CN205188029U - Prevent tube settler that sinks - Google Patents
Prevent tube settler that sinks Download PDFInfo
- Publication number
- CN205188029U CN205188029U CN201520984342.1U CN201520984342U CN205188029U CN 205188029 U CN205188029 U CN 205188029U CN 201520984342 U CN201520984342 U CN 201520984342U CN 205188029 U CN205188029 U CN 205188029U
- Authority
- CN
- China
- Prior art keywords
- tube
- pond
- tube settler
- settler
- swash plate
- 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
Links
Abstract
The utility model provides a prevent tube settler that sinks belongs to the sewage treatment device field, and its structure includes flocculating reaction pond and tube settler, flocculating reaction establishes in the pond in tube settler's top, is equipped with sewage import, flocculating agent inlet port and all backward, corrupt and reactionary things export on the flocculating reaction pond, tube settler includes the cell body, and cell body one side is for mixing the stirring district, should mix the stirring district and be connected with the flocculating reaction pond, and the all backward, corrupt and reactionary things export is inside to mixing the stirring district via the connecting tube intercommunication, and connecting tube end kickup is connected with the shower nozzle, and cell body opposite side top -down is equipped with in proper order that the clear water is distinguished, the pipe chute beds of precipitation and settling zone. The utility model discloses enable sewage and realize the intensive mixing with the flocculating reaction agent, reduce the front end pipe chute and pile up the phenomenon, pipe chute beds of precipitation front end adopts the stronger glass steel pipe chute of holding power, at pipe chute beds of precipitation bottoms, pipe chute overlap joint position installation skeleton bearing structure, has improved weak link's holding power comprehensively, has improved flocculation and precipitation row mud ability.
Description
Technical field
The utility model relates to technical field of sewage treatment equipment, specifically a kind of tube settler of collapse.
Background technology
Chemical coagulation and precipitation technique is the conventional process of sewage disposal, can be used for the pre-treatment of waste water, advanced treatment etc.Chemical coagulation mainly adds flocculation reaction agent (polymerize aluminum chloride, polyacrylamide) in waste water, by throwing out by removals such as the colloidalmaterial in waste water, particulate matter.Coagulation is mainly divided into: mixing, reaction flocculation and precipitation three main technological steps, the equipment adopted is tube settler, it comprises flocculation tank and tube settler, tube settler assembles primarily of inclined tube, tube settler utilizes the parallel pipe of inclination, be divided into a series of shallow layer precipitating layer, processed with the heavy mud of sedimentation mutually moves and is separated in each precipitation shallow-layer.
But existing tube settler is when reality uses, also there are the following problems:
1, large amount of sewage can not fully mix with flocculation reaction agent, and all backward, corrupt and reactionary things sedimentation effect is bad;
2, during all backward, corrupt and reactionary things precipitation, mud is easily accumulated on the inclined tube at mud mouth place, is particularly easily deposited on the inclined tube of front end, and if things go on like this, mud is piled up more and more, and easily causing inclined tube to subside cannot use by secondary;
3, the mud that front end inclined tube is piled up forms vicious cycle, the polypropylene inclined tube making rear end also cannot settled sludge normally, can not discharge mud fast, cause mud to overstock in inclined tube, inclined tube does not support and causes comprehensively subsiding simultaneously, brings massive losses to enterprise.
Summary of the invention
Technical assignment of the present utility model is for the deficiencies in the prior art, provides that a kind of structure is simple, the tube settler of high, the long-lived collapse of sufficient reacting, mud-water separation rate.
The utility model solves the technical scheme that its technical problem adopts:
A tube settler for collapse, comprises flocculation tank and tube settler, and described flocculation tank is located at the top of tube settler, and flocculation tank is provided with wastewater inlet, flocculation agent adds entrance and all backward, corrupt and reactionary things outlet, described tube settler comprises pond body, partition wall is provided with in the body of pond, pond intracoelomic cavity is divided into two points of pond bodies in left and right by partition wall, the limbers being communicated with two points of pond intracoelomic cavities in left and right is offered: one of them point of pond body is mix and blend district bottom partition wall, this mix and blend district is connected with flocculation tank, it is inner that all backward, corrupt and reactionary things outlet is communicated to mix and blend district via connecting tube, connecting tube end is bent upwards and is connected with shower nozzle, another point of pond body is provided with clear water zone from top to bottom successively, tube settling layer and settling region, side, clear water zone is provided with clear water output, side, settling region is provided with mud discharging mouth.
Further, described tube settling layer is arranged into polynuclear plane by arranging inclined tube more, and bottom tube settling layer, inclined tube overlapping part mounting framework supporting structure, framework supporting structure is formed by angle bar and reinforcement welding, and gradient is 60 degree.
Further, the inclined tube being positioned at described tube settling layer front end adopts glass steel material to form, and all the other inclined tubes adopt polypropylene material to form.
Further, be provided with the first swash plate and the second swash plate bottom the body of described pond, between the relative sidewall of pond body two, the first swash plate is connected with the second swash plate, and the first swash plate and the second swash plate are placed to mud discharging mouth lopsidedness.
The beneficial effect that the tube settler of a kind of collapse of the present utility model is compared with prior art produced is:
1, connecting tube tip designs is for being bent upwards and being connected with shower nozzle, current direction of motion through herein time is reversed, mix and blend district is flowed downward to after dispersed, this structure adds the flocculation reaction time on the one hand, shower nozzle is bent upwards design and makes the current generation disturbance of mix and blend district on the other hand, plays the effect being similar to stirring, makes sewage and flocculation reaction agent further realize fully mixing, improve the sedimentation effect of all backward, corrupt and reactionary things, reduce front end inclined tube and pile up;
2, to the inclined tube at easy accumulated sludge place, tube settling layer front end, adopt the glass reinforced plastic inclined tube that anchorage force is stronger, improve the anchorage force of weak link, enhance the work-ing life of inclined tube, strengthen sludge discharge effects;
3, bottom tube settling layer, inclined tube overlapping part mounting framework supporting structure, improve the anchorage force of inclined tube entirety comprehensively, improve overall resist collapse ability, further increase flocculation sediment spoil disposal ability in sewage treatment process.
To sum up, the tube settler of a kind of collapse of the utility model, its structure is simple, is easy to manufacture, and reliable and stable, durable in use, its sufficient reacting, mud-water separation rate are high, effectively can prevent structure deteriorate, for enterprise has saved a large amount of funds.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of the tube settler of a kind of collapse of the utility model.
Accompanying drawing 2 is the structural representations after the tube settler removal inclined tube of a kind of collapse of the utility model.
In figure, 1, flocculation tank, 2, connecting tube, 3, all backward, corrupt and reactionary things outlet, 4, partition wall, 5, Chi Ti, 6, mix and blend district, 7, shower nozzle, 8, limbers, the 9, first swash plate, the 10, second swash plate, 11, flocculation agent adds entrance, and 12, wastewater inlet, 13, clear water zone, 14, clear water output, 15, tube settling layer, 16, settling region, 17, mud discharging mouth, 18, easily subsidence area, 19, framework supporting structure.
Embodiment
Below in conjunction with accompanying drawing 1-2, the tube settler of a kind of collapse of the present utility model is described in detail below.
As shown in accompanying drawing 1,2, the tube settler of a kind of collapse of the present utility model, comprises flocculation tank 1 and tube settler.Flocculation tank 1 is located at the top of tube settler, and flocculation tank 1 is provided with wastewater inlet 12, flocculation agent adds entrance 11 and all backward, corrupt and reactionary things outlet 3.Tube settler comprises pond body 5, bottom pond body 5, the first swash plate 9 and the second swash plate 10 is provided with between the sidewall that pond body 5 liang is relative, first swash plate 9 is connected with the second swash plate 10, and the first swash plate 9 and the second swash plate 10 are placed to mud discharging mouth 17 lopsidedness, partition wall 4 is provided with in pond body 5, pond body 5 inner chamber is divided into two points of pond bodies in left and right by partition wall 4, the limbers 8 being communicated with two points of pond intracoelomic cavities in left and right is offered: one of them point of pond body is mix and blend district 6 bottom partition wall 4, this mix and blend district 6 is connected with flocculation tank 1, it is inner that all backward, corrupt and reactionary things outlet 3 is communicated to mix and blend district 6 via connecting tube 2, connecting tube 2 end is bent upwards and is connected with shower nozzle 7, another point of pond body is provided with clear water zone 13 from top to bottom successively, tube settling layer 15 and settling region 16, side, clear water zone 13 is provided with clear water output 14, side, settling region 16 is provided with mud discharging mouth 17.Tube settling layer 15 is arranged into polynuclear plane by arranging inclined tube more, bottom tube settling layer 15, inclined tube overlapping part mounting framework supporting structure 19, framework supporting structure 19 is formed by 40X40 angle bar and 10mm reinforcement welding, gradient is 60 degree, the inclined tube being positioned at easy subsidence area 18, described tube settling layer 15 front end adopts glass steel material to form, and all the other inclined tubes adopt polypropylene material to form.
The tube settler of a kind of collapse of the utility model, its principle of work is described below: sewage enters in flocculation tank 1 by wastewater inlet 12, with add after flocculation reaction agent that entrance 11 adds reacts from flocculation agent, flow out from all backward, corrupt and reactionary things outlet 3, sewage reacts with flocculation reaction agent further in connecting tube 2, be bent upwards due to connecting tube 2 end and be connected with shower nozzle 7, current direction of motion through herein time is reversed, mix and blend district 6 is flowed downward to after dispersed, this structure adds the flocculation reaction time on the one hand, shower nozzle 7 is bent upwards design and makes the current generation disturbance of mix and blend district on the other hand, play the effect being similar to stirring, sewage and flocculation reaction agent is made further to realize fully mixing, improve the sedimentation effect of all backward, corrupt and reactionary things, reduce front end inclined tube to pile up, current flow into settling region 16 through limbers 8, the dispersed backward upper flowing of current direction horizontal direction, and by flowing into tube settling layer 15 bottom inclined tube, primary water flows into clear water zone 13.In successive depths processing links, body refuse and throw out is mingled with in current, due to action of gravity, rest on inclined tube, heap to time a certain amount of, due to action of gravity, come off by bottom inclined tube, the body refuse come off is by the first swash plate 9 arranged bottom pond body 5, between pond body 5 two opposite side walls and the second swash plate 10 landing to mud discharging mouth 17, and when sludge deposit is to time a certain amount of, mud discharging mouth 17 is opened and discharged by mud.
Claims (4)
1. a tube settler for collapse, comprises flocculation tank and tube settler, and described flocculation tank is located at the top of tube settler, and flocculation tank is provided with wastewater inlet, flocculation agent adds entrance and all backward, corrupt and reactionary things outlet, described tube settler comprises pond body, partition wall is provided with in the body of pond, pond intracoelomic cavity is divided into two points of pond bodies in left and right by partition wall, the limbers being communicated with two points of pond intracoelomic cavities in left and right is offered bottom partition wall, it is characterized in that, one of them point of pond body is mix and blend district, this mix and blend district is connected with flocculation tank, it is inner that all backward, corrupt and reactionary things outlet is communicated to mix and blend district via connecting tube, connecting tube end is bent upwards and is connected with shower nozzle, another point of pond body is provided with clear water zone from top to bottom successively, tube settling layer and settling region, side, clear water zone is provided with clear water output, side, settling region is provided with mud discharging mouth.
2. the tube settler of a kind of collapse according to claim 1, it is characterized in that, described tube settling layer is arranged into polynuclear plane by arranging inclined tube more, bottom tube settling layer, inclined tube overlapping part mounting framework supporting structure, framework supporting structure is formed by angle bar and reinforcement welding, and gradient is 60 degree.
3. the tube settler of a kind of collapse according to claim 2, is characterized in that, the inclined tube being positioned at described tube settling layer front end adopts glass steel material to form, and all the other inclined tubes adopt polypropylene material to form.
4. the tube settler of a kind of collapse according to claim 1 or 2 or 3, it is characterized in that, the first swash plate and the second swash plate is provided with bottom the body of described pond, between the relative sidewall of pond body two, first swash plate is connected with the second swash plate, and the first swash plate and the second swash plate are placed to mud discharging mouth lopsidedness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520984342.1U CN205188029U (en) | 2015-12-02 | 2015-12-02 | Prevent tube settler that sinks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520984342.1U CN205188029U (en) | 2015-12-02 | 2015-12-02 | Prevent tube settler that sinks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205188029U true CN205188029U (en) | 2016-04-27 |
Family
ID=55781045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520984342.1U Expired - Fee Related CN205188029U (en) | 2015-12-02 | 2015-12-02 | Prevent tube settler that sinks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205188029U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114702150A (en) * | 2022-03-30 | 2022-07-05 | 乾通环境科技(苏州)有限公司 | Pretreatment system for high-turbidity oil-containing seawater for small and medium-sized seawater desalination plants |
-
2015
- 2015-12-02 CN CN201520984342.1U patent/CN205188029U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114702150A (en) * | 2022-03-30 | 2022-07-05 | 乾通环境科技(苏州)有限公司 | Pretreatment system for high-turbidity oil-containing seawater for small and medium-sized seawater desalination plants |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101564609B (en) | Vortex grid clarifying pool and clarifying method for enhancing clarifying effect of coagulation reaction in water treatment | |
| CN208857025U (en) | A kind of wastewater sedimentation device | |
| CN103301658B (en) | Efficient micro-resistance pulsating vortex sedimentation device | |
| CN201719868U (en) | Retention pond for sewage treatment | |
| CN105036397B (en) | Waste water treatment system capable of achieving gradation and self-filtration of sludge | |
| CN205133213U (en) | Vertical -flow sedimentation basin | |
| CN211069312U (en) | High-efficient sewage treatment device | |
| CN106039776A (en) | Novel combined sedimentation tank | |
| CN201912806U (en) | Inclined tube settling pond | |
| CN205188029U (en) | Prevent tube settler that sinks | |
| CN107986440A (en) | The UASB efficient anaerobic tanks of industrial waste water centralized treatment system | |
| CN105152324B (en) | Anaerobic ammonia oxidation reactor capable of classifying sludge through cyclone | |
| CN214528426U (en) | Mine water recycling treatment system | |
| CN217312101U (en) | Advection pipe chute combination formula sedimentation tank equipment | |
| CN217780804U (en) | Ion type mine effluent treatment plant | |
| CN206483196U (en) | The smart sink device of the multiple microvovtex cyclone reaction of integration | |
| CN206337062U (en) | Integrated electric flocculation full automatic water purifier | |
| CN201848130U (en) | Activated sludge settling tank | |
| CN205461165U (en) | Novel pipe chute waste water sedimentation pond | |
| CN202366517U (en) | Inclined pipe precipitation device for waste water treatment system | |
| CN209890314U (en) | Self-refluxing high-load sedimentation tank | |
| CN205903667U (en) | Novel combined type sedimentation tank | |
| CN106380019A (en) | Novel water body purification device | |
| CN206391652U (en) | A kind of pipe chute precipitating equipment | |
| CN206173070U (en) | Gravity type full -automatic water purification devices |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160427 Termination date: 20161202 |