CN203540183U - Dyeing wastewater fiber treatment system - Google Patents
Dyeing wastewater fiber treatment system Download PDFInfo
- Publication number
- CN203540183U CN203540183U CN201320537913.8U CN201320537913U CN203540183U CN 203540183 U CN203540183 U CN 203540183U CN 201320537913 U CN201320537913 U CN 201320537913U CN 203540183 U CN203540183 U CN 203540183U
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- CN
- China
- Prior art keywords
- filter
- wastewater
- treatment system
- dyeing
- fiber treatment
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- 239000000835 fiber Substances 0.000 title claims abstract description 20
- 238000004043 dyeing Methods 0.000 title claims abstract description 15
- 239000002351 wastewater Substances 0.000 title abstract description 22
- 230000005540 biological transmission Effects 0.000 claims abstract description 4
- 239000010865 sewage Substances 0.000 claims description 14
- 239000002893 slag Substances 0.000 claims description 7
- 240000007594 Oryza sativa Species 0.000 claims description 2
- 235000007164 Oryza sativa Nutrition 0.000 claims description 2
- 235000009566 rice Nutrition 0.000 claims description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 229910052751 metal Inorganic materials 0.000 abstract description 4
- 239000002184 metal Substances 0.000 abstract description 4
- 239000012535 impurity Substances 0.000 abstract description 3
- 238000001914 filtration Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000000126 substance Substances 0.000 description 5
- VSCWAEJMTAWNJL-UHFFFAOYSA-K Aluminium chloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 239000000725 suspension Substances 0.000 description 4
- 238000005352 clarification Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 229920004933 Terylene® Polymers 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000005020 polyethylene terephthalate Substances 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000006004 Quartz sand Substances 0.000 description 1
- SUKJFIGYRHOWBL-UHFFFAOYSA-N Sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
Images
Abstract
The utility model relates to a wastewater treatment system, and particularly relates to a dyeing wastewater fiber treatment system which mainly solves the technical problem that wastewater treatment methods in the prior art can not carry out treatment on dyeing wastewater, and all existing treatment methods are implemented by using metal mesh filter plates, and the metal mesh filter plates are required to be drawn out by manpower so as to remove filtered impurities, and therefore, time and labor are consumed, and the production cost is high, and the like in the prior art. The dyeing wastewater fiber treatment system disclosed by the utility model comprises a wastewater pool (1), a filter (2) is arranged in the wastewater pool (1), a filter net of the filter is annularly arranged, the filter is connected with a driving device (3) through a transmission mechanism, the wastewater pool is communicated with a drainage ditch (4), an inlet of the drainage ditch is provided with an obliquely arranged guide plate (8), the inside of the filter net of the filter is communicated with a dewatering machine (6) through a channel (5), and the dewatering machine is connected with a residue receiving tank (7).
Description
Technical field
The utility model relates to a kind of sewage disposal system, especially relates to a kind of dyeing and printing sewage fiber treatment system.
Background technology
The dyeing waste water of general knit goods is owing to having some biochemical substances, and therefore at present common method of wastewater treatment is difficult to process this class waste water.Chinese patent discloses a kind of method (publication number: CN 101085695A), it comprises the steps: classification: be high-concentration waste water and low concentration wastewater two class set dresses by the classification of waste of discharge of wastewater treatment; High-concentration waste water pre-process: air supporting materialization: the high-concentration waste water of collection dress is formed to low concentration wastewater and dense suspension through air supporting materialization; Clarification layering: dense suspension forms low concentration wastewater and solid suspension liquid through clarification layering, the agent of clarification layering aggregation is aluminium chloride: press filtration: through self-pressure, press filtration is separated into low concentration wastewater and discharge mud to solid suspension liquid; PH regulates and biochemical treatment: low concentration wastewater enters PH and regulates cistern to carry out carrying out routine biochemistry processing after conventional PH adjusting again, be separated into elementary discharge water and activated sludge, through self-pressure, press filtration is separated into discharge mud and press filtration waste water to activated sludge, and press filtration waste water returns into PH and regulates cistern to process again; Chemical treatment: elementary discharge water forms level discharge water eventually through dosing still, reactor, water purification still, and the chemical treatment medicament that dosing still adds is clorox or aluminium chloride; Dosing still in chemical treatment is equipped with heater, and heat form can be solar energy, steam or electrical heating.Reactor in chemical treatment can be 4 compositions, increases and filter still between reactor and water purification still, and filtering still can be 2, and filter packing is cobble, quartz sand and active carbon; Self-pressure press filtration is that activated sludge is poured in woven bag, by the activated sludge press filtration of conducting oneself with dignity, waste water filter is extruded to woven bag is formed discharge mud outward.But this method of wastewater treatment cannot be processed dyeing waste water, and existing processing method is all by metal mesh filter plate, need to manually pull out and remove the impurity that these filter out, to waste time and energy, production cost is higher.
Utility model content
The utility model is to provide a kind of dyeing and printing sewage fiber treatment system, it is mainly to solve the existing method of wastewater treatment of prior art cannot process dyeing waste water, and existing processing method is all by metal mesh filter plate, need to manually pull out and remove the impurity that these filter out, waste time and energy, the technical problem that production cost is more high.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
Dyeing and printing sewage fiber treatment system of the present utility model, comprise cesspool, in described cesspool, be provided with filter, the filter screen of filter is annular setting, filter is connected with drive unit by transmission mechanism, and cesspool is communicated with gutter, and the porch in gutter is provided with the deflector of oblique setting, there is dewaterer the filter screen inside of filter by channel connection, and dewaterer connects slag chute.The filter screen of filter is rotated, when the sewage of cesspool is passed into filter screen place, sewage can reach gutter by filter screen and locate, and the fibers such as terylene short fiber can be attached on filter screen, by the filter screen rotating, take passage top to, fiber just can drop on passage, thereby be transported to dewaterer place, dewaters, and is finally sent to and connects slag chute.Whole flow process is without manual operation, comparatively simple.
As preferably, the order number of the filter screen of described filter is 30-50 order, and diameter is 1-2 rice.Can make like this water pass through, can hold back again the fiber that needs filtration.
As preferably, described passage is obliquely installed to dewaterer direction, can make like this fiber automatic conveying filtering out to dewaterer place.
Therefore, the filter screen of the utility model utilization rotation, can fall the fiber filter in sewage automatically, and automatic conveying to dewaterer, connect slag chute, without manual operation, time saving and energy saving, production cost is lower, simple and reasonable for structure.
Accompanying drawing explanation
Accompanying drawing 1 is a kind of structural representation of the present utility model;
Accompanying drawing 2 is A-A cross-sectional view of Fig. 1;
Accompanying drawing 3 is that the B of Fig. 2 is to structural representation.
Parts, position and numbering in figure: cesspool 1, filter 2, drive unit 3, gutter 4, passage 5, dewaterer 6, connect slag chute 7, deflector 8.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: the dyeing and printing sewage fiber treatment system that this is routine, Fig. 3 as shown in Figure 1, Figure 2,, comprise cesspool 1, be provided with filter 2 in cesspool, the filter screen of filter is annular setting, filter is connected with drive unit 3 by transmission mechanism, cesspool is communicated with gutter 4, and the porch in gutter is provided with the deflector 8 of oblique setting, and the filter screen inside of filter is communicated with dewaterer 6 by passage 5, passage is obliquely installed to dewaterer direction, and dewaterer connects slag chute 7.The order number of the filter screen of filter is 40 orders, and diameter is 1.2 meters.
During use, the filter screen of filter 2 is rotated, when the sewage of cesspool 1 is passed into filter screen place, sewage can reach 4 places, gutter by filter screen, and the fibers such as terylene short fiber can be attached on filter screen, by the filter screen rotating, take passage 5 tops to, fiber just can drop on passage, thereby be transported to dewaterer 6 places, dewater, be finally sent to and connect slag chute 7.
The foregoing is only specific embodiment of the utility model, but architectural feature of the present utility model is not limited to this, any those skilled in the art is in field of the present utility model, and the variation of doing or modification are all encompassed among the scope of the claims of the present utility model.
Claims (3)
1. a dyeing and printing sewage fiber treatment system, comprise cesspool (1), it is characterized in that being provided with filter (2) in described cesspool (1), the filter screen of filter is annular setting, filter is connected with drive unit (3) by transmission mechanism, and cesspool is communicated with gutter (4), and the porch in gutter is provided with the deflector of oblique setting (8), the filter screen inside of filter is communicated with dewaterer (6) by passage (5), and dewaterer connects slag chute (7).
2. dyeing and printing sewage fiber treatment system according to claim 1, is characterized in that the order number of the filter screen of described filter (2) is 30-50 order, and diameter is 1-2 rice.
3. dyeing and printing sewage fiber treatment system according to claim 1 and 2, is characterized in that described passage (5) is obliquely installed to dewaterer (6) direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320537913.8U CN203540183U (en) | 2013-09-02 | 2013-09-02 | Dyeing wastewater fiber treatment system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320537913.8U CN203540183U (en) | 2013-09-02 | 2013-09-02 | Dyeing wastewater fiber treatment system |
Publications (1)
Publication Number | Publication Date |
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CN203540183U true CN203540183U (en) | 2014-04-16 |
Family
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Family Applications (1)
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CN201320537913.8U Active CN203540183U (en) | 2013-09-02 | 2013-09-02 | Dyeing wastewater fiber treatment system |
Country Status (1)
Country | Link |
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CN (1) | CN203540183U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109437432A (en) * | 2019-01-04 | 2019-03-08 | 杭州欣元印染有限公司 | A kind of method of printing-dying wastewater recycling system and fabric printing |
CN114191867A (en) * | 2021-11-23 | 2022-03-18 | 浙江求寔新材料股份有限公司 | Printing and dyeing wastewater treatment device |
-
2013
- 2013-09-02 CN CN201320537913.8U patent/CN203540183U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109437432A (en) * | 2019-01-04 | 2019-03-08 | 杭州欣元印染有限公司 | A kind of method of printing-dying wastewater recycling system and fabric printing |
CN114191867A (en) * | 2021-11-23 | 2022-03-18 | 浙江求寔新材料股份有限公司 | Printing and dyeing wastewater treatment device |
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