CN204434447U - A kind of follow-on sludge vacuum dewatering unit - Google Patents
A kind of follow-on sludge vacuum dewatering unit Download PDFInfo
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- CN204434447U CN204434447U CN201520066586.1U CN201520066586U CN204434447U CN 204434447 U CN204434447 U CN 204434447U CN 201520066586 U CN201520066586 U CN 201520066586U CN 204434447 U CN204434447 U CN 204434447U
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- surge tank
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Abstract
It is a kind of follow-on sludge vacuum dewatering unit disclosed in the utility model, comprise enclosed sewage surge tank, described sewage surge tank is connected with a dehydrating tube, a valve tube and some for being inserted into the pipe connecting in sludge water, the other end of this valve tube is connected for the vacuum pump vacuumized with one, the other end of this pipe connecting is removably socketed with a sewage permeation joint, this sewage permeation joint is for stopping that mud enters this pipe connecting in company with current, and this valve tube and pipe connecting are interconnected by described sewage surge tank.The utility model not only can be used in different sludge treatment place flexibly, and structure is simple, and with low cost, operability and practicality are all stronger, and its dewatering and filtering is effective, have good actual application value.
Description
Technical field
The utility model relates to sludge treatment device field, is more particularly a kind of follow-on sludge vacuum dewatering unit.
Background technology
Because the water content of mud is very large, processed must be carried out to it before harmless treatment is carried out to mud, and sludge dewatering is that the mud that is primary, concentrated or digestion of fluidised form is carried out effective elimination moisture, make it a kind of method for sludge treatment being converted into semi-solid state or solid-state clod.Mud after dehydration, its water ratio can be reduced between eight ten 50 five to percent percent, depending on mud and the character of sediment and the usefulness of dehydration equipment.The dewatering of mud mainly comprises: natural mummification method, mechanical dehydration method and comminution granulation, and wherein natural mummification method and mechanical dehydration method are applicable to sewage sludge, and granulation rule is applicable to the mud of coagulating sedimentation.Mechanical dehydration method comprises filtration method and centrifuging, and filtration method is filtered by wet mud filtering layer (porous material is as filter cloth, wire cloth), and make moisture (filtrate) infiltrate filtering layer, dewatered sludge (filter cake) is then trapped within filtering layer; Centrifuging borrows the different tendency to drift aways that in mud, solid, liquid difference in specific gravity produces to reach mud-water separation.The equipment of filtration method has vacuum filter, plate-and-frame filter press and band filter.Vacuum filter enters mud continuously, and continuous mud extraction, operates steadily, but affiliated facility is more; Plate-and-frame filter press is chemical industry common equipment, and filtered driving force is large, and moisture content of the cake is lower, and enter mud, mud extraction is interval, productivity is lower, and manually-operated plate-and-frame filter press, labour intensity is very large, mostly uses machine automatization operation instead; Band filter is novel filter, has multiple design, and the dewatering Principle of foundation also has difference (gravity filtration, filtering under pressure, capillary suction, granulation), but they have rotating belt, transport mud, while dehydration, or only have the effect of fortune mud, their complicacy and energy consumption are all close.Mechanical dehydration method is mainly used in primary sedimentation pond mud and digested sludge, the water ratio of its dewatered sludge is relevant with sludge quality and dewatering, generally, the moisture content of the cake of vacuum filtration is eight ten ten to percent 6 percent, filter press is eight ten 40 five to percent percent, and centrifuge dehydration is eight ten five ten to percent 8 percent.
In order to make the efficiency of vacuum filtering and dewatering higher, the staff of this area have devised multiple sludge vacuum dewatering unit, as Chinese patent application publication No. sludge vacuum subcharge combined compressing and dewatering device disclosed in CN 101759342 A, this equipment has the effect of thickened sludge, negative pressure of vacuum and the pressure that provides of preloading device that vacuum pump formed are provided, mud under geomembrane is compressed, the moisture in mud is made to enter the discharge pipe line in compression pond by filtering layer, and introduce in sewage surge tank, complete the operation process of sludge dewatering.But the structure that the filtration of this sludge dehydration device filters with mode and traditional muddy water is identical with method, all by arranging filtering layer bottom it, then moisture filter is carried out, this structure not only needs the filtration facility laying multilayer, complex structure, with high costs, and its filter effect neither clearly, dehydration rate is not very high; On the other hand, the limitation of this dewatering and filtering structure is very large, can not be used in different sludge treatment places neatly.
Utility model content
It is a kind of follow-on sludge vacuum dewatering unit disclosed in the utility model, its main purpose is to overcome prior art above shortcomings and shortcoming, there is provided one not only can be used in different sludge treatment place flexibly, and structure is simple, with low cost, operability and the effective sludge dehydration device of dewatering and filtering.
The technical solution adopted in the utility model is as follows:
A kind of follow-on sludge vacuum dewatering unit, comprise enclosed sewage surge tank, described sewage surge tank is connected with a dehydrating tube, a valve tube and some for being inserted into the pipe connecting in sludge water, the other end of this valve tube is connected for the vacuum pump vacuumized with one, the other end of this pipe connecting is removably socketed with a sewage permeation joint, this sewage permeation joint is for stopping that mud enters this pipe connecting in company with current, and this valve tube and pipe connecting are interconnected by described sewage surge tank; One end of described dehydrating tube is arranged on the bottom of sewage surge tank and is connected with a water pump, and the other end is arranged on the outside on sewage surge tank top, and this dehydrating tube is also provided with a water-level control apparatus; The top of described sewage surge tank is also provided with a limit switch, and this limit switch is for controlling unlatching or the cut out of described vacuum pump.
Further, the sidewall of described sewage permeation joint is laid with several infiltration pores, and also pads between this sewage permeation joint and pipe connecting and be provided with a sealing annular collar.
Further, described water-level control apparatus comprises two and is arranged in series, for controlling the first float switch and second float switch of the unlatching of this water pump or closedown, this first float switch is located at the bottom of described sewage surge tank, and this second float switch is located at the top of described sewage surge tank.
Further, the height that described limit switch is arranged is positioned at the top of this second float switch.
Further, described water pump is also equipped with a water check valve.
Further, described valve tube is also equiped with one for measuring the pressure-measuring device of vacuum magnitude.
Further, the bottom of described sewage surge tank is also provided with one to rinse this sewage surge tank water port for blowdown.
By above-mentioned known to description of the present utility model, compared to the prior art, the utility model has the advantage of:
The structure formation that the utility model adopts detachable sewage permeation joint to be connected with pipe connecting, the pipe connecting of many can be inserted according to practical situation in sludge sump, and sewage permeation joint is inserted in mud, then negative-pressure vacuum is passed through, moisture in mud is separated with mud by sewage permeation joint, and pump in sewage surge tank, complete the processed of mud, this device not only structure is very simple, apply very flexible, and cost is very cheap, can realize different area, the sludge sump in different place carries out sludge dewatering treatment operation effectively, on the other hand, the utility model is also provided with water-level control apparatus in sewage surge tank, can realize the automatically operation of processed operation, and the security of equipment is improved further.
Accompanying drawing explanation
Fig. 1 is simple structure schematic diagram of the present utility model.
Embodiment
Come with reference to the accompanying drawings embodiment of the present utility model is described further.
As shown in Figure 1, a kind of follow-on sludge vacuum dewatering unit, comprise enclosed sewage surge tank 1, described sewage surge tank 1 is connected with a dehydrating tube 2, one valve tube 3 and some are in " 7 " character form structure, for being inserted into the pipe connecting 4 in sludge water, the other end of this valve tube 3 is connected for the vacuum pump 5 vacuumized with one, and valve tube 3 is also equiped with one for measuring the pressure-measuring device 31 of vacuum magnitude, the other end of this pipe connecting 4 is removably socketed with a sewage permeation joint 6, this sewage permeation joint 6 is for stopping that mud enters this pipe connecting 4 in company with current, the sidewall of described sewage permeation joint 6 is laid with several infiltration pores 61, and also pad between this sewage permeation joint 6 and pipe connecting 4 and be provided with a sealing annular collar 62, and this valve tube 3 is interconnected by described sewage surge tank 1 with pipe connecting 4.The top of described sewage surge tank 1 is also provided with a limit switch 8, and this limit switch 8 is for controlling unlatching or the cut out of described vacuum pump 5, and the bottom of sewage surge tank 1 is also provided with one to rinse this sewage surge tank water port 11 for blowdown.
One end of described dehydrating tube 2 is arranged on the bottom of sewage surge tank 1, and be connected with a water pump 7, and water pump 7 is also equipped with a water check valve 71, the other end is arranged on the outside on sewage surge tank 1 top, this dehydrating tube 2 is also provided with a water-level control apparatus, described water-level control apparatus comprises two and is arranged in series, for controlling the first float switch 91 and the second float switch 92 that this water pump opens or cuts out, this first float switch 91 is located at the bottom of described sewage surge tank 1, this second float switch 92 is located at the top of described sewage surge tank 1, and the height that described limit switch 8 is arranged is positioned at the top of this second float switch 92.
Working process of the present utility model: according to the needs in actual treatment mud place, first being inserted into by some " 7 " font pipe connectings needs in the sludge sump of processed, then open vacuum pump to carry out vacuumizing operation, negative pressure is utilized to be extracted out from mud by moisture, by the filtration of sewage permeation joint, moisture is pumped in sewage surge tank, then after water level triggers the second float switch, water pump starts to carry out drawing water operation, water in sewage surge tank is extracted out, after water level is triggered to the first float switch, water pump stops operation; If water pump breaks down in pump process, when water level touches limit switch, vacuum pump stops operation, and prevents the water overfill in sewage surge tank.
Above are only embodiment of the present utility model, but design concept of the present utility model be not only confined to this, everyly utilize this design to improve with carrying out unsubstantiality the utility model, all should belong to the behavior of infringement the utility model protection domain.
Claims (7)
1. a follow-on sludge vacuum dewatering unit, comprise enclosed sewage surge tank, it is characterized in that: described sewage surge tank is connected with a dehydrating tube, a valve tube and some for being inserted into the pipe connecting in sludge water, the other end of this valve tube is connected for the vacuum pump vacuumized with one, the other end of this pipe connecting is removably socketed with a sewage permeation joint, this sewage permeation joint is for stopping that mud enters this pipe connecting in company with current, and this valve tube and pipe connecting are interconnected by described sewage surge tank; One end of described dehydrating tube is arranged on the bottom of sewage surge tank and is connected with a water pump, and the other end is arranged on the outside on sewage surge tank top, and this dehydrating tube is also provided with a water-level control apparatus; The top of described sewage surge tank is also provided with a limit switch, and this limit switch is for controlling unlatching or the cut out of described vacuum pump.
2. the follow-on sludge vacuum dewatering unit of one according to claim 1, is characterized in that: the sidewall of described sewage permeation joint is laid with several infiltration pores, and also pads between this sewage permeation joint and pipe connecting and be provided with a sealing annular collar.
3. the follow-on sludge vacuum dewatering unit of one according to claim 1, it is characterized in that: described water-level control apparatus comprises two and is arranged in series, for controlling the first float switch and second float switch of the unlatching of this water pump or closedown, this first float switch is located at the bottom of described sewage surge tank, and this second float switch is located at the top of described sewage surge tank.
4. the follow-on sludge vacuum dewatering unit of one according to claim 3, is characterized in that: the height that described limit switch is arranged is positioned at the top of this second float switch.
5. the follow-on sludge vacuum dewatering unit of one according to claim 1, is characterized in that: described water pump is also equipped with a water check valve.
6. the follow-on sludge vacuum dewatering unit of one according to claim 1, is characterized in that: described valve tube is also equiped with one for measuring the pressure-measuring device of vacuum magnitude.
7. the follow-on sludge vacuum dewatering unit of one according to claim 1, is characterized in that: the bottom of described sewage surge tank is also provided with one to rinse this sewage surge tank water port for blowdown.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520066586.1U CN204434447U (en) | 2015-01-30 | 2015-01-30 | A kind of follow-on sludge vacuum dewatering unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520066586.1U CN204434447U (en) | 2015-01-30 | 2015-01-30 | A kind of follow-on sludge vacuum dewatering unit |
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| Publication Number | Publication Date |
|---|---|
| CN204434447U true CN204434447U (en) | 2015-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520066586.1U Expired - Fee Related CN204434447U (en) | 2015-01-30 | 2015-01-30 | A kind of follow-on sludge vacuum dewatering unit |
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| CN (1) | CN204434447U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105217922A (en) * | 2015-10-26 | 2016-01-06 | 黄文龙 | A kind of mud quick dewatering drying device |
| CN107512843A (en) * | 2017-07-17 | 2017-12-26 | 中山大学 | A kind of sludge dewatering system and its dewatering based on circulation saline solution dialysis |
-
2015
- 2015-01-30 CN CN201520066586.1U patent/CN204434447U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105217922A (en) * | 2015-10-26 | 2016-01-06 | 黄文龙 | A kind of mud quick dewatering drying device |
| CN105217922B (en) * | 2015-10-26 | 2017-09-12 | 黄文龙 | A kind of sludge quick dewatering drying device |
| CN107512843A (en) * | 2017-07-17 | 2017-12-26 | 中山大学 | A kind of sludge dewatering system and its dewatering based on circulation saline solution dialysis |
| CN107512843B (en) * | 2017-07-17 | 2020-10-30 | 中山大学 | Sludge dewatering system based on circulating salt solution dialysis and dewatering method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20170130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |