CN204671947U - A kind of drift mud automatic clearing apparatus - Google Patents
A kind of drift mud automatic clearing apparatus Download PDFInfo
- Publication number
- CN204671947U CN204671947U CN201520387107.6U CN201520387107U CN204671947U CN 204671947 U CN204671947 U CN 204671947U CN 201520387107 U CN201520387107 U CN 201520387107U CN 204671947 U CN204671947 U CN 204671947U
- Authority
- CN
- China
- Prior art keywords
- mud
- drift
- drift mud
- discharge pipeline
- clearing apparatus
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 239000004677 Nylon Substances 0.000 claims abstract description 11
- 229920001778 nylon Polymers 0.000 claims abstract description 11
- 238000007599 discharging Methods 0.000 claims abstract description 8
- 230000000844 anti-bacterial effect Effects 0.000 claims abstract description 4
- 239000006261 foam material Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000004033 plastic Substances 0.000 claims abstract description 4
- 229920002223 polystyrene Polymers 0.000 claims abstract description 4
- 239000010802 sludge Substances 0.000 claims description 12
- 238000013461 design Methods 0.000 abstract description 13
- 238000005457 optimization Methods 0.000 description 9
- 238000012423 maintenance Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000007667 floating Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
Abstract
The utility model relates to a kind of drift mud automatic clearing apparatus.This one drift mud automatic clearing apparatus, comprising: float on the buoyancy ring in pond on the water surface; Be installed on undersurface drift mud gathering-device in pond; Connect adjustable nylon rope of buoyancy ring and drift mud gathering-device; Be installed on the mud discharging device below drift mud gathering-device; Drift mud gathering-device comprises the drift mud collector having mudhole, connects and is positioned at the totally-enclosed cavity ball float below drift mud collector, being arranged in the first discharge pipeline in totally-enclosed cavity ball float, being positioned at the balancing weight bottom the first discharge pipeline; Buoyancy ring is the plastic body in hollow and annular; The material of buoyancy ring is polystyrol foam material; The outer surface of buoyancy ring increases one deck antibacterial film.The utility model, structure is simple, design science, does not need fixture, effectively improves ease of use; Can adapt to various water quality, use occasion is extensive.
Description
Technical field
The utility model relates to a kind of automatic clearing apparatus for floating mud in sewage disposal, particularly one drift mud automatic clearing apparatus.
Background technology
In the biochemical treatment of sewage, because the reason such as sludge aging, bio foam causes Floating Sludge in Final Settling Basin, drift mud can flow out with water outlet, has a strong impact on process effluent quality.
Current large-scale water treatment system arranges mud scraper on second pond surface, strikes off drift mud.This mud-scraping apparatus is generally arranged on the second pond of the pond such as circle, rectangle shape rule, open type, is driven, circular flow by electrical equipment.Scrape mud equipment investment, operation and maintenance cost is higher, and semiclosed or closed second pond cannot be applied to.
Utility model content
The technical problems to be solved in the utility model is the above-mentioned defect how overcoming prior art, provides a kind of drift mud automatic clearing apparatus.
The technical solution of the utility model is as follows:
This one drift mud automatic clearing apparatus, comprising:
Float on the buoyancy ring in pond on the water surface;
Be installed on undersurface drift mud gathering-device in pond;
Connect adjustable nylon rope of buoyancy ring and drift mud gathering-device;
Be installed on the mud discharging device below drift mud gathering-device;
Described drift mud gathering-device comprises the drift mud collector having mudhole, connects and is positioned at the totally-enclosed cavity ball float below drift mud collector, being arranged in the first discharge pipeline in totally-enclosed cavity ball float, being positioned at the balancing weight bottom the first discharge pipeline.
As optimization, described buoyancy ring is the plastic body in hollow and annular.
As optimization, the material of described buoyancy ring is polystyrol foam material.
As optimization, the outer surface of described buoyancy ring increases one deck antibacterial film.
As optimization, described drift mud collector is dish.
As optimization, described mudhole is positioned at the center of drift mud collector, and the first discharge pipeline is vertically arranged in the center of totally-enclosed cavity ball float.
As optimization, described mud discharging device comprises the built-in pipe being located at pool wall of pool, and described built-in pipe one end connects the first discharge pipeline by the second discharge pipeline, external 3rd discharge pipeline of the other end.
As optimization, described 3rd discharge pipeline is provided with the first valve.
As optimization, described 3rd discharge pipeline having branch road is the 4th discharge pipeline, and described 4th discharge pipeline is provided with the second valve and sludge pump.
As optimization, the weight of described totally-enclosed cavity ball float is 1.01 times of its buoyancy, and the weight of described buoyancy ring is 1% of totally-enclosed cavity ball float buoyancy.
Above-mentioned a kind of float mud automatic clearing apparatus installation method and using method be specially:
(1) buoyancy ring connected by nylon rope and drift mud gathering-device are put into water, the quality of adjustment balancing weight, the outer of dish drift mud collector is made to be positioned at underwater, buoyancy ring swims on the water surface, positioning float mud automatic clearing apparatus enters water level and puts, then, regulate gap length between buoyancy ring and drift mud gathering-device to correct position by nylon rope;
(2) the second discharge pipeline, pool wall built-in pipe and outside drain pipeline is connected;
(3) external small-sized sludge pump is installed;
(4) outside pond, discharge pipe arranges the in line pipeline of gravity type and adds pump forced discharge pipeline, needs to select according to operation; When drift mud amount is less: open the first valve, close the second valve and sludge pump, float mud under gravity with water from flowing into drift mud collecting pit; When drift mud amount is larger: close the first valve, open the second valve and sludge pump, under the effect of pump, float mud with water from entering drift mud collecting pit.
The beneficial effects of the utility model are:
The utility model, structure is simple, design science, one-body molded, and in-site installation is simple and easy, and volume is little, reduced investment, and without the need on duty after putting into operation, operation and maintenance expenses are very low; In addition, can adapt to various water quality, use occasion is extensive, can be used for open type, polytype treatment pond such as closed, semi-enclosed, to pond shape outward appearance no requirement (NR); In addition, do not need fixture, effectively improve ease of use, there is good actual application value and promotional value.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, this one drift mud automatic clearing apparatus is described further:
Fig. 1 is this kind of structural representation floating mud automatic clearing apparatus.
In figure: 1 be pond, 2 be buoyancy ring, 3 be nylon rope, 4 be floatage-type drift mud gathering-device, 4.1 be mudhole, 4.3 be balancing weight for totally-enclosed cavity ball float, 4.4 is the first discharge pipeline, 4.5,5 be sludge pump for mud discharging device, 5.1 is the second discharge pipeline, 5.2 for built-in pipe, 5.3 be the 3rd discharge pipeline, 5.4 be the 4th discharge pipeline, 5.5 is the first valve, 5.6 for drift mud collector, 4.2.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearly understand, to develop simultaneously embodiment referring to accompanying drawing, the utility model is further described.
This one drift mud automatic clearing apparatus, comprising:
Float on the buoyancy ring 2 in pond 1 on the water surface;
Be installed on undersurface drift mud gathering-device 4 in pond 1;
Connect adjustable 4 nylon ropes 3 of buoyancy ring 2 and drift mud gathering-device 4, these 4 nylon ropes 3 are symmetrical arranged between two, for regulating the gap between buoyancy ring 2 and drift mud gathering-device 4;
Be installed on the mud discharging device 5 below drift mud gathering-device 4;
Described drift mud gathering-device 4 comprises the drift mud collector 4.1 having mudhole 4.2, connect and be positioned at the totally-enclosed cavity ball float 4.3 below drift mud collector 4.1, be arranged in the first discharge pipeline 4.4 in totally-enclosed cavity ball float 4.3, be positioned at the balancing weight 4.5 bottom the first discharge pipeline 4.4.
Design like this, be only power with small pump or natural-drop, use buoyancy ring, drift mud gathering-device and balancing weight and nylon rope allotment Equilibrium, with liquid level automatic controlled height in operation, small investment, operation and maintenance expenses are low, it is convenient, simple to operate to install, treatment effect is good.
Concrete, described buoyancy ring 2 is the plastic body in hollow and annular.Design like this, has good floating positioning performance, does not need to set up fixture in addition, and effectively improves ease of use.
Concrete, the material of described buoyancy ring 2 is polystyrol foam material.Design like this, is convenient to processing and result of use is better.
Concrete, the outer surface of described buoyancy ring 2 increases one deck antibacterial film.Design like this, bacterium algae can be stoped to grow, and result of use is better.
Concrete, described drift mud collector 4.1 is dish.Design like this, be convenient to collect drift mud, and effect is better.
Concrete, described mudhole 4.2 is positioned at the center of drift mud collector 4.1, and the first discharge pipeline 4.4 is vertically arranged in the center of totally-enclosed cavity ball float 4.3.Design like this, balance is better, and result of use is better.
Concrete, described mud discharging device 5 comprises the built-in pipe 5.2 being located at pond 1 pool wall, and described built-in pipe 5.2 one end connects the first discharge pipeline 4.4 by the second discharge pipeline 5.1, external 3rd discharge pipeline 5.3 of the other end.Design like this, the 3rd discharge pipeline is arranged on outside pond, manages concentratedly with other equipment, and operating maintenance is convenient, and O&M cost is low.
Concrete, described 3rd discharge pipeline 5.3 is provided with the first valve 5.5.Design like this, is convenient to control.
Concrete, on described 3rd discharge pipeline, 5.3 to have branch road be the 4th discharge pipeline 5.4, and described 4th discharge pipeline 5.4 is provided with the second valve 5.5 and sludge pump 5.6.Design like this, arranges and adds pump line road, easy switching, reduces energy consumption.
Concrete, the weight of described totally-enclosed cavity ball float 4.3 is 1.01 times of its buoyancy, and the weight of described buoyancy ring 2 is 1% of totally-enclosed cavity ball float 4.3 buoyancy.Design like this, result of use is best.
Above-mentioned a kind of float mud automatic clearing apparatus installation method and using method be specially:
(1) buoyancy ring connected by nylon rope and drift mud gathering-device are put into water, the quality of adjustment balancing weight, the outer of dish drift mud collector is made to be positioned at underwater, buoyancy ring swims on the water surface, positioning float mud automatic clearing apparatus enters water level and puts, then, regulate gap length between buoyancy ring and drift mud gathering-device to correct position by nylon rope;
(2) the second discharge pipeline, pool wall built-in pipe and outside drain pipeline is connected;
(3) external small-sized sludge pump is installed;
(4) outside pond, discharge pipe arranges the in line pipeline of gravity type and adds pump forced discharge pipeline, needs to select according to operation; When drift mud amount is less: open the first valve, close the second valve and sludge pump, float mud under gravity with water from flowing into drift mud collecting pit; When drift mud amount is larger: close the first valve, open the second valve and sludge pump, under the effect of pump, float mud with water from entering drift mud collecting pit.
The utility model, structure is simple, design science, one-body molded, and in-site installation is simple and easy, and volume is little, reduced investment, and without the need on duty after putting into operation, operation and maintenance expenses are very low; In addition, can adapt to various water quality, use occasion is extensive, can be used for open type, polytype treatment pond such as closed, semi-enclosed, to pond shape outward appearance no requirement (NR); In addition, do not need fixture, effectively improve ease of use.
Above-mentioned detailed description of the invention is only concrete case of the present utility model, be not restriction the utility model being made to other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the Equivalent embodiments of equivalent variations.But every content not departing from technical solutions of the utility model, any simple modification, equivalent variations and the remodeling done above embodiment according to technical spirit of the present utility model, all should fall into scope of patent protection of the present utility model.
Claims (9)
1. float a mud automatic clearing apparatus, it is characterized in that, comprising:
Float on the buoyancy ring in pond on the water surface;
Be installed on undersurface drift mud gathering-device in pond;
Connect adjustable nylon rope of buoyancy ring and drift mud gathering-device;
Be installed on the mud discharging device below drift mud gathering-device;
Described drift mud gathering-device comprises the drift mud collector having mudhole, connects and is positioned at the totally-enclosed cavity ball float below drift mud collector, being arranged in the first discharge pipeline in totally-enclosed cavity ball float, being positioned at the balancing weight bottom the first discharge pipeline.
2. a kind of drift mud automatic clearing apparatus as claimed in claim 1, is characterized in that: described buoyancy ring is the plastic body in hollow and annular.
3. a kind of drift mud automatic clearing apparatus as claimed in claim 2, is characterized in that: the material of described buoyancy ring is polystyrol foam material, and its outer surface increases one deck antibacterial film.
4. a kind of drift mud automatic clearing apparatus as claimed in claim 1, is characterized in that: described drift mud collector is dish.
5. a kind of drift mud automatic clearing apparatus as claimed in claim 1, is characterized in that: described mudhole is positioned at the center of drift mud collector, and the first discharge pipeline is vertically arranged in the center of totally-enclosed cavity ball float.
6. a kind of drift mud automatic clearing apparatus as claimed in claim 1, it is characterized in that: described mud discharging device comprises the built-in pipe being located at pool wall of pool, described built-in pipe one end connects the first discharge pipeline by the second discharge pipeline, external 3rd discharge pipeline of the other end.
7. a kind of drift mud automatic clearing apparatus as claimed in claim 6, is characterized in that: described 3rd discharge pipeline is provided with the first valve.
8. a kind of drift mud automatic clearing apparatus as claimed in claim 7, is characterized in that: described 3rd discharge pipeline having branch road is the 4th discharge pipeline, and described 4th discharge pipeline is provided with the second valve and sludge pump.
9. a kind of drift mud automatic clearing apparatus as claimed in claim 1, it is characterized in that: the weight of described totally-enclosed cavity ball float is 1.01 times of its buoyancy, the weight of described buoyancy ring is 1% of totally-enclosed cavity ball float buoyancy.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520387107.6U CN204671947U (en) | 2015-06-08 | 2015-06-08 | A kind of drift mud automatic clearing apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520387107.6U CN204671947U (en) | 2015-06-08 | 2015-06-08 | A kind of drift mud automatic clearing apparatus |
Publications (1)
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CN204671947U true CN204671947U (en) | 2015-09-30 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520387107.6U Withdrawn - After Issue CN204671947U (en) | 2015-06-08 | 2015-06-08 | A kind of drift mud automatic clearing apparatus |
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CN (1) | CN204671947U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104906834A (en) * | 2015-06-08 | 2015-09-16 | 国家电网公司 | Automatic portable floating sludge removing device as well as installation and using methods thereof |
-
2015
- 2015-06-08 CN CN201520387107.6U patent/CN204671947U/en not_active Withdrawn - After Issue
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104906834A (en) * | 2015-06-08 | 2015-09-16 | 国家电网公司 | Automatic portable floating sludge removing device as well as installation and using methods thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20150930 Effective date of abandoning: 20171114 |