CN206173070U - Gravity type full -automatic water purification devices - Google Patents

Gravity type full -automatic water purification devices Download PDF

Info

Publication number
CN206173070U
CN206173070U CN201621158300.3U CN201621158300U CN206173070U CN 206173070 U CN206173070 U CN 206173070U CN 201621158300 U CN201621158300 U CN 201621158300U CN 206173070 U CN206173070 U CN 206173070U
Authority
CN
China
Prior art keywords
area
inclined tube
pipe chute
lower floor
district
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 - Fee Related
Application number
CN201621158300.3U
Other languages
Chinese (zh)
Inventor
潘华俊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Wave Water Treatment Equipment Co Ltd
Original Assignee
Guangzhou Wave Water Treatment Equipment Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou Wave Water Treatment Equipment Co Ltd filed Critical Guangzhou Wave Water Treatment Equipment Co Ltd
Priority to CN201621158300.3U priority Critical patent/CN206173070U/en
Application granted granted Critical
Publication of CN206173070U publication Critical patent/CN206173070U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model discloses a gravity type full -automatic water purification devices, including high flush tank, pipe chute reaction zone, flocculation and precipitation district, the flocculation and precipitation district is connected with the inlet tube, and the pipe chute reaction zone is distinguished and pipe chute district of lower floor including the upper pipe chute of arranging from top to bottom, and upper pipe chute district comprises the pipe chute that vertical cross -section is continuous echelonment, the lower floor comprises the pipe chute that transverse section is hexagonal honeycomb shape in the pipe chute district, abandon the structural style of traditional pipe chute reaction zone, design into the hexagonal honeycomb shape structure with pipe chute district of lower floor, can improve the area of single pipe chute pipeline effectively, make in the precipitation process, add the collision of each other between large granule and the granule, make sedimentation rate constantly accelerate, the pipe wall of pipe chute designs into the structural style of continuous echelonment in the pipe chute district of upper strata, the effect is depositd in order to improve in not only extension sediment route, the collision that can also furtherly improves impurity and pipe wall, thereby make impurity along the pipe wall gliding until the sediment, thereby promote and deposit the effect.

Description

A kind of gravity type full-automatic water purifying device
Technical field
The utility model is related to water purification apparatus technical field, more particularly to a kind of gravity type full-automatic water purifying device.
Background technology
Gravity type Automatic water-purifying device is generally made up of the part such as intake pump, reaction settler, valveless water filter device, wherein, instead Answer settling vessel include flocculation reaction area, tube settling district and mud discharging area, clean water treatment firstly the need of by flocculation, filtering, The operations such as precipitation, most standard compliant water is outwards discharged at last.In existing gravity type Automatic water-purifying device, water is by tube settling When flowing up, because path is not enough, cause sedimentation effect undesirable.
Utility model content
It is complete certainly that technical problem to be solved in the utility model is to provide the good gravity type of a kind of simple structure, sedimentation effect Dynamic purifier.
To solve the technical scheme that above-mentioned technical problem is used:A kind of gravity type full-automatic water purifying device, including a high position Water tank, the inclined-tube reaction area below elevated tank, and the flocculation sediment area below inclined-tube reaction area, the flocculation are sunk Shallow lake area is connected with water inlet pipe, and the inclined-tube reaction area includes the upper strata inclined tube area and inclined tube area of lower floor that arrange up and down, the upper strata The inclined tube incline direction in inclined tube area and inclined tube area of lower floor conversely, the upper strata inclined tube area by vertical cross-section in the oblique of successive steps shape Pipe is constituted, and lower floor's inclined tube area is made up of lateral cross section in the inclined tube of hexagon cellular shape.
Further, the single inclined tube pipeline section area in lower floor's inclined tube area is more than single in the inclined tube area of upper strata Inclined tube pipeline section area.
Further, the area in lower floor's inclined tube area is 2/3rds of the area in upper strata inclined tube area.
Beneficial effect:In this gravity type full-automatic water purifying device, the structure type in abandoning tradition inclined-tube reaction area, by lower floor Inclined tube area is designed to hexagon cellular shape structure, can effectively improve the area of single inclined tube pipeline so that in precipitation process, plus Colliding with each other between bulky grain and particle so that sinking speed is constantly accelerated, the tube wall of inclined tube is designed in the inclined tube area of upper strata The structure type of successive steps shape, not only extends precipitation pathways to improve sedimentation effect, moreover it is possible to further improve impurity with pipe The collision of wall, so that impurity glides up to precipitation, so as to lift sedimentation effect along tube wall.
Brief description of the drawings
The utility model is described further with reference to the accompanying drawings and examples;
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the vertical cross-section schematic diagram in the utility model embodiment inclined tube area at the middle and upper levels;
Fig. 3 is the transverse sectional view in inclined tube area of lower floor in the utility model embodiment.
Specific embodiment
Referring to figs. 1 to Fig. 3, a kind of gravity type full-automatic water purifying device of the utility model, including elevated tank 10, located at height The inclined-tube reaction area 20 of the lower section of position water tank 10, and located at the flocculation sediment area 30 of the lower section of inclined-tube reaction area 20, flocculation sediment area 30 Water inlet pipe 31 is connected with, inclined-tube reaction area 20 includes the upper strata inclined tube area 21 and inclined tube area of lower floor 22 that arrange up and down, upper strata inclined tube The inclined tube incline direction in area 21 and inclined tube area of lower floor 22 conversely, upper strata inclined tube area 21 by vertical cross-section in successive steps shape inclined tube Composition, inclined tube area of lower floor 22 is made up of lateral cross section in the inclined tube of hexagon cellular shape.
Raw water enters flocculation sediment area 30 by water inlet pipe 31, and by after flocculation reaction, large granular impurity is from upper in raw water And lower sedimentation, raw water flows up from bottom to top, sequentially passes through inclined tube area of lower floor 22, upper strata inclined tube area 21, wherein, lower floor's inclined tube The use of area 22 is in the inclined tube permutation and combination of hexagon cellular shape, in the case of the gross area for not changing inclined tube area of lower floor 22, effectively Improve the area of single inclined tube pipeline so that in precipitation process, colliding with each other between increase products and particle makes particle Particle diameter gradually increases with quality, and sinking speed is constantly accelerated.The tube wall of each inclined tube is designed to successive steps in upper strata inclined tube area 21 Shape so that when raw water is by upper strata inclined tube area 21, on the one hand, improve sedimentation effect by extending path, on the other hand, due to Inclined tube tube wall is in successive steps shape, improves the collision of the impurity and tube wall in raw water, so that impurity glides directly along tube wall To precipitating, so as to further lift sedimentation effect.
Wherein, the area in lower floor's inclined tube area 22 is 2/3rds of the area in upper strata inclined tube area 21, i.e. upper strata inclined tube area 21 In there is part inclined tube directly to connect with sludge collecting region, by upper strata inclined tube area 21 produce precipitated impurities be directly entered sludge receive In collection area.
Preferably, the single inclined tube pipeline section area in inclined tube area of lower floor 22 is more than single in upper strata inclined tube area 21 Inclined tube pipeline section area.
Implementation method of the present utility model is explained in detail above in conjunction with accompanying drawing, but the utility model is not limited to Implementation method is stated, in the ken that the technical field those of ordinary skill possesses, this practicality can also not departed from Various changes can be made on the premise of new objective.

Claims (3)

1. a kind of gravity type full-automatic water purifying device, it is characterised in that:Inclined tube including elevated tank, below elevated tank Reaction zone, and the flocculation sediment area below inclined-tube reaction area, the flocculation sediment area are connected with water inlet pipe, and the inclined tube is anti- Answering area includes the upper strata inclined tube area and inclined tube area of lower floor for arranging up and down, and the upper strata inclined tube area inclines with the inclined tube in inclined tube area of lower floor In the opposite direction, the upper strata inclined tube area is made up of vertical cross-section in the inclined tube of successive steps shape, and lower floor's inclined tube area is by transverse direction Section constitutes in the inclined tube of hexagon cellular shape.
2. gravity type full-automatic water purifying device according to claim 1, it is characterised in that:List in lower floor's inclined tube area Individual inclined tube pipeline section area is more than the single inclined tube pipeline section area in the inclined tube area of upper strata.
3. gravity type full-automatic water purifying device according to claim 1, it is characterised in that:The area in lower floor's inclined tube area It is 2/3rds of the area in upper strata inclined tube area.
CN201621158300.3U 2016-10-31 2016-10-31 Gravity type full -automatic water purification devices Expired - Fee Related CN206173070U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621158300.3U CN206173070U (en) 2016-10-31 2016-10-31 Gravity type full -automatic water purification devices

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621158300.3U CN206173070U (en) 2016-10-31 2016-10-31 Gravity type full -automatic water purification devices

Publications (1)

Publication Number Publication Date
CN206173070U true CN206173070U (en) 2017-05-17

Family

ID=58679443

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621158300.3U Expired - Fee Related CN206173070U (en) 2016-10-31 2016-10-31 Gravity type full -automatic water purification devices

Country Status (1)

Country Link
CN (1) CN206173070U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111378522A (en) * 2018-12-28 2020-07-07 河北惠典油脂有限公司 Maize germ miscella purifier

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111378522A (en) * 2018-12-28 2020-07-07 河北惠典油脂有限公司 Maize germ miscella purifier

Similar Documents

Publication Publication Date Title
CN103285629A (en) Multi-direction flow gravitational settling apparatus for recirculating aquaculture system
CN203315808U (en) Rapid single-layer settler
CN205133213U (en) Vertical -flow sedimentation basin
CN211069312U (en) High-efficient sewage treatment device
CN111643933A (en) Aeration type inclined plate sedimentation tank
CN203139703U (en) Multidirectional flow gravity precipitation device of recirculating aquaculture system
CN206173070U (en) Gravity type full -automatic water purification devices
CN202315444U (en) Multilayer precipitator
CN108946988A (en) A kind of double helix sedimentation basin suitable for the removing of rural area rainwash suspended matter
CN105152324B (en) Anaerobic ammonia oxidation reactor capable of classifying sludge through cyclone
CN204752409U (en) Nonmetal ore deposit beneficiation wastewater water purifier
CN109354246A (en) A kind of high-concentration sewage quick treatment device and its processing method
CN203540146U (en) Novel efficient physical-chemical water processing and precipitating device
CN206483196U (en) The smart sink device of the multiple microvovtex cyclone reaction of integration
JPS58189008A (en) Apparatus for removing turbidity of water
CN209226738U (en) A kind of high-concentration sewage quick treatment device
CN105148573B (en) A kind of sedimentation tank for sewage disposal
CN204939083U (en) A kind of eddy flow sludge classification anaerobic ammonia oxidation reactor
CN206173069U (en) High -efficient purifier of gravity type
CN201660481U (en) Cyclone-flocculation water purifier
CN208603793U (en) A kind of two layers of inclined tube of band gas flushing or plate coagulating sedimentation water purification system
CN205556221U (en) Heavy stream anaerobic reactor that turns back
CN201394384Y (en) Sewage two-stage sedimentation tank
CN220047168U (en) High-efficient combination formula sedimentation tank of mud sediment suspension
CN215403287U (en) Tunnel wastewater treatment integration pipe chute sedimentation tank

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170517

Termination date: 20201031