CN203845883U - Textile wastewater coagulation inclined pipe combined settling pond - Google Patents
Textile wastewater coagulation inclined pipe combined settling pond Download PDFInfo
- Publication number
- CN203845883U CN203845883U CN201420108741.7U CN201420108741U CN203845883U CN 203845883 U CN203845883 U CN 203845883U CN 201420108741 U CN201420108741 U CN 201420108741U CN 203845883 U CN203845883 U CN 203845883U
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- China
- Prior art keywords
- settling
- area
- district
- reaction zone
- fixed
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- Expired - Fee Related
Links
- 230000015271 coagulation Effects 0.000 title claims abstract description 13
- 238000005345 coagulation Methods 0.000 title claims abstract description 13
- 239000010918 textile wastewater Substances 0.000 title abstract 2
- 238000006243 chemical reaction Methods 0.000 claims abstract description 64
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 239000010802 sludge Substances 0.000 claims abstract description 15
- 239000003814 drug Substances 0.000 claims abstract description 13
- 239000002351 wastewater Substances 0.000 claims abstract description 8
- 238000002156 mixing Methods 0.000 claims description 18
- 239000010784 textile waste Substances 0.000 claims description 17
- 230000000630 rising Effects 0.000 claims description 13
- 239000000945 filler Substances 0.000 claims description 7
- 238000001914 filtration Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 229940079593 drugs Drugs 0.000 abstract 2
- 238000007789 sealing Methods 0.000 abstract 1
- 239000000203 mixture Substances 0.000 description 10
- 238000005189 flocculation Methods 0.000 description 5
- 230000016615 flocculation Effects 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000004753 textile Substances 0.000 description 2
- BVKZGUZCCUSVTD-UHFFFAOYSA-N Carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 description 1
- 230000035507 absorption Effects 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000000975 dye Substances 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001603 reducing Effects 0.000 description 1
- 238000006722 reduction reaction Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000011780 sodium chloride Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Abstract
The utility model discloses a textile wastewater coagulation inclined pipe combined settling pond, which comprises a reaction area and a settling area, wherein a sealing cover is arranged above the reaction area and the settling area, the reaction area comprises a mixed reaction area and a plug flow reaction area, a wastewater inlet pipe and a medicine feed pipe are arranged above the mixed reaction area, a clapboard I is fixed between the mixed reaction area and the plug flow reaction area, the bottoms of which are communicated, the mixed reaction area is internally provided with a mixed stirrer, the plug flow reaction area is internally provided with a plug flow stirrer, the settling area comprises a clear water area, an inclined pipe settling area, and a sludge settling area from top to bottom, a clapboard II and a clapboard III are fixed between the settling area and the reaction area, the clapboard II is a through hole clapboard, a space is reserved between the lower end surface of the clapboard III and the bottom of the settling area, the clear water area is provided with a water outlet pipe, and a mud pipe is arranged at the bottom of the sludge settling area. Due to the arrangement of the mixed reaction area and the plug flow reaction area, the medicines in the reaction areas are fully dissolved, and the use ratio of the medicines is improved; due to the arrangement of the through hole clapboard and the inclined pipe settling area, the settling effect is improved, and the treatment efficiency is improved.
Description
technical field:
The utility model relates to textile waste process field, particularly a kind of textile waste coagulation inclined tube combination settling tank.
background technology:
Textile printing and dyeing industry is industrial sewage discharge rich and influential family, mainly contains various slurries additional in dirt, grease, salt and the course of processing on textile fibres, dyestuff, tensio-active agent, auxiliary agent, soda acid etc. in sewage.The feature of textile waste is that organic concentration is high, complicated component, colourity are dark and changeable, and pH changes greatly, and water quantity and quality changes greatly, belongs to difficult trade effluent.For the advanced treatment of this class waste water, conventionally adopt flocculation, absorption, reduction, oxidation and combination process thereof.
utility model content:
The utility model provides a kind of textile waste coagulation inclined tube combination settling tank, carries out textile waste processing, have that investment cost is low, equipment takes up an area less, processing capacity is large, etc. advantage.
Technology solution of the present utility model is as follows: a kind of textile waste coagulation inclined tube combination settling tank, comprise reaction zone and settling section, described reaction zone and settling section are provided with capping, described reaction zone comprises hybrid reaction district and plug-flow reaction zone, top, described hybrid reaction district is provided with wastewater inlet pipe and medicament delivery pipe, between described hybrid reaction district and plug-flow reaction zone, be fixed with dividing plate I, described hybrid reaction district and bottom, plug-flow reaction zone connect, described hybrid reaction is provided with mixing and blending machine in district, and described plug-flow is provided with pushing flow mixer in reaction zone; Described settling section comprises clear water zone, tube settling district, sludge settling district from top to bottom, between described settling section and reaction zone, be fixed with dividing plate II and dividing plate III, described dividing plate II adopts Perforated clapboard, between described dividing plate III lower surface and bottom, sludge settling district, leave space, described clear water zone is provided with rising pipe, and bottom, described sludge settling district is provided with shore pipe.
Further, described mixing and blending machine comprises motor, vertical shaft, impeller, and described motor is fixed in capping, and described vertical shaft top is connected with motor, and vertical shaft bottom is connected with impeller.Mixing and blending machine makes textile waste and medicament by stirring short mix cohesion.
Further, described pushing flow mixer comprises diving mixer, turning-bar and bracing frame, and described diving mixer and turning-bar are hinged, described turning-bar adjustable length, and turning-bar upper end and bracing frame are fixed, and support frame as described above is fixed in capping.Pushing flow mixer makes waste water and medicament complete flocculation reaction at a slow speed, and evenly by Perforated clapboard, does not destroy the flocs unit having formed.
Further, described tube settling district is equipped with inclined tube filler, and described rising pipe is positioned at inclined tube filler top, and described rising pipe water inlet is fixed with filtering net.Tube settling, has promoted sedimentation effect, and effluent quality is good, and rising pipe water inlet arranges filtering net and tackles a small amount of suspension flocs unit that may exist.
Further, bottom, described sludge settling district is fixed with bucket, and described shore pipe is fixed on described bucket below.
The beneficial effects of the utility model are: make textile waste and medicament by stirring short mix cohesion by hybrid reaction district is set, complete flocculation reaction at a slow speed by plug-flow reaction zone again, and push to settling section, after tube settling, forming clear water layer and sludge blanket has respectively rising pipe and shore pipe to discharge, reaction zone medicament fully dissolves, medicament utilization ratio improves, Perforated clapboard is set, do not destroy the flocs unit having formed, inclined tube is arranged in settling region, promoted sedimentation effect, effluent quality is good, and processing efficiency improves.
brief description of the drawings:
Fig. 1 is the utility model structural representation;
In figure: 1, reaction zone; 2, settling section; 3, capping; 4, hybrid reaction district; 5, plug-flow reaction zone; 6, wastewater inlet pipe; 7, medicament delivery pipe; 8, dividing plate I; 9, mixing and blending machine; 10, pushing flow mixer; 11, clear water zone; 12, tube settling district; 13, sludge settling district; 14, dividing plate II; 15, dividing plate III; 16, rising pipe; 17, shore pipe; 18, motor; 19, vertical shaft; 20, impeller; 21, diving mixer; 22, turning-bar; 23, bracing frame; 24, inclined tube filler; 25, bucket.
embodiment:
1 pair of a kind of textile waste coagulation of the utility model inclined tube combination settling tank, is described further by reference to the accompanying drawings.
A kind of textile waste coagulation inclined tube combination settling tank of the present utility model, comprise reaction zone 1 and settling section 2, described reaction zone 1 and settling section 2 are provided with capping 3, described reaction zone 1 comprises hybrid reaction district 4 and plug-flow reaction zone 5,4 tops, described hybrid reaction district are provided with wastewater inlet pipe 6 and medicament delivery pipe 7, between described hybrid reaction district 4 and plug-flow reaction zone 5, be fixed with dividing plate I 8, described hybrid reaction district 4 connects with 5 bottoms, plug-flow reaction zone, in described hybrid reaction district 4, be provided with mixing and blending machine 9, described plug-flow is provided with pushing flow mixer 10 in reaction zone; Described settling section 2 comprises clear water zone 11, tube settling district 12, sludge settling district 13 from top to bottom, between described settling section 2 and reaction zone 1, be fixed with dividing plate II 14 and dividing plate III 15, described dividing plate II 14 adopts Perforated clapboard, between described dividing plate III 15 lower surfaces and 2 bottoms, settling section, leave space, described clear water zone 11 is provided with rising pipe 16, and 13 bottoms, described sludge settling district are provided with shore pipe 17.
Mixing and blending machine 9 comprises motor 18, vertical shaft 19, impeller 20, and described motor 18 is fixed in capping 3, and described vertical shaft 19 tops are connected with motor 18, and vertical shaft 19 bottoms are connected with impeller 20.
Pushing flow mixer 10 comprises diving mixer 21, turning-bar 22 and bracing frame 23, and described diving mixer 21 is hinged with turning-bar 22, described turning-bar 22 adjustable lengths, turning-bar 22 upper ends and bracing frame 23 are fixing, and support frame as described above 23 is fixed in capping 3.
Tube settling district 12 is equipped with inclined tube filler 24, and described rising pipe 16 is positioned at inclined tube filler 24 tops, and rising pipe 16 water inlets are fixed with filtering net.
13 bottoms, sludge settling district are fixed with bucket 25, and described shore pipe 17 is fixed on described bucket 25 belows.
Principle of work of the present utility model is: textile waste and flocculation agent enter hybrid reaction district 4 by wastewater inlet pipe 6 and medicament delivery pipe 7, by mixing and blending machine 9 short mix cohesions, enter plug-flow reaction zone 5 and complete flocculation reaction at a slow speed by pushing flow mixer 10, and evenly pass through Perforated clapboard, do not destroy the flocs unit having formed, current form clear water floor and sludge blanket through the precipitation in settling section 2 and tube settling district 12, discharge respectively by rising pipe 16 and shore pipe 17.
The foregoing is only preferred embodiment of the present utility model, those of ordinary skill in the art are not making the every other embodiment obtaining under creative work prerequisite, all should belong to the scope of the utility model protection.
Claims (5)
1. a textile waste coagulation inclined tube combination settling tank, comprise reaction zone (1) and settling section (2), described reaction zone (1) and settling section (2) are provided with capping (3), it is characterized in that: described reaction zone (1) comprises hybrid reaction district (4) and plug-flow reaction zone (5), top, described hybrid reaction district (4) is provided with wastewater inlet pipe (6) and medicament delivery pipe (7), between described hybrid reaction district (4) and plug-flow reaction zone (5), be fixed with dividing plate I (8), described hybrid reaction district (4) connects with bottom, plug-flow reaction zone (5), in described hybrid reaction district (4), be provided with mixing and blending machine (9), in described plug-flow reaction zone, be provided with pushing flow mixer (10), described settling section (2) comprises clear water zone (11), tube settling district (12), sludge settling district (13) from top to bottom, between described settling section (2) and reaction zone (1), be fixed with dividing plate II (14) and dividing plate III (15), described dividing plate II (14) adopts Perforated clapboard, between described dividing plate III (15) lower surface and settling section (2) bottom, leave space, described clear water zone (11) is provided with rising pipe (16), and bottom, described sludge settling district (13) is provided with shore pipe (17).
2. a kind of textile waste coagulation inclined tube combination settling tank according to claim 1, it is characterized in that: described mixing and blending machine (9) comprises motor (18), vertical shaft (19), impeller (20), described motor (18) is fixed in capping (3), described vertical shaft (19) top is connected with motor (18), and vertical shaft (19) bottom is connected with impeller (20).
3. a kind of textile waste coagulation inclined tube combination settling tank according to claim 1, it is characterized in that: described pushing flow mixer (10) comprises diving mixer (21), turning-bar (22) and bracing frame (23), described diving mixer (21) is hinged with turning-bar (22), described turning-bar (22) adjustable length, turning-bar (22) upper end and bracing frame (23) are fixing, and support frame as described above (23) is fixed in capping (3).
4. a kind of textile waste coagulation inclined tube combination settling tank according to claim 1, it is characterized in that: described tube settling district (12) is equipped with inclined tube filler (24), described rising pipe (16) is positioned at inclined tube filler (24) top, and described rising pipe (16) water inlet is fixed with filtering net.
5. a kind of textile waste coagulation inclined tube combination settling tank according to claim 1, is characterized in that: bottom, described sludge settling district (13) is fixed with bucket (25), and described shore pipe (17) is fixed on described bucket (25) below.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420108741.7U CN203845883U (en) | 2014-03-12 | 2014-03-12 | Textile wastewater coagulation inclined pipe combined settling pond |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420108741.7U CN203845883U (en) | 2014-03-12 | 2014-03-12 | Textile wastewater coagulation inclined pipe combined settling pond |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203845883U true CN203845883U (en) | 2014-09-24 |
Family
ID=51558922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420108741.7U Expired - Fee Related CN203845883U (en) | 2014-03-12 | 2014-03-12 | Textile wastewater coagulation inclined pipe combined settling pond |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203845883U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104787866A (en) * | 2015-04-02 | 2015-07-22 | 珠海克林格林环保设备制造有限公司 | Water circulation treatment system for wet electric dust collector |
| CN106499042A (en) * | 2016-11-24 | 2017-03-15 | 西安工程大学 | A kind of rainwater-collecting recycling and processing equipment |
| CN108996644A (en) * | 2018-09-19 | 2018-12-14 | 杨心亭 | A kind of sewage treatment spreads flocculant equipment with pond |
-
2014
- 2014-03-12 CN CN201420108741.7U patent/CN203845883U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104787866A (en) * | 2015-04-02 | 2015-07-22 | 珠海克林格林环保设备制造有限公司 | Water circulation treatment system for wet electric dust collector |
| CN106499042A (en) * | 2016-11-24 | 2017-03-15 | 西安工程大学 | A kind of rainwater-collecting recycling and processing equipment |
| CN108996644A (en) * | 2018-09-19 | 2018-12-14 | 杨心亭 | A kind of sewage treatment spreads flocculant equipment with pond |
| CN108996644B (en) * | 2018-09-19 | 2021-07-20 | 宜兴市中发水处理环保设备有限公司 | Equipment for dispersing flocculating agent in water pool for sewage treatment |
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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: 20140924 Termination date: 20180312 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |