CN106186632A - Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility - Google Patents
Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility Download PDFInfo
- Publication number
- CN106186632A CN106186632A CN201610675917.0A CN201610675917A CN106186632A CN 106186632 A CN106186632 A CN 106186632A CN 201610675917 A CN201610675917 A CN 201610675917A CN 106186632 A CN106186632 A CN 106186632A
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- China
- Prior art keywords
- mud
- river
- lake
- spirillum
- gushed
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Sludge (AREA)
- Filtration Of Liquid (AREA)
Abstract
The present invention provides a kind of lake, river to gush polluted bed mud and processes hydraulic fill pipeline enrichment facility, the spirillum including body, being placed in body and the power set being connected with spirillum；One end of body is provided with stock inlet, and the other end is provided with grout outlet；Institute's body includes the first body and the second body being sequentially connected from the inside to the outside, and the first body is provided with filtering holes, is provided with filtering chamber between the first body and the second body, and the second body is provided with the drainage mouth connected with filtering chamber；Spirillum, is driven by power set, rotates in the first body, so that spirillum strikes off the absorption mud cake through filtering formation on the inwall of the first body, and from stock inlet, the mud cake struck off is delivered to grout outlet.The present invention achieves mud-water separation by body and the spirochetal structure arranged, it is possible to substantially reduces the water content of mud, thus conveniently mud is carried out subsequent treatment, reduces the cost that mud carries out subsequent treatment.
Description
Technical field
The invention belongs to technical field of sludge treatment, gush polluted bed mud process hydraulic fill pipeline particularly to a kind of lake, river dense
Compression apparatus.
Background technology
The sediment pollution that lake, China current river is gushed is a urgently to be resolved hurrily environmental problem, and sediment pollution aggravation is mainly
Anthropic factor causes, and pollutant are by atmospheric sedimentation, discharge of wastewater, rain and wash away entrance water body, a large amount of difficult degradations
Pollutant quite a few be accumulated in Sediments and by new enrichment, the pollutant levels being dissolved in the water are to a great extent
Affected by bed mud.Therefore, the improvement of polluted bed mud is the most very urgent, imperative.At present, lake, river is being gushed the pollution end
During mud is administered, generally require and mud is nursed one's health the modified processed that carries out again, specifically, through the denseest
Mud after contracting by small-sized strand inhale ship be delivered to mud conditioning workshop and mud is nursed one's health, quenched, mud after having nursed one's health
The piece-rate system that slurry is delivered to filter press through piping again carries out mud-water separation, and mud is through the plate and frame filter press degree of depth
Form hard plastic shape mud cake after dehydration, finally realize harmlessness disposing and the resource regeneration of river bottom mud.
But, there is following technical problem in present technology: owing to the mud after having nursed one's health directly is delivered to by pipeline
Filter press carries out mechanical dehydration, higher through the mud water content of pipeline conveying, is unfavorable for the subsequent treatment of mud, to mud
The cost carrying out subsequent treatment is high.
Summary of the invention
A kind of lake, river of offer is provided and gushes polluted bed mud process hydraulic fill pipeline enrichment facility, it is intended to
Solve pipeline in conventional dehydration treatment technology and cannot realize reducing the water content of mud, the problem that mud subsequent treatment cost is high.
The present invention is achieved in that a kind of lake, river is gushed polluted bed mud and processed hydraulic fill pipeline enrichment facility, including:
Body, the spirillum being placed in described body and the power set being connected with described spirillum；
One end of described body is provided with stock inlet, and the other end is provided with grout outlet；
Described body includes the first body and the second body being sequentially connected from the inside to the outside, and described first body is provided with filtration
Hole, is provided with filtering chamber between described first body and described second body, described second body is provided with and described filter chamber
The drainage mouth of room connection；
Described spirillum, is driven by described power set, rotates, so that described spirillum is scraped in described first body
Except the absorption mud cake through filtering formation on the inwall of described first body, and the mud cake struck off is carried from described stock inlet
To described grout outlet.
As the preferred technical solution of the present invention:
Further, described spirillum includes Shaftless spiral blade, and described Shaftless spiral blade is in spiral uniformly and equidistantly
Shape is distributed on described spirillum.
Further, described first body is set to flexible pipe, and described flexible pipe is uniformly distributed multiple described filtering holes.
Further, the inner surface of described second body is provided with the ribs for supporting described first body.
Further, described ribs is set to spiral type, and described filtering chamber is separated into by spiral described ribs
Spiral filtration channel；Described filtration channel connects described drainage mouth.
Further, described stock inlet connects has pulp-inlet pipe road, the other end in described pulp-inlet pipe road to be provided with for by mud
Pump into the slush pump in described first body.
Further, described power set include motor and the reductor being connected with described motor.
Further, one end of described body is fixed on a base, described spirillum, power set respectively with the described end
Seat is connected.
Further, described power set also include the differential mechanism being connected with described base.
Further, described drainage mouth connects the return pipe for reclaiming drainage.
The present invention is by the first body arranged, and mud is played the effect of filtration by the first body, and the water after filtration passes through
Drainage mouth is discharged；Mud absorption after the first body filters forms mud cake on the inwall of the first body, then by setting
Spirillum, spirillum is driven by power set and rotates in the first body, and mud cake is struck off during rotating by spirillum, and
By stock inlet, the mud cake struck off is delivered to grout outlet, and the spirillum of setting ensure that the discharge capacity of the first body and permeable energy
Power, simultaneously by mud cake output body poor for mobility.The present invention, by the body arranged and spirochetal structure, is being carried out
Before mud subsequent treatment, by realizing mud-water separation in body, remove substantial amounts of moisture content in mud, and then substantially reduce mud
Water content, by stepping up the concentration of mud, convenient mud is carried out subsequent treatment, thus reduces mud subsequent treatment
Cost.
Accompanying drawing explanation
Fig. 1 is the structural representation that polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in the lake, river that the embodiment of the present invention provides
Figure.
In figure: 1-body, 11-the first body, 12-the second body, 121-ribs, 122-drainage mouth, 13-filter chamber
Room, 14-stock inlet, 15-grout outlet, 2-spirillum, 3-power set, 31-motor, 32-reductor, 33-differential mechanism, 4-backwater
Pipe, 5-base, 6-pulp-inlet pipe road, 7-slush pump.
Detailed description of the invention
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, right
The present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, and
It is not used in the restriction present invention.
It should be noted that when element is referred to as " being fixed on " or " being arranged at " another element, and it can be directly separately
On one element or be connected on this another element.When an element is referred to as " being connected to " another element, and it is permissible
It is directly to another element or is indirectly connected to this another element.
The present invention provides a kind of lake, river to gush polluted bed mud and processes hydraulic fill pipeline enrichment facility, by realizing mud in the duct
Water separates, and removes substantial amounts of moisture content in mud, and then the obvious water content reducing mud, conveniently mud is carried out subsequent treatment,
Thus reduce the cost of mud subsequent treatment.
Referring to accompanying drawing 1, this lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility and include: body 1, be placed in body
Spirillum 2 in 1 and the power set 3 being connected with spirillum 2；One end of body 1 is provided with stock inlet 14, and the other end is provided with out
Slurry mouth 15；Body 1 includes the first body 11 and the second body 12 being sequentially connected from the inside to the outside, and the first body 11 is provided with filtration
Hole, is provided with filtering chamber 13 between the first body 11 and the second body 12, and the second body 12 is provided with and connects with filtering chamber 13
Drainage mouth 122；Spirillum 2, is driven by power set 3, rotates, so that spirillum 2 strikes off absorption in the first body 11
The mud cake through filtering formation on the inwall of the first body 11, and the mud cake struck off is delivered to grout outlet from stock inlet 14
15。
The embodiment of the present invention is by the first body 11 arranged, and mud is played the effect of filtration by the first body 11, filters
After water discharge through drainage mouth 122；Mud absorption after the first body 11 filters is formed on the inwall of the first body 11
Mud cake, then by the spirillum 2 arranged, spirillum 2 is driven by power set 3 and rotates in the first body 11, spirillum 2 is turning
Being struck off by mud cake during Dong, and by stock inlet 14, the mud cake struck off is delivered to grout outlet 15, the spirillum 2 of setting enters one
Step ensure that discharge capacity and the water permeable ability of the first body 11, simultaneously by mud cake output body 1 poor for mobility.The present invention
By the body 1 arranged and the structure of spirillum 2, before carrying out mud subsequent treatment, divide by realizing muddy water in body 1
From, remove substantial amounts of moisture content in mud, and then the obvious water content reducing mud, by stepping up the concentration of mud, convenient
Mud is carried out subsequent treatment, thus reduces the cost of mud subsequent treatment.
Preferably, spirillum 2 includes Shaftless spiral blade, Shaftless spiral blade in spiral distribution uniformly and equidistantly in spiral shell
On rotation body 2.Specifically, Shaftless spiral blade is connected on power set 3 by drive shaft.By the spiral of Shaftless spiral blade
The conveying of rotation forces mud cake, owing to arranging Shaftless spiral blade, mud cake is not easily blocked, thus can relatively low velocity operate, flat
Steady transmission, reduces energy consumption, and arranges Shaftless spiral blade and be difficult to overstocking of mud cake occur.
Preferably, the first body 11 is set to flexible pipe.Multiple filtering holes it is uniformly distributed on flexible pipe.What deserves to be explained is, soft
Pipe could be arranged to metal hose, corrugated flexible hose, it is also possible to arranges other flexible pipes that can play a role in filtering, specifically, flexible pipe
On filtering holes is set, the filtering holes of flexible pipe preferably employs integrated mode on flexible pipe.By arranging flexible pipe in use
During have a preferable decay resistance, and flexible pipe has flexibility, retractility, flexible good feature, uses flexibly, also helps
In damping and noise reduction.Further, the inner surface of the second body 12 is provided with the ribs 121 for supporting the first body 11.?
Stake rib 121 contributes to reinforced hose bearing capacity, what deserves to be explained is, is filter chamber between ribs 121 and the first body 11
Room 13, in addition it is also possible to be expressed as between ribs 121 and the first body 11 being reserved with space so that crosses drainage through flexible pipe and the
Filtering chamber 13 between two bodys 12 is pooled to drainage mouth 122.
Further, ribs 121 can be set to spiral type, and filtering chamber 13 is separated into by spiral ribs 121
Spiral filtration channel；Filtration channel connection drainage mouth 122.By the spiral ribs 121 arranged, can be by first
Body 11 and the second body 12 compact siro spinning technology so that while ribs 121 supports the first body 11 well, contribute to guiding
Filtered water stream is logical and discharges from drainage mouth 122.
Further, stock inlet 14 connects has pulp-inlet pipe road 6, the other end in pulp-inlet pipe road 6 to be provided with for pumping slurry into
Slush pump 7 in first body 11.Pumped in the first body 11 by slush pump mud easily.
Specifically, power set 3 include motor 31 and the reductor 32 being connected with motor 31.By motor 31 and deceleration
The power set 3 of machine 32 composition drive spirillum 2 to rotate.
Further, one end of body 1 is fixed on a base 5, and spirillum 2, power set 3 are connected with base 5 respectively.
Arrange base 5 to be easy to fix body 1, strengthen the steadiness that body 1 connects, meanwhile, be also convenient for being connected with power set 3, make
Obtain power set 3 and provide power for spirillum 2.
Further, power set 3 also include the differential mechanism 33 being connected with base 5.Specifically, differential mechanism 33 by axle with
Base 5 is connected.Differential mechanism 33 makes motor 31 preferably provide power for spirillum 2.What deserves to be explained is, motor 31, deceleration
The realization of machine 32 and differential mechanism 33 function can use existing conventional techniques.Power set 3 are except arranging aforementioned structure, it is also possible to
Using other routine techniques means existing, as long as power can be provided for spirillum 2, power set 3 are in order to drive spiral
Body 2 rotates in the first body 11, so that spirillum 2 strikes off absorption being formed through filtration on the inwall of the first body 11
Mud cake and the mud cake struck off is delivered to grout outlet 15 from stock inlet 14.In the present embodiment, slush pump 7, motor 31 and deceleration
Machine 32 is arranged on the one end on pulp-inlet pipe road 6 away from body 1, and differential mechanism 33 is arranged far from the other end of the body 1 of base 5.
Further, drainage mouth 122 connects the return pipe 4 for reclaiming drainage.By arranging return pipe 4, it is simple to
The filtration Water Sproading reclaimed is utilized, economizes on resources.
The when of use, mud is in pulp-inlet pipe road 6 enters the first body 11, after the filtration of the first body 11, and mistake
Water after filter is discharged through drainage mouth 122.Absorption mud on the inwall of the first body 11 forms mud cake, and motor 31 drives and subtracts
Speed machine 31, reductor 32 drives Shaftless spiral blade, and mud cake is struck off during rotating by Shaftless spiral blade, and will strike off
Mud cake be delivered to grout outlet 15 by stock inlet 14.Specifically, the mud after conditioner has been nursed one's health, by transport pump to plate
Before the piece-rate system of frame pressure filter carries out mud-water separation, gush polluted bed mud process mud tube by arranging the lake, river of the present invention
Road enrichment facility, after concentrating mud be delivered to filter press again and carry out mechanical dehydration.The present invention is by pipeline
Improvement achieve mud-water separation, it is possible to substantially reduce the water content of mud, thus convenient mud carried out subsequent treatment, reduce
Mud carried out the cost of subsequent treatment.What deserves to be explained is, the lake, river of technical solution of the present invention is gushed polluted bed mud and is processed
Hydraulic fill pipeline enrichment facility can also be used in other pipelines to reduce the water content of mud, the beneficially follow-up place of mud
Reason.
These are only presently preferred embodiments of the present invention, not in order to limit the present invention, all spirit in the present invention and
Any amendment, equivalent or the improvement etc. made within principle, should be included within the scope of the present invention.
Claims (10)
1. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in lake, a river, it is characterised in that including:
Body, the spirillum being placed in described body and the power set being connected with described spirillum；
One end of described body is provided with stock inlet, and the other end is provided with grout outlet；
Described body includes the first body and the second body being sequentially connected from the inside to the outside, and described first body is provided with filtering holes,
Being provided with filtering chamber between described first body and described second body, described second body is provided with described filtering chamber even
Logical drainage mouth；
Described spirillum, is driven by described power set, rotates, so that described spirillum strikes off suction in described first body
The mud cake through filtering formation being attached on the inwall of described first body, and the mud cake struck off is delivered to institute from described stock inlet
State grout outlet.
2. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in lake, river as claimed in claim 1, it is characterised in that described spiral shell
Rotation body include Shaftless spiral blade, described Shaftless spiral blade in spiral distribution uniformly and equidistantly on described spirillum.
3. lake, river as claimed in claim 1 is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility, it is characterised in that described the
One body is set to flexible pipe, and described flexible pipe is uniformly distributed multiple described filtering holes.
4. lake, river as claimed in claim 3 is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility, it is characterised in that described the
The inner surface of two bodys is provided with the ribs for supporting described first body.
5. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in lake, river as claimed in claim 4, it is characterised in that described
Stake rib is set to spiral type, and described filtering chamber is separated into spiral filtration channel by spiral described ribs；Described mistake
Drainage mouth described in filter channel connection.
6. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in the lake, river as described in any one of Claims 1 to 5, and its feature exists
In, described stock inlet connects has pulp-inlet pipe road, the other end in described pulp-inlet pipe road to be provided with for pumping slurry into described first pipe
Internal slush pump.
7. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in the lake, river as described in any one of Claims 1 to 5, and its feature exists
In, described power set include motor and the reductor being connected with described motor.
8. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in the lake, river as described in any one of Claims 1 to 5, and its feature exists
In, one end of described body is fixed on a base, and described spirillum, power set are connected with described base respectively.
9. polluted bed mud process hydraulic fill pipeline enrichment facility is gushed in lake, river as claimed in claim 8, it is characterised in that described dynamic
Power apparatus also includes the differential mechanism being connected with described base.
10. polluted bed mud process hydraulic fill pipeline enrichment facility, its feature are gushed in the lake, river as described in any one of Claims 1 to 5
Being, described drainage mouth connects the return pipe for reclaiming drainage.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610675917.0A CN106186632A (en) | 2016-08-16 | 2016-08-16 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
| PCT/CN2017/083613 WO2018032809A1 (en) | 2016-08-16 | 2017-05-09 | River/lake/stream polluted sediment treated mud pipeline concentrator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610675917.0A CN106186632A (en) | 2016-08-16 | 2016-08-16 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106186632A true CN106186632A (en) | 2016-12-07 |
Family
ID=57521952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610675917.0A Pending CN106186632A (en) | 2016-08-16 | 2016-08-16 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106186632A (en) |
| WO (1) | WO2018032809A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018032809A1 (en) * | 2016-08-16 | 2018-02-22 | 中电建水环境治理技术有限公司 | River/lake/stream polluted sediment treated mud pipeline concentrator |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081544A (en) * | 2020-09-02 | 2020-12-15 | 临沂市政集团有限公司 | Pile hole slag removal equipment |
Citations (1)
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| CN202179893U (en) * | 2010-12-20 | 2012-04-04 | 谢水清 | Physical solid-liquid separation device suitable for sewage pretreatment in small-scale sewage treatment system |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2623419B1 (en) * | 1987-11-25 | 1990-03-23 | Combustion Eng Europ | SELF-CLEANING FILTER APPARATUS |
| CN2432998Y (en) * | 2000-04-21 | 2001-06-06 | 北京市华昌丰机电技术研究所开发中心 | High-flow screw-type automatic decoking quenching oil filter |
| CN201263917Y (en) * | 2007-12-14 | 2009-07-01 | 罗维京 | Screw type continuous filtration device using sewage water and water source on earth's surface as heat pump water source |
| CN204093133U (en) * | 2014-07-17 | 2015-01-14 | 江苏南通申通机械有限公司 | The special seawater filter of a kind of boats and ships |
| CN204522441U (en) * | 2014-12-31 | 2015-08-05 | 张家港市瑞德顺达机械有限公司 | A kind of spiral Self-cleaning filter |
| CN106186632A (en) * | 2016-08-16 | 2016-12-07 | 中电建水环境治理技术有限公司 | Lake, river is gushed polluted bed mud and is processed hydraulic fill pipeline enrichment facility |
-
2016
- 2016-08-16 CN CN201610675917.0A patent/CN106186632A/en active Pending
-
2017
- 2017-05-09 WO PCT/CN2017/083613 patent/WO2018032809A1/en active Application Filing
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202179893U (en) * | 2010-12-20 | 2012-04-04 | 谢水清 | Physical solid-liquid separation device suitable for sewage pretreatment in small-scale sewage treatment system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018032809A1 (en) * | 2016-08-16 | 2018-02-22 | 中电建水环境治理技术有限公司 | River/lake/stream polluted sediment treated mud pipeline concentrator |
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| Publication number | Publication date |
|---|---|
| WO2018032809A1 (en) | 2018-02-22 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 518000, Guangdong, Baoan District, Xin'an Xin'an Street 1003 Shenzhen Road, No. six financial port C block Applicant after: China Power Construction Ecological Environment Group Co., Ltd Address before: 518000, Guangdong, Baoan District, Xin'an Xin'an Street 1003 Shenzhen Road, No. six financial port C block Applicant before: The electric environment control technology Co Ltd Jianshui |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161207 |