CN204619444U - High salinity waste water flocculation sedimentation tank - Google Patents
High salinity waste water flocculation sedimentation tank Download PDFInfo
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- CN204619444U CN204619444U CN201520315434.0U CN201520315434U CN204619444U CN 204619444 U CN204619444 U CN 204619444U CN 201520315434 U CN201520315434 U CN 201520315434U CN 204619444 U CN204619444 U CN 204619444U
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- basin body
- sedimentation basin
- high salinity
- waste water
- water inlet
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Abstract
The utility model discloses a kind of high salinity waste water flocculation sedimentation tank, comprise sedimentation basin body, this sedimentation basin body is connected with water inlet pipe and outlet pipe, settling vessel is provided with in this sedimentation basin body, be provided with at the inner surface of described sedimentation basin body the corrosion layer of resistance to high salinity waste water, the material of described water inlet pipe and outlet pipe is UPVC.The remarkable result of high salinity waste water flocculation sedimentation tank of the present utility model is adopted to be, in parts such as sedimentation basin body, water inlet dividing plates, the corrosion layer of resistance to high salinity waste water is set, select the material such as UPVC, stainless steel, isolating and protecting effect is played to the intrinsic high salinity waste water of sedimentation basin, corrosion-resistant, can meet the particular surroundings of high salinity waste water medium, service life of equipment is long.
Description
Technical field
The utility model relates to flocculation sedimentation tank, is specifically related to a kind of high salinity waste water flocculation sedimentation tank.
Background technology
At present both at home and abroad process high salinity waste water is mainly based on physical-chemical process, and processing method mainly contains electrochemical process, ion-exchange, membrane separation process are several.Electrochemical process: under high salinity condition, waste water has higher electric conductivity, theoretical according to electrolysis oxidation-reduction, and during electrolysis, any reduction reaction that can obtain electronics from negative electrode can be carried out at negative electrode.Itself also may there is a series of redox reaction in organic electrolyte solution, generate water-fast material, is reduced to innocuous gas removing, thus reduces COD through precipitation (or air supporting) or direct oxidation.Ion-exchange: waste water, through cation exchange column, wherein treats that the ion of positive charge is by H
+displacement and be trapped in exchange column, then, electronegative ion in anion-exchange column by OH
-displacement, the OH displaced
-with the H in solution
+, to reach the object of desalination.Membrane separation process: utilize that film is separated the diactinic difference of compositional selecting each in mixture, the new separation technology of extraction and concentration target substance.Comprise electrodialytic membranes, microfiltration membranes, milipore filter, reverse osmosis membrane etc.
Several processing method has its inevitable shortcoming above, and the solid suspension namely in waste water can affect treatment effeciency even equipment life.Flocculation sedimentation tank processes the most economical efficient a kind of technique of solid suspension both at home and abroad at present, and the flocculation sedimentation tank of conventional water treatment process cannot meet the particular surroundings of high salinity waste water medium, for himself special requirement of flocculation sedimentation tank demand fulfillment of high salinity waste water.In order to overcome the deficiencies in the prior art, be necessary to develop the flocculation sedimentation tank meeting high salinity waste water process particular/special requirement.
Utility model content
For solving above technical problem, the utility model provides a kind of flocculation sedimentation tank being applicable to process high salinity waste water.
Technical scheme is as follows:
A kind of high salinity waste water flocculation sedimentation tank, its key is: comprise sedimentation basin body, this sedimentation basin body is connected with water inlet pipe and outlet pipe, settling vessel is provided with in this sedimentation basin body, be provided with at the inner surface of described sedimentation basin body the corrosion layer of resistance to high salinity waste water, the material of described water inlet pipe and outlet pipe is UPVC.
The remarkable result of above technical scheme is adopted to be, sedimentation basin body is intake by water inlet pipe, by outlet pipe water outlet, the corrosion layer of resistance to high salinity waste water and UPVC all can play isolating and protecting effect to high salinity waste water, corrosion-resistant, can meet the particular surroundings of high salinity waste water medium, service life of equipment is long.
Vertically be provided with in above-mentioned sedimentation basin body into water dividing plate, the lower side of this water inlet dividing plate is fixedly connected with by the pool wall of brace summer with described sedimentation basin body, two vertical sides of this water inlet dividing plate are fixedly connected with the pool wall of described sedimentation basin body respectively, described water inlet pipe and outlet pipe are connected with the described sedimentation basin body of described water inlet dividing plate both sides respectively, state on the described brace summer of settling vessel between described water inlet dividing plate and outlet pipe, described settling vessel is positioned at below the mouth of pipe of described outlet pipe, the corrosion layer of resistance to high salinity waste water is provided with on the surface of described water inlet dividing plate and brace summer.Adopt above technical scheme, the top of sedimentation basin body is divided into inhalant region and flocculation sediment district by water inlet dividing plate, intakes from inhalant region top and enters, bottom, flocculation sediment district is arrived by the bottom of sedimentation basin body, and through settling vessel to the flowing of top, flocculation sediment district, flocculation sediment is effective
Above-mentioned settling vessel is tube settler, described settling vessel comprises about two just to the support graticule mesh arranged, inclined tube filler is provided with between two described support graticule mesh, the inclined tube of this inclined tube filler and the angle of horizontal direction are 60 °, connected by stainless steel stretching screw between two described support graticule mesh, the material of described support graticule mesh is stainless steel, and the material of described inclined tube filler is PP.Adopt above technical scheme, tube settler floor space is little, is only 1/4 of rectangular sedimentation tank length, and deposition efficiency can improve 3-5 doubly, and deposition can fall into slag bucket automatically, is convenient to spoil disposal, reduces scarfing cinder labour intensity.
Above-mentioned sedimentation basin body bottom portion is funnel-form, is provided with discharge pipeline at described sedimentation basin body bottom portion, and discharge pipeline stretches out described sedimentation basin body, and the material of described discharge pipeline is UPVC.Adopt above technical scheme, funnelform bottom is convenient to collect mud, and mud is discharged by discharge pipeline, the resistance to high salinity corrosion of discharge pipeline of UPVC material, long service life.
In above-mentioned sedimentation basin body, be provided with rhone, this rhone is positioned at below the described outlet pipe mouth of pipe, and by tank support and connection between described rhone and support graticule mesh, the material of described rhone is UPVC, and the material that described tank supports is stainless steel.Adopt above technical scheme, rhone and tank support the corrosion of resistance to high salinity, long service life.
Above-mentioned water inlet pipe, between outlet pipe and sedimentation basin body, be respectively equipped with water string, at described water inlet pipe, between outlet pipe and water string, be respectively equipped with corrosion-resistant airtight and watertight padding.Adopt above technical scheme, water inlet pipe, outlet pipe, good airproof performance between water string and sedimentation basin body, corrosion-resistant.
Beneficial effect: adopt high salinity waste water flocculation sedimentation tank of the present utility model, in parts such as sedimentation basin body, water inlet dividing plates, the corrosion layer of resistance to high salinity waste water is set, select the material such as UPVC, stainless steel, isolating and protecting effect is played to the intrinsic high salinity waste water of sedimentation basin, corrosion-resistant, can meet the particular surroundings of high salinity waste water medium, service life of equipment is long.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is water inlet pipe 2, annexation schematic diagram between outlet pipe 3 and sedimentation basin body 1.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail.
As depicted in figs. 1 and 2, a kind of high salinity waste water flocculation sedimentation tank, comprise sedimentation basin body 1, this sedimentation basin body 1 is connected with water inlet pipe 2 and outlet pipe 3, settling vessel 6 is provided with in this sedimentation basin body 1, the corrosion layer of resistance to high salinity waste water is provided with at the inner surface of described sedimentation basin body 1, the material of described water inlet pipe 2 and outlet pipe 3 is UPVC, vertically be provided with in described sedimentation basin body 1 into water dividing plate 5, the lower side of this water inlet dividing plate 5 is fixedly connected with by the pool wall of brace summer 4 with described sedimentation basin body 1, two vertical sides of this water inlet dividing plate 5 are fixedly connected with the pool wall of described sedimentation basin body 1 respectively, described water inlet pipe 2 and outlet pipe 3 are connected with the described sedimentation basin body 1 of described water inlet dividing plate 5 both sides respectively, state on the described brace summer 4 of settling vessel 6 between described water inlet dividing plate 5 and outlet pipe 3, described settling vessel 6 is positioned at below the mouth of pipe of described outlet pipe 3, the corrosion layer of resistance to high salinity waste water is provided with on the surface of described water inlet dividing plate 5 and brace summer 4, described water inlet pipe 2, water string 8 is respectively equipped with between outlet pipe 3 and sedimentation basin body 1, at described water inlet pipe 2, corrosion-resistant airtight and watertight padding 9 is respectively equipped with between outlet pipe 3 and water string 8.
Described settling vessel 6 is tube settler, described settling vessel 6 comprises about two just to the support graticule mesh 61 arranged, inclined tube filler 62 is provided with between two described support graticule mesh 61, the inclined tube of this inclined tube filler 62 and the angle of horizontal direction are 60 °, connected by stainless steel stretching screw between two described support graticule mesh 61, the material of described support graticule mesh 61 is stainless steel, the material of described inclined tube filler 62 is PP, rhone 63 is provided with in described sedimentation basin body 1, this rhone 63 is positioned at below described outlet pipe 3 mouth of pipe, support 64 by tank between described rhone 63 and support graticule mesh 61 to connect, the material of described rhone 63 is UPVC, the material of described tank support 64 is stainless steel.
In funnel-form bottom described sedimentation basin body 1, bottom described sedimentation basin body 1, be provided with discharge pipeline 7, discharge pipeline 7 stretches out described sedimentation basin body 1, and the material of described discharge pipeline 7 is UPVC.
Finally it should be noted that; foregoing description is only preferred embodiment of the present utility model; those of ordinary skill in the art is under enlightenment of the present utility model; under the prerequisite without prejudice to the utility model aim and claim; can make like multiple types and representing, such conversion all falls within protection domain of the present utility model.
Claims (6)
1. a high salinity waste water flocculation sedimentation tank, it is characterized in that: comprise sedimentation basin body (1), this sedimentation basin body (1) is connected with water inlet pipe (2) and outlet pipe (3), settling vessel (6) is provided with in this sedimentation basin body (1), be provided with at the inner surface of described sedimentation basin body (1) corrosion layer of resistance to high salinity waste water, the material of described water inlet pipe (2) and outlet pipe (3) is UPVC.
2. high salinity waste water flocculation sedimentation tank according to claim 1, it is characterized in that: be vertically provided with in described sedimentation basin body (1) into water dividing plate (5), the lower side of this water inlet dividing plate (5) is fixedly connected with by the pool wall of brace summer (4) with described sedimentation basin body (1), two vertical sides of this water inlet dividing plate (5) are fixedly connected with the pool wall of described sedimentation basin body (1) respectively, described water inlet pipe (2) and outlet pipe (3) are connected with the described sedimentation basin body (1) of described water inlet dividing plate (5) both sides respectively, state on described brace summer (4) that settling vessel (6) is positioned between described water inlet dividing plate (5) and outlet pipe (3), described settling vessel (6) is positioned at below the mouth of pipe of described outlet pipe (3), the corrosion layer of resistance to high salinity waste water is provided with on the surface of described water inlet dividing plate (5) and brace summer (4).
3. high salinity waste water flocculation sedimentation tank according to claim 2, it is characterized in that: described settling vessel (6) is tube settler, described settling vessel (6) comprises about two just to the support graticule mesh (61) arranged, inclined tube filler (62) is provided with between two described support graticule mesh (61), the inclined tube of this inclined tube filler (62) and the angle of horizontal direction are 60 °, connected by stainless steel stretching screw between two described support graticule mesh (61), the material of described support graticule mesh (61) is stainless steel, the material of described inclined tube filler (62) is PP.
4. the high salinity waste water flocculation sedimentation tank according to Claims 2 or 3, it is characterized in that: described sedimentation basin body (1) bottom is in funnel-form, discharge pipeline (7) is provided with in described sedimentation basin body (1) bottom, discharge pipeline (7) stretches out described sedimentation basin body (1), and the material of described discharge pipeline (7) is UPVC.
5. high salinity waste water flocculation sedimentation tank according to claim 3, it is characterized in that: in described sedimentation basin body (1), be provided with rhone (63), this rhone (63) is positioned at below described outlet pipe (3) mouth of pipe, support (64) by tank between described rhone (63) and support graticule mesh (61) to connect, the material of described rhone (63) is UPVC, and the material that described tank supports (64) is stainless steel.
6. the high salinity waste water flocculation sedimentation tank according to claim 1,2,3 or 5, it is characterized in that: described water inlet pipe (2), between outlet pipe (3) and sedimentation basin body (1), be respectively equipped with water string (8), at described water inlet pipe (2), between outlet pipe (3) and water string (8), be respectively equipped with corrosion-resistant airtight and watertight padding (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520315434.0U CN204619444U (en) | 2015-05-15 | 2015-05-15 | High salinity waste water flocculation sedimentation tank |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520315434.0U CN204619444U (en) | 2015-05-15 | 2015-05-15 | High salinity waste water flocculation sedimentation tank |
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| CN204619444U true CN204619444U (en) | 2015-09-09 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106242171A (en) * | 2016-08-23 | 2016-12-21 | 浙江华昌纺织有限公司 | Treatment method of printing and dying wastewater |
| CN106242167A (en) * | 2016-08-23 | 2016-12-21 | 浙江华昌纺织有限公司 | Printing and dyeing wastewater treatment system |
-
2015
- 2015-05-15 CN CN201520315434.0U patent/CN204619444U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106242171A (en) * | 2016-08-23 | 2016-12-21 | 浙江华昌纺织有限公司 | Treatment method of printing and dying wastewater |
| CN106242167A (en) * | 2016-08-23 | 2016-12-21 | 浙江华昌纺织有限公司 | Printing and dyeing wastewater treatment system |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: 400020 Jiangbei District, Chongqing construction of new West Road, No. 1, No. 2, MCC building, building 14 Patentee after: CHONGQING TAIKE ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. Address before: 400020 Jiangbei District, Chongqing construction of new West Road, No. 1, No. 2, MCC building, building 14 Patentee before: Chongqing Taike Environmental Protection Engineering Equipment Co., Ltd. |