CN205953705U - Washing wastewater circulation system in cement adaptation groove - Google Patents
Washing wastewater circulation system in cement adaptation groove Download PDFInfo
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- CN205953705U CN205953705U CN201620767167.5U CN201620767167U CN205953705U CN 205953705 U CN205953705 U CN 205953705U CN 201620767167 U CN201620767167 U CN 201620767167U CN 205953705 U CN205953705 U CN 205953705U
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- Prior art keywords
- adaptation groove
- tank
- cement
- cement adaptation
- water
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- Expired - Fee Related
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- 239000004568 cement Substances 0.000 title claims abstract description 65
- 230000006978 adaptation Effects 0.000 title claims abstract description 63
- 239000002351 wastewater Substances 0.000 title claims abstract description 47
- 230000004087 circulation Effects 0.000 title claims abstract description 17
- 238000005406 washing Methods 0.000 title abstract 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 91
- 238000004062 sedimentation Methods 0.000 claims abstract description 38
- 238000001914 filtration Methods 0.000 claims abstract description 25
- 239000012535 impurity Substances 0.000 claims abstract description 24
- 238000004140 cleaning Methods 0.000 claims description 25
- 229910001415 sodium ion Inorganic materials 0.000 claims description 18
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 15
- 229910052799 carbon Inorganic materials 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 9
- 238000007872 degassing Methods 0.000 claims description 3
- 238000003860 storage Methods 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 239000002245 particle Substances 0.000 abstract description 6
- 239000007787 solid Substances 0.000 abstract description 6
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 2
- 239000008187 granular material Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 6
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 3
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 3
- 239000011362 coarse particle Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000013618 particulate matter Substances 0.000 description 3
- 239000000049 pigment Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- FKNQFGJONOIPTF-UHFFFAOYSA-N Sodium cation Chemical compound [Na+] FKNQFGJONOIPTF-UHFFFAOYSA-N 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 2
- 230000017531 blood circulation Effects 0.000 description 2
- 230000008021 deposition Effects 0.000 description 2
- 239000000796 flavoring agent Substances 0.000 description 2
- 235000019634 flavors Nutrition 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- GCNLQHANGFOQKY-UHFFFAOYSA-N [C+4].[O-2].[O-2].[Ti+4] Chemical compound [C+4].[O-2].[O-2].[Ti+4] GCNLQHANGFOQKY-UHFFFAOYSA-N 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 208000015181 infectious disease Diseases 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
Abstract
The utility model discloses a washing wastewater circulation system in cement adaptation groove aims at solving the waste water treatment problem after cement adaptation groove is washd, and its technical scheme main points are including cement adaptation groove, the sedimentation tank, and clean water basin and tank, cement adaptation groove is connected and to be provided with except that granule impurity and to be used for the level filtering device of destarch, and the level filtering device is connected with the sedimentation tank, level filtering device side is connected and is provided with the mud pit, connects behind the sedimentation tank to be provided with the second grade filter equipment who is used for the dealkalize, and second grade filter equipment connects and is provided with the tertiary filter equipment who removes slight impurity, tertiary filter equipment is connected with the clean water basin, the clean water basin is provided with the suction pump, the tank is connected with the suction pump, the tank is connected with cement adaptation groove, the utility model discloses a structural design is simple, can filter and fall solid particle impurity, and the washing wastewater in effectual realization cement adaptation groove recycles, has not only reduced construction cost, can also reach the purpose of environmental protection.
Description
Technical field
This utility model is related to construction site field of waste water treatment, more specifically, it relates to a kind of cement adaptation groove
Cleaning waste water circulation system.
Background technology
Cycling utilization of wastewater is the production active procedure that the energy and its garbage are carried out with comprehensive utilization, as using water rich and influential family
Construction industry, the pressure being faced is also increasing, and the use water consumption of the realm of building construction is huge, occupies item with water
It is right that the very big construction cost of mesh, the waste to resource beyond doubt using tap water, substantial amounts of construction sewage and sanitary sewage cause
The significant wastage of water resource, it is impossible to reach green construction purpose, is related to cement mixer by cement in construction site, sandstone with
And after water stirs, the operation of next process and carrying are it will usually be placed on the mixed mud being stirred for convenience
In cement adaptation groove, after using finishing, use next time for convenience, cement adaptation groove can be carried out, useless after cleaning
Water is expelled directly out, and wastes resource, and cleans in the waste water after cement adaptation groove containing solid particle polluter and have higher
Basicity, according to general blood circulation, can not meet the processing requirement that cement adaptation groove is cleaned with waste water, accordingly, it would be desirable to design
A kind of new scheme is solving the above problems.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of cleaning of cement adaptation groove to give up
Water circulation system, realizes the cleaning waste water of cement adaptation groove is reached with the process such as removal of impurity dealkalize by arranging multiple defecators
Effect.
For achieving the above object, this utility model provides following technical scheme：A kind of cleaning waste water of cement adaptation groove
Blood circulation, including cement adaptation groove, sedimentation tank, clear water reserviors and tank, described cement adaptation groove be connected with except
Grain impurity and the first level filtering device for destarch, first level filtering device is connected with sedimentation tank, described first level filtering device
Side is connected with mud pit, is connected with the two-stage filter for dealkalize after sedimentation tank, and two-stage filter is even
Connect the three-level filter device being provided with except fine impurity, described three-level filter device is connected with clear water reserviors, described clear water reserviors setting
There is suction pump, described tank is connected with suction pump, described tank is connected with cement adaptation groove.
By present design, the cleaning waste water circulation system of cement adaptation groove, cement adaptation groove, sedimentation tank, clear water reserviors
And tank, the first level filtering device that cement adaptation groove is connected with particle-removing impurity and is used for destarch, single filter
Device is connected with sedimentation tank, and first level filtering device side is connected with mud pit, and after cleaning cement adaptation groove, waste water leads to
Cross first level filtering device, larger solid particle can be filtered out, the solid particle polluter after filtration flows in mud pit, makes stream
The waste water impurities entering sedimentation tank reduce, and are connected with the two-stage filter for dealkalize after sedimentation tank, clean cement
Contain cement composition in the waste water of adaptation groove, thus there is higher basicity, waste water can be carried out by two-stage filter
Dealkalize, makes the basicity in waste water be reduced, it is to avoid follow-up system is not resulted in the recycling of infection system, two grades
Defecator is connected with the three-level filter device except fine impurity, waste water can be removed further by three-level filter device
Fall the fine impurity containing in waste water, abnormal flavour and pigment, three-level filter device is connected with clear water reserviors, clear water reserviors are provided with and draw water
Pump, tank is connected with suction pump, and tank is connected with cement adaptation groove, can be extracted into the water in clear water reserviors by suction pump
In tank, when cement adaptation groove needs to use water, reach system circulation.
Arranging further is：Described first level filtering device includes hydrocyclone, described hydrocyclone include material feeding end,
Effluent head and sand setting end, described hydrocyclone material feeding end is connected with cement adaptation groove, and effluent head is connected with sedimentation tank, sand setting
End is connected with mud pit.
By present design, first level filtering device includes hydrocyclone, and hydrocyclone includes material feeding end, effluent head
And sand setting end, hydrocyclone material feeding end is connected with cement adaptation groove, and effluent head is connected with sedimentation tank, sand setting end and mud pit
Connect, the waste water flowing out from cement adaptation groove flows into the material feeding end of hydrocyclone, by centrifugal action, coarse particles material
Mud pit is discharged into, less particulate matter rotates to a certain extent together with being thrown to wall and rotating dope that is downward and being formed
Afterwards sedimentation tank is entered by effluent head, enter into the coarse particles material in mud pit and dope dry after can carry out secondary profit
With.
Arranging further is：Described two-stage filter includes full-automatic dealkalize softened water equipment, described full-automatic dealkalize
Softened water equipment includes H-ion exchanger, Na-ion exchanger and connects the de- of H-ion exchanger and Na-ion exchanger
Gas tower, the H-ion exchanger of described full-automatic dealkalize softened water equipment is connected with sedimentation tank, Na-ion exchanger and three-level mistake
Filter device connects.
By present design, two-stage filter includes full-automatic dealkalize softened water equipment, full-automatic dealkalize softened water
Equipment is successively by H-ion exchanger, Na-ion exchanger and the degassing tower connecting H-ion exchanger and Na-ion exchanger
Composition, H-ion exchanger is connected with sedimentation tank, and Na-ion exchanger is connected with three-level filter device, waste water initially enter hydrogen from
Sub- exchanger, removes the carbonate hardness in water and sloughs basicity, basicity is changed into carbon dioxide, and degassed tower is by titanium dioxide
Carbon is drained, and then water is entering Na-ion exchanger removing non-carbonate hardness, and the waste water after dealkalize is through water side inflow three-level
Defecator, reduces impurity content in waste water.
Arranging further is：Described three-level filter device includes active carbon filter, described active carbon filter include into
Water end (W.E.) and water side, water inlet end is connected with the Na-ion exchanger of full-automatic dealkalize softened water equipment, water side and clear water reserviors
Connect.
By present design, three-level filter device includes active carbon filter, active carbon filter include water inlet end with
And water side, water inlet end is connected with the Na-ion exchanger of full-automatic dealkalize softened water equipment, and water side is connected with clear water reserviors, leads to
The waste water crossing full-automatic dealkalize softened water equipment enters filling activated carbon inside active carbon filter, active carbon filter, permissible
Filter out the fine impurity in waste water, and waste water is eliminated the unusual smell and pigment etc., so that the water of inflow clear water reserviors is entered
One step purifies.
Arranging further is：It is provided with described sedimentation tank and is horizontally mounted groove, in described mounting groove, be provided with removable mistake
Filter screen.
By present design, it is provided with sedimentation tank and is horizontally mounted groove, in mounting groove, be provided with removable drainage screen, when
When water velocity is big, drainage screen filters to waste water, slows down water velocity and can be stabilized in sedimentation tank, the solid of filtration
Impurity, mainly on drainage screen, improves filter effect.
Arranging further is：Described drainage screen is provided with telescopic support struts, and described pole includes interior bar and outer bar, described outer
The setting of bar inwall is fluted, and interior bar outer wall is provided with projection, and projection is conflicted in groove.
By present design, drainage screen is provided with telescopic support struts, and including interior bar and outer bar, outer bar inwall is provided with recessed
Groove, interior bar outer wall is provided with projection, and projection is conflicted in groove, when the impurity of deposition in drainage screen is excessive, can directly lead to
Cross contractile pole to pull down drainage screen, the impurity of deposition is processed, improve the convenience to the cleaning of whole sedimentation tank.
Arranging further is：Described tank is provided with floodometer, arranges pond from the beginning, described storage above tank
Pond is connected with pond from the beginning.
By present design, tank is provided with floodometer, can understand water yield situation in pond, Dang Chizhong at any time
Water level higher it is not necessary to current supply is carried out to tank, when in tank, water level is relatively low, pond can be mended in time from the beginning
Water, is conducive to improving project progress.
Arranging further is：It is provided with sewer pipe, on described sewer pipe between described tank and cement adaptation groove
It is provided with control valve.
By present design, between tank and cement adaptation groove, it is provided with sewer pipe, sewer pipe is provided with control
Valve processed, when needing to clean cement adaptation groove with water, opens control valve, the water in tank is conveyed by sewer pipe
It is carried out in cement adaptation groove, when not needing to use water, control valve is closed, it is to avoid the outflow wave of water in tank
Take and cause construction inconvenience.
Compared with prior art this utility model tool has the advantage that：
First, the cleaning waste water circulation system of cement adaptation groove, including cement adaptation groove, current flow-guiding channel, one-level mistake
Filter device, sedimentation tank, two-stage filter, three-level filter device, clear water reserviors and tank, structure and simple to operate, effectively
Realize cleaning waste water removal of impurity dealkalize of cement adaptation groove etc. process, so that waste water is recycled, not only reduce be constructed into
This is moreover it is possible to realize environmental protection；
Second, drainage screen is provided with telescopic support struts, including interior bar and outer bar, the setting of outer bar inwall is fluted, outside interior bar
Wall is provided with projection, and projection is conflicted in groove, is provided with water-filtering net, it is miscellaneous that water-filtering net can filter out larger particles in sedimentation tank
Matter, when the solid particle polluter accumulation in water-filtering net is more, can directly clean out, it is to avoid in sedimentation tank, the accumulation of impurity is got over
Come more；
Third, tank is provided with floodometer, pond from the beginning is set above tank, tank is with pond from the beginning even
Connect, when in tank water shortage to provide construction to be taken, pond can feed tank in time from the beginning, it is to avoid to constructing
The problem that process brings inconvenience；
Fourth, being provided with sewer pipe between tank and cement adaptation groove, sewer pipe is provided with control valve, when need
When cleaning cement adaptation groove with water, open control valve, the water in tank is transported to cement adaptation by sewer pipe
It is carried out in groove, when not needing to use water, control valve is closed, it is to avoid in tank, the outflow of water wastes and causes
Construction inconvenience.
Brief description
Fig. 1 is the structural representation of the present embodiment；
Fig. 2 is the sedimentation tank top view of the present embodiment；
Fig. 3 is the pole cross-sectional view of the present embodiment.
In figure：1st, cement adaptation groove；2nd, first level filtering device；3rd, sedimentation tank；4th, two-stage filter；5th, three-stage filtration dress
Put；6th, clear water reserviors；7th, tank；8th, pond from the beginning；9th, mud pit；10th, mounting groove；11st, pole；12nd, outer bar；13rd, interior bar；
14th, groove；15th, drainage screen.
Specific embodiment
Below in conjunction with accompanying drawing, this utility model is described in further detail.
A kind of cleaning waste water circulation system of cement adaptation groove, as shown in Figure 1 and Figure 2 and Figure 3, including cement adaptation groove 1,
Cement adaptation groove 1 is connected with first level filtering device 2, and first level filtering device 2 includes hydrocyclone, and hydrocyclone includes being fed
End, effluent head and sand setting end, hydrocyclone material feeding end is connected with cement adaptation groove 1, and sand setting end is connected with mud pit 9, overflows
Stream end is connected with sedimentation tank 3, and sedimentation tank 3 inwall is provided with mounting groove 10, is provided with removable drainage screen 15, mistake in mounting groove 11
Filter screen 15 surrounding is provided with telescopic support struts 11, and pole 11 includes interior bar 13 and outer bar 12, and outer bar 12 inwall arranges fluted 14,
Interior bar 13 outer wall is provided with projection, and projection is conflicted in groove 14, and sedimentation tank 3 is connected with two-stage filter 4, and cascade filtration fills
Put 4 and include full-automatic dealkalize softened water equipment, full-automatic dealkalize softening equipment includes H-ion exchanger successively, sodium ion is handed over
Parallel operation and the degassing tower connecting H-ion exchanger and Na-ion exchanger, H-ion exchanger is connected with sedimentation tank 3, sodium from
Sub- exchanger is connected with three-level filter device 5, and three-level filter device 5 includes active carbon filter, active carbon filter include into
Water end (W.E.) and water side, active carbon filter water inlet end is connected with full-automatic dealkalize softened water equipment Na-ion exchanger, water outlet
End is connected with clear water reserviors 6, and clear water reserviors 6 are provided with suction pump, and suction pump is connected with tank 7, and connected mode can be fixing pipe
Road connects or removable binder connects, and tank 7 is provided with floodometer, and floodometer includes switching regulator and company
Continuous formula, by cable suspended in tank 7, tank 7 top setting pond 8 from the beginning, tank 7 is passed through with pond 8 from the beginning
Pipeline connects, and is provided with sewer pipe, sewer pipe is provided with control valve between tank 7 and cement adaptation groove 1.
The present embodiment specific work process：Waste water after cleaning cement adaptation groove 1 flows into the material feeding end of hydrocyclone, leads to
Cross under the action of the centrifugal force, coarse particles material is thrown to wall and rotated downwards and flow into through sand setting end together with the dope of formation
In mud pit 9, the particulate matter flowing into mud pit 9 can carry out secondary utilization through drying, and less particulate matter rotates to necessarily
With secondary upper bumpy flow, sedimentation tank 3 is flowed into by effluent head after degree, remove large granular impurity, it is to avoid large granular impurity is to follow-up system
System results in blockage, flow into sedimentation tank 3 waste water in the presence of drainage screen 15 retarded sedimentation on drainage screen 15, drainage screen 15 4
It is provided with telescopic support struts 11 week, when the impurity of accumulation is more, can directly shrink pole 11 and drainage screen 15 is pulled down cleaning,
Improve the convenience to the cleaning of whole sedimentation tank 3, the waste water in sedimentation tank 3 enters full-automatic dealkalize softened water equipment and carries out dealkalize
Process, in H-ion exchanger, basicity is changed into carbon dioxide, carbon dioxide is drained by degassed tower, then hand over through sodium ion
Parallel operation, removes non-carbonate hardness, reduces impurity content in waste water, makes waste water not result in corrosion after entering follow-up system, takes off
The water side through Na-ion exchanger for the waste water after alkali flows into active carbon filter, through filling activity inside active carbon filter
Charcoal, to waste water, the further removal of impurity, abnormal flavour and pigment in water, make the waste water of inflow clear water reserviors 6 be purified further, waste water
After entering clear water reserviors 6, water is extracted in tank 7 suction pump, when cement adaptation groove 1 needs cleaning, opens tank 7 and water
The control valve on sewer pipe between mud adaptation groove 1, meets and recycles, when floodometer shows water in tank 7
Position is relatively low, can provide cement adaptation groove 1 water demand by the supply of pond 8 from the beginning, when cement adaptation groove 1 does not need to use water
When, the control valve on sewer pipe is closed, it is to avoid bring inconvenience to construction.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
Field technique personnel can make to the present embodiment after reading this specification as needed does not have the modification of creative contribution, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (8)
1. the cleaning waste water circulation system of a kind of cement adaptation groove, including cement adaptation groove（1）, sedimentation tank（3）, clear water reserviors（6）
And tank（7）It is characterised in that：Described cement adaptation groove（1）It is connected with particle-removing impurity and for destarch
First level filtering device（2）, first level filtering device（2）With sedimentation tank（3）Connect, described first level filtering device（2）Side connection sets
It is equipped with mud pit（9）, sedimentation tank（3）It is connected with the two-stage filter for dealkalize（4）, two-stage filter（4）Even
Connect the three-level filter device being provided with except fine impurity（5）, described three-level filter device（5）With clear water reserviors（6）Connect, described clear
Pond（6）It is provided with suction pump, described tank（7）It is connected with suction pump, described tank（7）With cement adaptation groove（1）Even
Connect.
2. a kind of cement adaptation groove according to claim 1 cleaning waste water circulation system it is characterised in that：Described one-level
Defecator（2）Including hydrocyclone, described hydrocyclone includes material feeding end, effluent head and sand setting end, described waterpower
Cyclone material feeding end and cement adaptation groove（1）Connection, effluent head and sedimentation tank（3）Connection, sand setting end and mud pit（9）Connect.
3. a kind of cement adaptation groove according to claim 1 cleaning waste water circulation system it is characterised in that：Described two grades
Defecator（4）Including full-automatic dealkalize softened water equipment, described full-automatic dealkalize softened water equipment include H-ion exchanger,
Na-ion exchanger and the degassing tower connecting H-ion exchanger and Na-ion exchanger, described full-automatic dealkalize softened water sets
Standby H-ion exchanger and sedimentation tank（3）Connection, Na-ion exchanger and three-level filter device（5）Connect.
4. a kind of cement adaptation groove according to claim 3 cleaning waste water circulation system it is characterised in that：Described three-level
Defecator（5）Including active carbon filter, described active carbon filter includes water inlet end and water side, water inlet end with complete from
Na-ion exchanger connection, water side and the clear water reserviors of dynamic dealkalize softened water equipment（6）Connect.
5. a kind of cement adaptation groove according to claim 1 cleaning waste water circulation system it is characterised in that：Described precipitation
Pond（3）Inside it is provided with and be horizontally mounted groove（10）, described mounting groove（10）Inside it is provided with removable drainage screen（15）.
6. a kind of cement adaptation groove according to claim 5 cleaning waste water circulation system it is characterised in that：Described filtration
Net（15）It is provided with telescopic support struts（11）, described pole（11）Including interior bar（13）And outer bar（12）, described outer bar（12）Interior
Wall setting is fluted（14）, interior bar（13）Outer wall is provided with projection, and projection is conflicted in groove（14）Interior.
7. a kind of cement adaptation groove according to claim 1 cleaning waste water circulation system it is characterised in that：Described water storage
Pond（7）It is provided with floodometer, described tank（7）Top is provided with pond from the beginning（8）, described tank（7）With from the beginning
Pond（8）Connect.
8. a kind of cement adaptation groove according to claim 1 cleaning waste water circulation system it is characterised in that：Described water storage
Pond（7）With cement adaptation groove（1）Between be provided with sewer pipe, described sewer pipe is provided with control valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620767167.5U CN205953705U (en) | 2016-07-20 | 2016-07-20 | Washing wastewater circulation system in cement adaptation groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620767167.5U CN205953705U (en) | 2016-07-20 | 2016-07-20 | Washing wastewater circulation system in cement adaptation groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205953705U true CN205953705U (en) | 2017-02-15 |
Family
ID=57972096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620767167.5U Expired - Fee Related CN205953705U (en) | 2016-07-20 | 2016-07-20 | Washing wastewater circulation system in cement adaptation groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205953705U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107619130A (en) * | 2017-11-02 | 2018-01-23 | 宁波检验检疫科学技术研究院 | A kind of system for purifying waste water |
-
2016
- 2016-07-20 CN CN201620767167.5U patent/CN205953705U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107619130A (en) * | 2017-11-02 | 2018-01-23 | 宁波检验检疫科学技术研究院 | A kind of system for purifying waste water |
| CN107619130B (en) * | 2017-11-02 | 2024-02-02 | 宁波检验检疫科学技术研究院 | System for purifying wastewater |
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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: 20170215 |