CN2825623Y - waste water treatment device - Google Patents
waste water treatment device Download PDFInfo
- Publication number
- CN2825623Y CN2825623Y CN 200520019722 CN200520019722U CN2825623Y CN 2825623 Y CN2825623 Y CN 2825623Y CN 200520019722 CN200520019722 CN 200520019722 CN 200520019722 U CN200520019722 U CN 200520019722U CN 2825623 Y CN2825623 Y CN 2825623Y
- Authority
- CN
- China
- Prior art keywords
- reaction tank
- waste water
- tank
- settling tank
- wastewater treatment
- 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.)
- Expired - Lifetime
Links
- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 16
- 238000006243 chemical reaction Methods 0.000 claims abstract description 55
- 239000000126 substance Substances 0.000 claims abstract description 34
- 239000002351 wastewater Substances 0.000 claims abstract description 30
- 239000002245 particle Substances 0.000 claims abstract description 21
- 239000007788 liquid Substances 0.000 claims abstract description 16
- 238000003756 stirring Methods 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000003814 drug Substances 0.000 claims abstract description 8
- 238000005345 coagulation Methods 0.000 claims description 14
- 230000015271 coagulation Effects 0.000 claims description 14
- 239000002244 precipitate Substances 0.000 claims description 4
- 230000008676 import Effects 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000004062 sedimentation Methods 0.000 abstract 5
- 230000001112 coagulating effect Effects 0.000 abstract 1
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000000926 separation method Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 5
- 239000010865 sewage Substances 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 238000005189 flocculation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011259 mixed solution Substances 0.000 description 2
- 208000004350 Strabismus Diseases 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a waste water treatment device, be arranged in chemistry to coagulate technical treatment waste water, chemical liquid medicine pump in throwing medicine jar (1) will be thrown in medicine pump (4) and go into reaction tank (2), agitator (5) are stirred and are coagulated to the chemical liquid medicine in reaction tank (2) and carry the waste water in reaction tank (2) by the customer, water after stirring and coagulating is carried out the sedimentation separation in leading-in sedimentation tank (3), the waste water of having handled is derived from sedimentation tank (3) top, silt is outside automatic valve (6) discharge system opened from sedimentation tank (3) below, above-mentioned each part component can be spliced integratively, all be loaded on a layer board, can be moved and drag to the place of working, can the operation immediately, wherein, reaction tank (2) and sedimentation tank (3) design as an organic whole. In the particle collection chamber (3-1) of the device, a helical guide (3-2) in the form of an inclined plate is provided. The device has simple structure and convenient use, and can treat various types of waste water. The treated water can reach the environmental protection standard.
Description
Technical field
The utility model relates to sewage treatment area, particularly relates to the integrated reacting pond of this waste disposal plant and the design of settling tank.
Background technology
Sewage in the world and wastewater treatment equipment have a lot, the treatment system that comprises the sewage and the waste water of some factories, the resident living Sewage treatment systems in living quarters or the like, but also do not use chemical coagulation technology and integrated reaction tank and the design of spiral inclined-plate clarifying basin to handle the independent processing system of waste water at present.
The utility model content
Therefore, the purpose of this utility model is to provide a kind of chemical coagulation technology and integrated reaction tank and the design of spiral inclined-plate clarifying basin used to handle the independent processing device of waste water, and this device is convenient to move, and weight is little, simple in structure, the waste water of handling can reach predetermined technical indicator.
The purpose of this utility model is achieved in that promptly provides a kind of wastewater treatment equipment, is used for chemical coagulation technical finesse waste water, and this wastewater treatment equipment comprises: one group of dispensing cylinder; Reaction tank; Be provided with the settling tank of particle collecting cells, be used for the water behind stirring and the coagulation is carried out precipitate and separate, the top of this settling tank is provided with the water outlet that the waste water of having handled just can be derived from it, is provided with row's silt hole in the bottom of this settling tank; Chemical liquid in one group of cylinder of will offeing medicine pumps into the chemicals feed pump of reaction tank; Can be delivered to that waste water in the reaction tank stirs and the agitator of coagulation to the chemical liquid in the reaction tank with by the client, be located in this reaction tank; Automatic valve, the row who is located at this settling tank place, hole of becoming silted up, be used for mud is discharged from this automatic valve, wherein, all splice above-mentioned dispensing cylinder, reaction tank, settling tank, chemicals feed pump, agitator and automatic valve integrated and all be loaded on the supporting plate, wherein this reaction tank is installed on the middle part of this wastewater treatment equipment, and settling tank around this reaction tank arrange and at this reaction tank peripheral and below, to realize incorporate design.
Furtherly, device of the present utility model is to have adopted chemical coagulation technical finesse waste water, mainly include one group of dispensing cylinder, reaction tank, be provided with the settling tank of particle collecting cells, one group of chemicals feed pump, agitator, automatic valve, wherein, the chemical liquid that chemicals feed pump will be offerd medicine in the cylinder pumps into reaction tank, agitator stirs and coagulation to the chemical liquid in the reaction tank with by elementary precipitation of client and the waste water that is delivered in the reaction tank, stir and coagulation after water be imported into and carry out precipitate and separate in the settling tank, the waste water of having handled is derived from the settling tank top, mud is outside the automatic valve discharge system of settling tank below through opening, above-mentioned each component pieces of this device can be spliced integrated, all is loaded on the supporting plate, can be moved and be dragged to the work point, immediately can operation, wherein, reaction tank is installed on the middle part of complete assembly, and settling tank is arranged in its periphery and below around reaction tank, with reaction tank be concentricity, to realize incorporate design.
Device volume of the present utility model is little, and is in light weight, and working load is big, can move at any time as independent system, and water treatment effect is good.
Description of drawings
Fig. 1 utilizes chemical coagulation technology and integrated reaction tank and the design of the spiral inclined-plate clarifying basin formation explanatory view with the independent processing system of processing waste water for the utility model;
Fig. 2 is the front schematic view of the utility model wastewater treatment equipment;
Fig. 3 is the schematic top plan view of Fig. 2.
Concrete implementation content
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Consult Fig. 1, Fig. 1 is that the utility model utilizes chemical coagulation technology and integrated reaction tank and the design of the spiral inclined-plate clarifying basin formation explanatory view with the independent processing system of processing waste water, the part that with dashed lines surrounds among the figure is to belong to the component part that topic is stated system, other parts are the parts by customer rs responsibility, topic is stated system and is included dispensing cylinder (1), integrated reacting pond (2) and settling tank (3), and chemicals feed pump (4), agitator (5), in the lower part outlet pipeline of settling tank (3), also be provided with automatic valve (6), need include tank (7), transferpump (8), and silt basin (9) by the part that the client cooperates.Wherein, chemicals feed pump (4) will be offerd medicine spray pump in the cylinder (1) to reaction tank (2), and agitator (5) is arranged in the reaction tank (2), and reaction tank (2) treated water flows in the settling tank (3).
This novel wastewater treatment process is as follows, waste water is introduced into earlier by in the tank of customer rs responsibility (7), transferpump (8) is set in the tank (7), transferpump (8) is delivered to the waste water in the pond and inscribes in the reaction tank of stating in the system (2), at this moment, chemicals feed pump (4) pumps into chemical liquid in the reaction tank (2) of native system in dispensing cylinder (1), waste water in making chemical liquid and being pumped into reaction tank (2) by transferpump (8) mixes mutually, agitator (5) stirs mixed solution, make chemical liquid fully with waste water mutually uniform mixing and and waste water in particulate matter play flocculation reaction, form enough big particle and sink to becoming mud, the waste water of mixed chemical liquid is imported into settling tank (3) from reaction tank (2) bottom and precipitates in the reaction tank (2), because the flocculation reaction of chemical liquid, the size particles of the suspension in the waste water, the overwhelming majority is agglutinated into the agglomerate particle of larger particles, will sink to the bottom of settling tank (3), become mud, the clear liquid of topmost is flowed out by settling tank (3) top open part as the waste water of having handled derives, transfer to customer rs responsibility discharging or Recycling, mud in settling tank (3) bottom can be stated system by automatic valve (6) discharge topic, enter in the prearranged silt basin (9), so that these mud are handled again.
Be provided with a particle collecting cells (3-1) on the top of settling tank (3); mixed chemical liquid in the reaction tank (2) and gather into particulate waste water and can beyond the circumference of reaction tank (2) bottom, import settling tank (3); the agglomerate particle that is agglutinated into larger particles will sink to the bottom of settling tank (3), and can be imported into particle collecting cells (3-1) by clarified wastewater and lighter particle and derive from open top.Be provided with spiral guide (3-2) in the particle collecting cells (3-1); This spiral guide has very big surperficial contact area, can make to fail to form the surface that bigger suspended particles can rest on spiral guide in the chemical coagulation process, treats that particle gathers the bottom that can slowly run underneath to settling tank behind the certain volume.This can reduce the volume of settling tank (3) just because of the setting of particle collecting cells (3-1) and spiral guide (3-2) greatly, but amount of decrease as many as 90%.
Spiral guide (3-2) can be made of one group of concentric spiral swash plate or inclined tube.
Consult Fig. 2 and Fig. 3, Fig. 2 is the front schematic view of waste water independent processing device of the present utility model, Fig. 3 is the schematic top plan view of Fig. 2, there is shown the utility model device is an integrated system, total system forms by aforesaid each several part " splicing ", can be used as a device is got up by frame and is placed on to transport to different building site operations on the trailer plate of a trailer, reaction tank (2) is installed on the middle part of complete assembly, and settling tank (3) is arranged in its periphery and bottom around reaction tank (2), with reaction tank (2) be concentricity, to realize incorporate design.Illustrated among Fig. 2, reaction tank (2) is arranged on the middle part of supporting plate, agitator (5) is arranged on the top of reaction tank (2), drive places the blade of the stirring usefulness of reaction tank (2) below, stir operation, settling tank (3) bottom coning, and is conical to the middle squint in bottom, passage in settling tank (3) the bottom row of being provided with silt hole makes sedimentary mud outside discharge system here.Whole device is set on the supporting plate, is convenient to move.On supporting plate plate face, placed dispensing cylinder (1).Chemicals feed pump (4) is placed on to be thrown in dispensing cylinder (1) end face appropriate location.Chemicals feed pump (4) can pump into the chemical liquid in the dispensing cylinder in the reaction tank (2), reaction tank (2) is set at a high position, be conveniently the mixed solution in the reaction tank (2) to be sent in the settling tank (3), particle collecting cells (3-1) and spiral guide (3-2) are on the top of settling tank (3).
The Outside Dimensions of the utility model device can be, diameter D is 1.7 to 2.5 meters, and high H is 2.5 to 4.0 meters.
Claims (4)
1. a wastewater treatment equipment is used for chemical coagulation technical finesse waste water, and this wastewater treatment equipment comprises: one group of dispensing cylinder; Reaction tank; Be provided with the settling tank of particle collecting cells, be used for the water behind stirring and the coagulation is carried out precipitate and separate, the top of this settling tank is provided with the water outlet that the waste water of having handled just can be derived from it, is provided with row's silt hole in the bottom of this settling tank; Chemical liquid in one group of cylinder of will offeing medicine pumps into the chemicals feed pump of reaction tank; Can be delivered to that waste water in the reaction tank stirs and the agitator of coagulation to the chemical liquid in the reaction tank with by the client, be located in this reaction tank; Automatic valve, the row who is located at this settling tank place, hole of becoming silted up, be used for mud is discharged from this automatic valve, it is characterized in that, all splice above-mentioned dispensing cylinder (1), reaction tank (2), settling tank (3), chemicals feed pump (4), agitator (5) and automatic valve (6) integrated and all be loaded on the supporting plate, wherein this reaction tank (2) is installed on the middle part of this wastewater treatment equipment, and settling tank (3) is around this reaction tank (2) layout and in this reaction tank (2) periphery and below, to realize incorporate design.
2. wastewater treatment equipment as claimed in claim 1, it is characterized in that, this particle collecting cells (3-1) is arranged on the top of settling tank (3), be provided with spiral guide (3-2) in this particle collecting cells (3-1) so that from the spiral guide (3-2) of water in particle collecting cells (3-1) that this reaction tank (2) imports settlement action.
3. wastewater treatment equipment as claimed in claim 2 is characterized in that, described spiral guide is one group of spiral swash plate or inclined tube.
4. wastewater treatment equipment as claimed in claim 1 is characterized in that, the peripheral diameter D of this wastewater treatment equipment is 1.7 meters to 2.5 meters, and high H is 2.5 meters to 4.0 meters.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HK05103035.6 | 2005-04-11 | ||
HK05103035A HK1081070A2 (en) | 2005-04-11 | 2005-04-11 | Independent treatment system employing an integrated treatment tank and a sedimentation tank |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2825623Y true CN2825623Y (en) | 2006-10-11 |
Family
ID=36441360
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200520019722 Expired - Lifetime CN2825623Y (en) | 2005-04-11 | 2005-05-24 | waste water treatment device |
Country Status (3)
Country | Link |
---|---|
CN (1) | CN2825623Y (en) |
HK (1) | HK1081070A2 (en) |
SG (1) | SG126873A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113072182A (en) * | 2021-04-06 | 2021-07-06 | 江苏大学 | Integrated rural domestic sewage treatment device and method |
-
2005
- 2005-04-11 HK HK05103035A patent/HK1081070A2/en not_active IP Right Cessation
- 2005-05-24 CN CN 200520019722 patent/CN2825623Y/en not_active Expired - Lifetime
-
2006
- 2006-04-11 SG SG200602426A patent/SG126873A1/en unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113072182A (en) * | 2021-04-06 | 2021-07-06 | 江苏大学 | Integrated rural domestic sewage treatment device and method |
Also Published As
Publication number | Publication date |
---|---|
HK1081070A2 (en) | 2006-04-21 |
SG126873A1 (en) | 2006-11-29 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CX01 | Expiry of patent term |
Expiration termination date: 20150524 Granted publication date: 20061011 |