CN106007277A - Hydraulic separation method used for pipeline sludge, and system thereof - Google Patents
Hydraulic separation method used for pipeline sludge, and system thereof Download PDFInfo
- Publication number
- CN106007277A CN106007277A CN201610374824.4A CN201610374824A CN106007277A CN 106007277 A CN106007277 A CN 106007277A CN 201610374824 A CN201610374824 A CN 201610374824A CN 106007277 A CN106007277 A CN 106007277A
- Authority
- CN
- China
- Prior art keywords
- water
- pipeline
- sludge
- mud
- vibrosieve
- 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.)
- Pending
Links
Classifications
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/06—Sludge reduction, e.g. by lysis
Abstract
The invention discloses a hydraulic separation method used for pipeline sludge, and a system thereof. The method comprises the following steps: large-particle size particles are separated from ground sludge powder by adopting a vibration screen, and small-particle size particles obtained after vibration screening are added to water; the small-particle size particles in water are processed with water to generate parts of suspending substances and floating substances; the suspending substances downward settle and are filtered through a filter screen, and the floating substances are eliminated through a water draining tube; the suspending substances filtered through the filter screen settle to the bottom of water, and the obtained precipitate is sent to a sand removal device through a pump, and undergoes sand removal; cyclone sand removed isolate falls to a sand barrel and is stored, and separated water is used in flushing after being filtered; and the floating substances go through a pipeline, enter a solid-liquid separator, and are separated, and superfluous sludge on the vibrating screen is recovered, and then goes through the vibration screen. The method and the system have the advantages of great saving of water resource consumption, increase of the treatment efficiency, prevention of artificial contact with sludge, and effective improvement of the safety effect.
Description
Technical field
The present invention relates to the processing technique field of construction material, be specifically related to the isolation technics of mud
Field, particularly relates to a kind of waterpower separation method for pipeline mud and system.
Background technology
Pipeline mud be in rainwater and sewage part free settling material in pipe conveying procedure
Deposition is got off, and accumulates the most in the duct, mainly by sandstone, dregs and a small amount of having
Machine things etc. form, and can carry out twice laid as the auxiliary material of construction material, but pipeline simultaneously
Mud also have accumulated substantial amounts of heavy metal, pathogenic microorganism etc., if do not dealt carefully with, no
Only cause the secondary pollution of environment, and bring threat, pipeline mud greatly to human health
Based on inorganic matter, being mingled with the foreign material such as substantial amounts of house refuse, bark, masonry, this gives pipe
The process of road mud brings great difficulty.The purpose of pipeline sludge elutriation pretreatment, it is simply that will
Each component in mud from, in order to be spaced further apart process.But, sludge elutriation processes to be needed
Want substantial amounts of elutriation water；Additionally, due to pipeline mud is often mingled with a large amount of brick, block stone etc.
Material, conventional pipelines mud receiving device top often arranges grid and is isolated, but grid exists
While stopping bulk materials, due to crowding effect, also tend to cause pipeline mud to pass through
Grid, needs manual intervention to make pipeline mud by grid, and the bulk materials on grid is manually removed.
Not only reduce treatment effeciency, also make human contact's pipeline mud, there is great health and peace
Full hidden danger.
Summary of the invention
It is desirable to provide a kind of waterpower separation method for pipeline mud and system, to solve
Certainly the treatment effeciency in the presence of existing pipeline sludge handling process is low, poor processing effect, safety
The problem such as hidden danger is big and human cost is high.
The present invention is achieved by following technical solution:
A kind of waterpower separation method for pipeline mud, the method comprises the following steps:
A () is by pipeline sludge air drying or dry, and uses grinding machine grind into powder；
Sewage sludge powder b () will grind after uses vibrosieve to separate out the granule of big particle diameter, shakes
The dynamic small size particle filtered out puts in water；
C small size particle that () enters in water makes it produce part float through the process of water
And floating thing；
D () float settles downwards and passes through strainer filtering, floating thing is got rid of by drain pipe；
(e) through the suspended substance sedimentation of filter screen filtration to bottom portion, and with pump by this precipitate
Send in desander and carry out desanding；
F () falls into storage in sand bucket through the separator of Swirling flow sand-removing, separate the water warp produced
It is rinsed in step (b) after filtration；
G the floating thing produced in () step (d) enters solid-liquid separator through piping is carried out point
From, separate the water produced and be re-used for step (b)；
Again by vibrosieve after mud recovery unnecessary in (h) vibrosieve.
Sewage sludge powder particle diameter after grinding in described step (a) is 1-3mm.
A kind of piece-rate system realizing the above-mentioned waterpower separation method for pipeline mud, this is
System includes water tank, sludge-tank, and tank top is provided with vibrosieve, sludge-tank is provided with and shakes
The elevator that dynamic sieve matches, water tank bottom is taper and is provided with valve, and valve downstream connects
Having pipeline, pipeline is provided with delivery pump, delivery pump downstream is connected with a desander, desander
Bottom is provided with sand bucket, and desander top connects has water pipe, water pipe end to be provided with shower nozzle, shower nozzle
It is placed in above vibrosieve；Being provided with filter screen in water tank, the liquid level in water tank is higher than filter screen, with liquid
The position that face flushes is provided with drain pipe, and drainage pipe end connects affixed separator, solid-liquid separation
Device downstream connects waste residue bucket, and solid-liquid separator is additionally provided with backflow water pipe, backflow water pipe end
End is fixed on tank top；Being provided with hopper by water tank, hopper flushes with tank top, hopper
Downstream connects has conveyer belt, conveyer belt to be connected with sludge-tank.
Described vibrosieve is for being in tilted layout, and the side height near hopper is less than opposite side.
On described water pipe, filter is installed.
Described desander is hydrocyclone.
The invention has the beneficial effects as follows:
Compared with prior art, the present invention provide the waterpower separation method for pipeline mud and
System, owing to the effluent cycle after girt-water separation utilizes, can be significantly compared to conventional process mode
Saving water resources consumption, it eluriates time shortening more than 1/3, and without manual intervention, significantly
Reduce health and potential safety hazard that the contact of people's mud brings；The i.e. present invention can significantly save water resource
Improve treatment effeciency while consumption and human contact's mud can be prevented, being effectively increased safe effect
Rate.
Accompanying drawing explanation
Fig. 1 is the structural representation of piece-rate system in the present invention；
In figure: 1-sludge-tank, 2-elevator, 3-water tank, 4-vibrosieve, 5-filter screen, 6-valve,
7-pipeline, 8-sand bucket, 9-hydrocyclone, 10-filter, 11-shower nozzle, 12-hopper, 13-
Conveyer belt, 14-delivery pump, 15-drain pipe, 16-solid-liquid separator, 17-waste residue bucket.
Detailed description of the invention
Below in conjunction with accompanying drawing, technical scheme is described further, but required guarantor
The scope of protecting is not limited to described；
As it is shown in figure 1, the present invention provides a kind of realizes the above-mentioned waterpower separation for pipeline mud
The piece-rate system of method, this system includes that water tank 3, sludge-tank 1, water tank 3 top are provided with and shake
Dynamic sieve 4, sludge-tank 1 is provided with the elevator 2 matched with vibrosieve 4, bottom water tank 3 is
Taper and be provided with valve 6, valve 6 downstream connects pipeline 7, and pipeline 7 is provided with delivery pump
14, delivery pump 14 downstream is connected with a desander 9, and desander 9 bottom is provided with sand bucket 8, desanding
Device 9 top connects has water pipe, water pipe end to be provided with shower nozzle 11, and shower nozzle 11 is placed in vibrosieve 4
Side；Being provided with filter screen 5 in water tank 3, the liquid level in water tank 3 is higher than filter screen 5, flushes with liquid level
Position is provided with drain pipe 15, and drain pipe 15 end connects affixed separator 16, solid-liquid separator
16 downstreams connect waste residue bucket 17, and solid-liquid separator 16 is additionally provided with backflow water pipe, recirculation water
Pipe end is fixed on water tank 3 top；Water tank 3 is other is provided with hopper 12, and hopper 12 pushes up with water tank 3
Portion flushes, and hopper 12 downstream connects has conveyer belt 13, conveyer belt 13 to be connected with sludge-tank 1.
Described vibrosieve 4 is for being in tilted layout, and the side height near hopper 12 is less than opposite side,
Unnecessary sewage sludge powder can be carried out in returning to sludge-tank 1 by conveyer belt 13 after entering hopper 12 again
Secondary process.
Being provided with filter 10 on described water pipe, the addition of filter 10 can improve the water after desanding
Degree of purity, and then effectively reduce and filter consumption of water.
In order to ensure desanding efficiency, described desander 9 is hydrocyclone.
Embodiment: during use, by pipeline sludge air drying or dry, and uses grinding machine to pulverize
End, powder diameter is 1-3mm, is stored in by sewage sludge powder in sludge-tank 1, carries after having ground
Rise machine 2 and mud powder is inputted vibrosieve 4 top on water tank 3, along with the vibrations of vibrosieve 4, little
The mud of particle diameter enters in water tank 3, and large-sized mud granule enters hopper 12 and by conveying
Band 13 is sent back to and is again promoted filtration in sludge-tank 1；Enter the mud in water tank 3 and enter water
In, the process through water makes it produce part float and floating thing；Float settles downwards also
Being filtered by filter screen 5, floating thing is got rid of by drain pipe 15, and the float of eliminating enters solid-liquid
Separator 16 carries out solid-liquid separation, and the waste residue of generation enters waste residue bucket 17, and the water of generation passes through back
Flow tube is back to water tank 3 and is continuing with；Through the sludge settling extremely bottom portion that drainage screen 5 filters, and
This precipitate feeding desander 9 will carry out desanding with delivery pump 14 and pipeline 7；Through desanding
Separator falls in sand bucket 8 and stores, and separates the water produced after filter 10 filters by shower nozzle 11
Spray to vibrosieve 4 surface, be used for rinsing.
Claims (6)
1. the waterpower separation method for pipeline mud, it is characterised in that: the method bag
Include following steps:
A () is by pipeline sludge air drying or dry, and uses grinding machine grind into powder；
Sewage sludge powder b () will grind after uses vibrosieve to separate out the granule of big particle diameter, shakes
The dynamic small size particle filtered out puts in water；
C small size particle that () enters in water makes it produce part float through the process of water
And floating thing；
D () float settles downwards and passes through strainer filtering, floating thing is got rid of by drain pipe；
(e) through the suspended substance sedimentation of filter screen filtration to bottom portion, and with pump by this precipitate
Send in desander and carry out desanding；
F () falls into storage in sand bucket through the separator of Swirling flow sand-removing, separate the water warp produced
It is rinsed in step (b) after filtration；
G the floating thing produced in () step (d) enters solid-liquid separator through piping is carried out point
From, separate the water produced and be re-used for step (b)；
Again by vibrosieve after mud recovery unnecessary in (h) vibrosieve.
Waterpower separation method for pipeline mud the most according to claim 1, its feature
It is: the sewage sludge powder particle diameter after grinding in described step (a) is 1-3mm.
3. the waterpower separation side for pipeline mud realized as described in claim 1-2
The piece-rate system of method, it is characterised in that: this system includes water tank, sludge-tank, and tank top is pacified
Equipped with vibrosieve, sludge-tank being provided with the elevator matched with vibrosieve, water tank bottom is
Taper and be provided with valve, valve downstream connects pipeline, and pipeline is provided with delivery pump, defeated
Sending pump downstream to be connected with a desander, desander bottom is provided with sand bucket, and desander top connects to be had
Water pipe, water pipe end is provided with shower nozzle, and shower nozzle is placed in above vibrosieve；Filter is installed in water tank
Net, the liquid level in water tank is higher than filter screen, and the position flushed with liquid level is provided with drain pipe, drain pipe
End connects affixed separator, and solid-liquid separator downstream connects waste residue bucket, solid-liquid separator
On be additionally provided with backflow water pipe, backflow water pipe end is fixed on tank top；It is provided with by water tank
Hopper, hopper flushes with tank top, and hopper downstream connects conveyer belt, conveyer belt and mud
Pond is connected.
Waterpower piece-rate system for pipeline mud the most according to claim 3, its feature
It is: described vibrosieve is for being in tilted layout, and the side height near hopper is less than opposite side.
Waterpower piece-rate system for pipeline mud the most according to claim 3, its feature
It is: on described water pipe, filter is installed.
Waterpower piece-rate system for pipeline mud the most according to claim 3, its feature
It is: described desander is hydrocyclone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610374824.4A CN106007277A (en) | 2016-05-31 | 2016-05-31 | Hydraulic separation method used for pipeline sludge, and system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610374824.4A CN106007277A (en) | 2016-05-31 | 2016-05-31 | Hydraulic separation method used for pipeline sludge, and system thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106007277A true CN106007277A (en) | 2016-10-12 |
Family
ID=57092554
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610374824.4A Pending CN106007277A (en) | 2016-05-31 | 2016-05-31 | Hydraulic separation method used for pipeline sludge, and system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106007277A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107759041A (en) * | 2017-11-30 | 2018-03-06 | 福建帝凯农业综合开发有限公司 | A kind of sewage microbe treatment system |
| CN108439713A (en) * | 2018-04-09 | 2018-08-24 | 四川四通欧美环境工程有限公司 | A kind of small towns integrated effluent disposal system |
| CN108789931A (en) * | 2018-06-09 | 2018-11-13 | 安徽宏业塑业有限公司 | A kind of selected filter device of injection raw material |
| CN110759612A (en) * | 2019-10-12 | 2020-02-07 | 上海桓禹环境科技有限公司 | Resource utilization method for silt in rainwater storage tank |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002028698A (en) * | 2000-07-12 | 2002-01-29 | Daiyo Kiko Kogyo Kk | Method and device for separating soil and sand from drilled muddy water |
| CN102020403A (en) * | 2009-09-10 | 2011-04-20 | 旭技术环境系统株式会社 | Sludge purification treatment method and device |
| CN102225834A (en) * | 2011-05-22 | 2011-10-26 | 黑旋风工程机械开发有限公司 | Sludge treatment method and device for urban drainage pipe network |
| CN203922954U (en) * | 2014-05-15 | 2014-11-05 | 吴持跃 | Chemical industry greasy filth knot screen |
-
2016
- 2016-05-31 CN CN201610374824.4A patent/CN106007277A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002028698A (en) * | 2000-07-12 | 2002-01-29 | Daiyo Kiko Kogyo Kk | Method and device for separating soil and sand from drilled muddy water |
| CN102020403A (en) * | 2009-09-10 | 2011-04-20 | 旭技术环境系统株式会社 | Sludge purification treatment method and device |
| CN102225834A (en) * | 2011-05-22 | 2011-10-26 | 黑旋风工程机械开发有限公司 | Sludge treatment method and device for urban drainage pipe network |
| CN203922954U (en) * | 2014-05-15 | 2014-11-05 | 吴持跃 | Chemical industry greasy filth knot screen |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107759041A (en) * | 2017-11-30 | 2018-03-06 | 福建帝凯农业综合开发有限公司 | A kind of sewage microbe treatment system |
| CN108439713A (en) * | 2018-04-09 | 2018-08-24 | 四川四通欧美环境工程有限公司 | A kind of small towns integrated effluent disposal system |
| CN108789931A (en) * | 2018-06-09 | 2018-11-13 | 安徽宏业塑业有限公司 | A kind of selected filter device of injection raw material |
| CN110759612A (en) * | 2019-10-12 | 2020-02-07 | 上海桓禹环境科技有限公司 | Resource utilization method for silt in rainwater storage tank |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104475441B (en) | A kind of Soil leaching repair system and method thereof concentrating design concept based on decrement | |
| CN102225834B (en) | Sludge treatment method and device for urban drainage pipe network | |
| CN109052688B (en) | Sandstone wastewater treatment method | |
| CN208660460U (en) | A kind of device of quick separating desilting particle | |
| CN106007277A (en) | Hydraulic separation method used for pipeline sludge, and system thereof | |
| CN104291469B (en) | Strengthening fine sand removes system and method | |
| CN204396456U (en) | A kind of Soil leaching repair system concentrating design concept based on decrement | |
| CN204148232U (en) | A kind of heavy-metal contaminated soil elution circuit | |
| CN109721191A (en) | A kind of sandstone building stones production wastewater treatment system | |
| CN212069909U (en) | Ultrasonic-assisted soil ex-situ leaching system based on screening | |
| CN102153213B (en) | Two-stage centrifugal desliming technology | |
| KR101431161B1 (en) | Filtering, dehydrating equipment of sand and impurities | |
| CN204022593U (en) | Crystal glass sewage treatment equipment | |
| KR101590037B1 (en) | Modularized remedation treatment system for sediments at the bottom of water and Method for it | |
| CN105999776A (en) | Sludge layer filtering and settling pond and method thereof | |
| CN208561944U (en) | A kind of earth's surface water pre-treatment means and graphene filter | |
| CN203791330U (en) | Concrete waste comprehensive processing system | |
| CN202762147U (en) | Underground coal slime water sedimentation device | |
| CN202063817U (en) | Municipal drainage pipe network sludge treatment device | |
| CN205803170U (en) | A kind of Waste Water Treatment in coal | |
| CN205893041U (en) | Hydraulic separation system of pipeline mud | |
| CN106995718A (en) | A kind of online processing unit of oil field settling tank tank bottom spoil disposal and processing method | |
| CN206396041U (en) | A kind of pipe duct sludge treating system | |
| CN204848509U (en) | Mud water processing system | |
| CN210393973U (en) | Grit building stones waste water processing system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |
|
| RJ01 | Rejection of invention patent application after publication |