level sensor are connect with water inlet line.
Compared with prior art, the utility model has the advantages that：
A kind of hydrocone type filtering ponds for sewage disposal of the utility model, by stopping between plate and separation dam body
Siphon gap can extract the dirt of pool bottom to filter device, then be pumped filtered water to pond by water pump
In vivo, filtering is extracted so as to the dirt by pool bottom of cycle.The utility model is not necessarily to mobile water pump and extracts dirt, behaviour
Make simple；Siphon gap can effectively extract the dirt of pool bottom, reduce the waste of water resource.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of hydrocone type filtering ponds for sewage disposal of the utility model.
Fig. 2 is the enlarged drawing of A in Fig. 1.
Main appended drawing reference explanation：
1- pond bodies, 2- precipitation chambers, 3- obstruction plates, 4- separation dam bodys, 5- filter chambers, 6- water pumps, 7- biochemical filtration layers, 8- are beaten
Tracheae, 9- strainers, 10- impurity removal mechanisms, 11- lift levers, 12- supporting rods, 13- scraping blades.
Specific implementation mode
Below in conjunction with the accompanying drawings, specific embodiment of the present utility model is described in detail, it is to be understood that this practicality
Novel protection domain is not restricted by specific implementation.
Unless otherwise explicitly stated, otherwise in entire disclosure and claims, term " comprising " or its change
It changes such as "comprising" or " including " etc. and will be understood to comprise stated element or component, and do not exclude other members
Part or other component parts.
With reference to figure 1, a kind of hydrocone type filtering ponds for sewage disposal, including pond body 1, separate dam body 4, stop plate 3 with
And water pump 6.
Separate dam body 4 to be installed in pond body 1, separate dam body 4 and the inside of pond body 1 is divided into precipitation chamber 2 and filter chamber 5,
The upper end for separating dam body 4 is less than the upper end of pond body 1, and filter device is provided in filter chamber 5.It stops plate 3 and is installed on precipitation chamber 2
Interior, the lower end for stopping plate 3 is higher than the bottom wall of pond body 1, stops the upper end of plate 3 higher than the upper end for separating dam body 4, so as to stop
Water is flowed directly out from the upper end for separating dam body 4, and there are siphon gaps between obstruction plate 3 and separation dam body 4, when in precipitation chamber 2
When water level is higher than the upper end for separating dam body 4, the water precipitated in chamber 2 is flowed under the action of siphon by siphon gap from the bottom up
To filter chamber 5, the dirt of 2 bottom of precipitation chamber also flows into the filter device of filter chamber 5 under the action of siphon, so as to
Dirt is filtered removing.Water pump 6 is set to the lower section in filter chamber 5 and positioned at filter device, and water pump 6 is used for filter chamber
Water in 5 is pumped to precipitation chamber 2, in order to be delivered to dirt close to siphon gap one end from far from siphon gap one end,
To improve the elimination efficiency of dirt；Effluent cycle flows, so as to reduce the waste of water resource.
With reference to figure 1, filter device included physical filtering layer and biochemical filtration layer 7, and physical filtering layer is set to filtering
The top of chamber 5 and the upper end for being less than separation dam body 4, biochemical filtration layer 7 are located at the lower section of physical filtering layer.Physical filtering layer includes
Several strainers 9 being distributed from top to bottom, the aperture of several strainers 9 from top to bottom is gradually reduced, so as to dirt
It is filtered removing.Several strainers 9 are installed in a manner of it can dismantle, in order to can quickly be removed when dirt is more
Cleaning, to improve filter efficiency.
Biochemical filtration layer 7 is filled with filter material, and filter material can select its of glass ring, biochemistry ball, biochemical cotton and quartz ball
In it is one or more, filter material can cultivate nitrobacteria, so as to decompose the organic matter generated in water.In biochemical filtration layer 7
It is provided with air-inflating tube 8, air-inflating tube 8 can be passed through ozone, in order to improve the oxygen content in biochemical filtration layer 7, to
The activity of nitrobacteria is improved, and then improves filter effect.
With reference to figure 2, be provided with impurity removal mechanism 10 in siphon gap, impurity removal mechanism 10 include lift lever 11, supporting rod 12 with
And scraping blade 13, supporting rod 12 are installed in a manner of it can slide in siphon gap, scraping blade 13 is in a manner of it can swing up and down
It is installed on supporting rod 12, lift lever 11 is connect with supporting rod 12.Two symmetrical modes of scraping blade 13 are installed on support
On bar 12, when two scraping blades 13 are parallel with horizontal plane to lower swing, siphon gap can be covered.Lift lever 11 is for driving branch
Strut 12 slides up and down, and 12 slide downward of supporting rod drives 13 slide downward of scraping blade, scraping blade 13 past under the momentum effect of flow
Upper swing, in order to which flow is discharged from siphon gap；During 12 upward sliding of supporting rod, 13 upward sliding of scraping blade is driven,
In order to cover siphon gap, scraping blade 13 can be scraped past lower swing scraping blade 13 during sliding under the action of the gravity of water
Go out the dirt in siphon gap, to improve the working efficiency in siphon gap.
It continues to refer to figure 1, the upper end for stopping plate 3 is less than the upper end of pond body 1, in order to precipitate the water overflow in chamber 2 to mistake
In filter chamber 5, to prevent the excessively high spilling pond body of wastewater level 1.Water level sensor is provided in precipitation chamber 2, water level sensor is high
In the upper end for stopping plate 3 and less than the upper end of pond body 1, water level sensor is connect with water inlet line.Water level sensor detection precipitation
Height of water level in pond, when water level reaches preset height, water level sensor triggers and closes water inlet line, to stop sewage
Be discharged into.Water level can be higher than the upper end for stopping plate 3, in order to swim in the dirt on the water surface from the upper end overflow for stopping plate 3
Into in filter device, to further increase the elimination efficiency of dirt.
A kind of operation principle of hydrocone type filtering ponds for sewage disposal of the utility model is to be existed by water inlet line
Far from siphon gap side toward precipitation chamber 2 in be passed through sewage, when sewage reach predetermined water level when, water level sensor triggering thus
Water inlet line is closed, precipitation chamber 2 forms water-head with filter chamber 5 in siphon gap location, and sewage flows from the bottom up in siphon gap
Enter to filter device, precipitates the dirt on 2 bottom wall of chamber as in water body flow to filter device, water pump 6 completes filtering
Water is pumped to precipitation chamber 2, and the dirt far from siphon gap moves closer to siphon gap under the action of flow and then passes through rainbow
Gap inflow filter is inhaled, completes the prune job of the dirt in sewage so on circulate.It is torn open after the completion of dirt cleaning
Filter wash net 9 can take out stains, simple and quick, and can also reduce the waste of water resource.
The description of the aforementioned specific exemplary embodiment to the utility model is in order to illustrate and illustration purpose.These
Description is not wishing to for the utility model to be limited to disclosed precise forms, and it will be apparent that according to the above instruction, can carry out
Many change and variations.The purpose of selecting and describing the exemplary embodiment is that explaining the specific principle of the utility model
And its practical application, so that those skilled in the art can realize and utilize a variety of different examples of the utility model
Property embodiment and various chooses and changes.The scope of the utility model is intended to by claims and its waits similar shapes
Formula is limited.
Claims (7)
1. a kind of hydrocone type filtering ponds for sewage disposal, which is characterized in that including：
Pond body；
Separate dam body, be installed in the pond body, which is divided into precipitation chamber and filtering by the inside of the pond body
Chamber, the upper end of the separation dam body are less than the upper end of the pond body, filter device are provided in the filter chamber；
Stop plate, be installed on the precipitation intracavitary, the lower end of the obstruction plate is higher than the bottom wall of the pond body, the obstruction plate it is upper
End is higher than the upper end for separating dam body, and there are siphon gaps between the obstruction plate and the separation dam body；And
Water pump, is set to the lower section in the filter chamber and positioned at the filter device, which is used for the filter chamber
Interior water is pumped to the precipitation intracavitary.
2. the hydrocone type filtering ponds according to claim 1 for sewage disposal, it is characterised in that：The filter device packet
Physical filtering layer and biochemical filtration layer were included, the physical filtering layer is set to the top of the filter chamber and less than described point
Every the upper end of dam body, the biochemical filtration layer is located at the lower section of the physical filtering layer.
3. the hydrocone type filtering ponds according to claim 2 for sewage disposal, it is characterised in that：The physical filtering layer
Including several strainers being distributed from top to bottom, the aperture of several strainers from top to bottom is gradually reduced.
4. the hydrocone type filtering ponds according to claim 2 for sewage disposal, it is characterised in that：The biochemical filtration layer
Inside it is provided with air-inflating tube.
5. the hydrocone type filtering ponds according to claim 1 for sewage disposal, it is characterised in that：In the siphon gap
It is provided with impurity removal mechanism, the impurity removal mechanism includes lift lever, supporting rod and scraping blade, side of the supporting rod can slide
Formula is installed in the siphon gap, and the scraping blade is installed in a manner of it can swing up and down on the supporting rod, described to carry
Rising stem is connect with the supporting rod.
6. the hydrocone type filtering ponds according to claim 1 for sewage disposal, it is characterised in that：It is described to stop the upper of plate
Upper end of the end less than the pond body.
7. the hydrocone type filtering ponds according to claim 6 for sewage disposal, it is characterised in that：The precipitation intracavitary is set
It is equipped with water level sensor, the water level sensor is higher than the upper end for stopping plate and less than the upper end of the pond body, the water
Position inductor is connect with water inlet line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721616218.5U CN207619218U (en) | 2017-11-28 | 2017-11-28 | A kind of hydrocone type filtering ponds for sewage disposal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721616218.5U CN207619218U (en) | 2017-11-28 | 2017-11-28 | A kind of hydrocone type filtering ponds for sewage disposal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207619218U true CN207619218U (en) | 2018-07-17 |
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ID=62824569
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721616218.5U Active CN207619218U (en) | 2017-11-28 | 2017-11-28 | A kind of hydrocone type filtering ponds for sewage disposal |
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| CN (1) | CN207619218U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368937A (en) * | 2018-12-04 | 2019-02-22 | 单林祥 | A kind of quantitative continuous sewage treatment device |
-
2017
- 2017-11-28 CN CN201721616218.5U patent/CN207619218U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109368937A (en) * | 2018-12-04 | 2019-02-22 | 单林祥 | A kind of quantitative continuous sewage treatment device |
| CN109368937B (en) * | 2018-12-04 | 2021-04-23 | 山东瑞赛克环保有限公司 | Quantitative continuous sewage treatment device |
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Address after: 541199 room 1210 and 1212, 12 / F, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Guilin City, Guangxi Zhuang Autonomous Region Patentee after: Hengsheng water environment treatment Co.,Ltd. Address before: 541199 room 1210 and 1212, 12 / F, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Guilin City, Guangxi Zhuang Autonomous Region Patentee before: GUANGXI HENGSHENG WATER ENVIRONMENT MANAGEMENT CO.,LTD. |