CN107512842A - A kind of capillary mud-water separation filter - Google Patents
A kind of capillary mud-water separation filter Download PDFInfo
- Publication number
- CN107512842A CN107512842A CN201610435693.6A CN201610435693A CN107512842A CN 107512842 A CN107512842 A CN 107512842A CN 201610435693 A CN201610435693 A CN 201610435693A CN 107512842 A CN107512842 A CN 107512842A
- Authority
- CN
- China
- Prior art keywords
- capillary
- conduit
- mud
- water
- water separation
- 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
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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
- 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
Abstract
A kind of capillary mud-water separation filter, the filter are by hard plastic board, capillary, collect water conduit, the conduit that confluxes, drainage duct etc. and be assembled.The capillary mud-water separation filter is the phenomenon using capillary suction, water and soil suspended particulate is separated, and discharge the process of moisture.
Description
Technical field
The present invention relates to a kind of mud-water separation filter, it is particularly suitable for evaporating the seepage mud-water separation of interior bucket in soil evaporator,
Equivalent effect can be used in the fields such as environmental protection, meteorology, agricultural, road, garbage disposal carrying out mud mixture in seepage ponding
The purposes such as mud-water separation filtering, infiltration draining.
Background technology
At present, domestic is mainly that water is penetrated into pre-buried upper end by Action of Gravity Field to be equipped with the tubing of water seepage hole for seepage drainage,
Reach the purpose of draining.There is long-term fine grained soil and easily blocked on filter layer periphery in the technology, the shortcomings that causing service life short.
Capillary mud-water separation filter, is the effect that mud-water separation filtering is realized using capillarity, and capillarity is
Refer to liquid on the inside of thin tube-like object, due to the difference of cohesive force and adhesive force, the phenomenon for overcoming centrifugal force and rising.This hair
Bright patent is both to realize that mud-water separation filters using capillarity, and during the rising that absorbs water, soil particle is due to gravity
In the presence of sink, with capillary water inlet reversely and separate.This mode can effectively avoid soil clogging pipeline, can keep efficiently arranging for a long time
Water, it is particularly suitable for the discharge of pettiness infiltration.
The content of the invention
The capillary mud-water separation filter, using capillary suction principle, capillary tube top is sucked after water separation of sediment will be immersed
In the conduit in portion, conduit is fabricated with minor grade, will be along conduit slope down when filter water suction lead reaches a certain amount of
Stream, realizes the discharge of filter water.This capillary mud-water separation filter by capillary, collect water conduit, the conduit that confluxes, draining are led
Pipe, hard plastic board etc. form,
The present invention reaches above-mentioned purpose by the following technical programs：
The capillary mud-water separation filter, prepares the hard plastic board that one piece of thickness is 5mm first, above hard plastic board
The water seepage hole of 1mm sizes is from top to bottom drilled through according to the square net shape that the length of side is 10mm, hard plastic board is used as carrying
The weight of top soil, while the carrying medium for collecting water conduit and the conduit etc. that confluxes is also served as, hard plastic board is installed on soil steaming
In the mounting bracket for sending out device evaporation bottom of the barrel.Then it is that spaced and parallel installation internal diameter is 3mm external diameters as the hard of 3.5mm using 10mm
For matter nylon tube as collection water conduit, the bottom position for integrating water conduit bores aperture of the aperture as 1.5mm into longitudinal direction at interval of 3mm,
Afflux conduit bottom has all been beaten.Then using seven internal diameters as 0.3mm, external diameter is that the capillary that 0.5mm length is 5mm is
It is a branch of, this seven pipes are sticked together to form a bundle of bundle of capillary tubes.In units of this bundle capillary, load the aperture of afflux conduit
On, it is just parallel with afflux catheter diameter bottom at the top of capillary, bundle of capillary tubes has been pasted in the way of ground is vertically to.Should
Collection water conduit has 3% angle tilt from both sides to centre, and one is set in afflux catheter position in parallel afflux conduit intermediate vertical
Root confluxes conduit, and conflux catheter diameter 5mm external diameter 7mm, and the conduit that confluxes is interconnected with afflux conduit, and the conduit that confluxes is also to it
The gradient that middle one end has 3% tilts, beneficial to draining.The end that collecting pipe tilts down sets 90 ° of bent angles to be bent downwardly draining.
The method have the characteristics that：Using capillary suction principle, when liquid is on the inside of thin tube-like object, due to cohesive force with it is attached
The difference puted forth effort, overcome centrifugal force and rise, and soil particle realizes that mud-water separation filters then due to being sunk in the presence of gravity.
Brief description of the drawings
Fig. 1 is that the structure side of capillary mud-water separation filter of the present invention regards partial enlarged drawing.
Fig. 2 is the structural side view of capillary mud-water separation filter of the present invention.
Fig. 3 is that the structure of capillary mud-water separation filter of the present invention overlooks partial enlarged drawing.
Fig. 4 is the structure top view of capillary mud-water separation filter of the present invention.
Embodiment
The present invention is further described with reference to the accompanying drawings and examples.
Compares figure 1, Fig. 2 Fig. 3 and Fig. 4, capillary mud-water separation filter of the present invention by：Hard plastic board, capillary,
Collect the composition such as water conduit, the conduit that confluxes, drainage duct.
The structure and its connected mode of the capillary mud-water separation filter be：
It is introduced below by taking soil evaporator evaporation bottom of the barrel installation capillary mud-water separation filter as an example.
The hard plastic board 1 is installed on the bottom of soil evaporator evaporation interior bucket, in evaporation bottom of the barrel apart from bottom surface 10mm's
Position sets and is uniformly distributed interior bucket surrounding totally 8 support blocks, for supporting hard plastic board 1.
The capillary 4 is that seven parallel paste into a branch of are unit, and a whole beam is installed on the aperture of collection water conduit 3 bottom,
The top of capillary 4 is equal just with collecting the bottom of the internal orifice dimension of water conduit 3, and capillary is vertically to ground installation.Bundle of capillary tubes is by institute
The Kong Jun of some collection water conduits 3 bottom is installed, and is formed and is arranged with the row's bundle of capillary tubes of 4 longitudinal direction identical of collection water conduit one.
The collection water conduit 3 is fixed on hard plastic board 1, and with the parallel installation of 10mm spacing, both sides tilt down to centre
3% gradient, collection water conduit 3 are installed with the middle conduit 2 that confluxes into vertical direction, and afflux conduit 3 is to pass through with the conduit 2 that confluxes
Logical connection status.
The conduit 2 that confluxes is fixed on hard plastic board 1, is installed on the center of hard plastic board 1, is penetrated whole rigid plastics
The both ends of plate 1, it is mutually perpendicular in collection water conduit 3.Conduit 2 conflux from a place without connection drainage duct 5 to being connected with
One of drainage duct 5 tilts down 3% gradient, and conflux the vertical 90-degree bent downwards at descending slope minimum point of conduit 2, even
Run in water conduit 5.
The drainage duct 5 is installed on the interface position that the minimum point of conduit 2 is turned straight down that confluxes.
Claims (4)
1. a kind of capillary mud-water separation filter, it is characterised in that have hard plastic board, capillary, collect water conduit, conflux
Conduit, drainage duct are assembled, the hard plastic board as capillary, collect water conduit, the conduit that confluxes, drainage duct
Medium is carried, is installed on the medium bottom for needing to carry out mud-water separation filtering draining.The capillary is installed on collection water conduit bottom,
It is vertically to ground direction.The collection water conduit and the conduit that confluxes are installed on hard plastic board bottom, collection water conduit with conflux conduit into
90 ° of installations are affixed on rigid plastics ttom of pipe.The drainage duct, which is connected to, to conflux on conduit minimum point turning position.
2. capillary mud-water separation filter according to claim 1, it is characterised in that the capillary is single with more
A branch of be connected to vertically again in collection water conduit is pasted into position binding.
3. capillary mud-water separation filter according to claim 1, it is characterised in that be equipped with the hard plastic board
Many 1mm water seepage hole, realize the first time filtering of larger particles.
4. capillary mud-water separation filter according to claim 1, it is characterised in that the collection water conduit and confluxing is led
The gradients of Guan Juncheng 3% tilt down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610435693.6A CN107512842A (en) | 2016-06-17 | 2016-06-17 | A kind of capillary mud-water separation filter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610435693.6A CN107512842A (en) | 2016-06-17 | 2016-06-17 | A kind of capillary mud-water separation filter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107512842A true CN107512842A (en) | 2017-12-26 |
Family
ID=60720151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610435693.6A Pending CN107512842A (en) | 2016-06-17 | 2016-06-17 | A kind of capillary mud-water separation filter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107512842A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108249605A (en) * | 2018-01-09 | 2018-07-06 | 中冶华天工程技术有限公司 | Floated hollow billet guide anti-filter purifier |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59174777A (en) * | 1983-03-25 | 1984-10-03 | Japan Radio Co Ltd | Water draining apparatus for rain water measuring instrument |
| CN202227367U (en) * | 2011-10-10 | 2012-05-23 | 古欣 | Ground water and ground humidity removing system |
| CN102561280A (en) * | 2012-02-06 | 2012-07-11 | 古欣 | Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof |
| CN103922462A (en) * | 2014-03-21 | 2014-07-16 | 北京工业大学 | Mud and water separator used for processing sewage |
| CN203924016U (en) * | 2014-04-23 | 2014-11-05 | 中国农业科学院农田灌溉研究所 | A kind of agricultural drain system |
-
2016
- 2016-06-17 CN CN201610435693.6A patent/CN107512842A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59174777A (en) * | 1983-03-25 | 1984-10-03 | Japan Radio Co Ltd | Water draining apparatus for rain water measuring instrument |
| CN202227367U (en) * | 2011-10-10 | 2012-05-23 | 古欣 | Ground water and ground humidity removing system |
| CN102561280A (en) * | 2012-02-06 | 2012-07-11 | 古欣 | Quick drainage system utilizing capillary water permeating and draining belts and drainage method thereof |
| CN103922462A (en) * | 2014-03-21 | 2014-07-16 | 北京工业大学 | Mud and water separator used for processing sewage |
| CN203924016U (en) * | 2014-04-23 | 2014-11-05 | 中国农业科学院农田灌溉研究所 | A kind of agricultural drain system |
Non-Patent Citations (2)
| Title |
|---|
| 卜城等: "《建筑设备》", 31 May 2010, 中国建筑工业出版社 * |
| 成都气象学校: "《农业基础与农业气象》", 30 September 1961, 农业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108249605A (en) * | 2018-01-09 | 2018-07-06 | 中冶华天工程技术有限公司 | Floated hollow billet guide anti-filter purifier |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171226 |